United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Soil Survey of

Sherburne

County,

Minnesota

In cooperation with

Minnesota Agricultural

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

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

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

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

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

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

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

NRCS Accessibility Statement
This publication consists of a manuscript and a set of soil maps. The information provided can be useful in

planning the use and management of small areas.

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

the map sheet, and turn to that sheet.

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

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

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

other sections of this publication that may address your specific needs.

3

How To Use This Soil Survey
4

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

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

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

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

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

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

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

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

Major fieldwork for this soil survey was completed in July 1993. Soil names and

descriptions were approved in April 1994. The data provided in this publication are the

same as the attribute data provided with the 2002 re-certified SSURGO. This survey

was made cooperatively by the Natural Resources Conservation Service and the

Minnesota Agricultural Experiment Station. It is part of the technical assistance

furnished to the Sherburne Soil and Water Conservation District. Financial assistance

was provided by Sherburne County.

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

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

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

larger scale.

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

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

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

prohibited bases apply to all programs.) Persons with disabilities who require

alternative means for communication of program information (Braille, large print,

audiotape, etc.) should contact the USDA’s TARGET Center at 202-720-2600 (voice or

TDD).

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

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

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

opportunity provider and employer.

Cover: A big gun irrigation system in an area of Hubbard-Mosford complex, 0 to 3 percent slopes.

Irrigation is needed in areas of these soils because they have a low available water capacity.
5

Contents

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

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

How This Survey Was Made ................................... 11

Formation and Classification of the Soils .......... 13

Table 1.—Classification of the Soils ................... 17

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

7A—Hubbard loamy sand, 0 to 2 percent

slopes .......................................................... 20

7B—Hubbard loamy sand, 2 to 6 percent

slopes .......................................................... 20

7C—Hubbard loamy sand, 6 to 12 percent

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

32B—Nebish fine sandy loam, 2 to 6 percent

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

32C—Nebish fine sandy loam, 6 to 12

percent slopes ............................................. 22

32D—Nebish fine sandy loam, 12 to 18

percent slopes ............................................. 22

32E—Nebish fine sandy loam, 18 to 35

percent slopes ............................................. 23

38B—Waukon fine sandy loam, 2 to 6

percent slopes ............................................. 23

75—Bluffton loam, depressional, 0 to 1

percent slopes ............................................. 23

125—Beltrami fine sandy loam, 0 to 3

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

152C—Milaca fine sandy loam, 6 to 12

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

152E—Milaca fine sandy loam, 12 to 25

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

158A—Zimmerman fine sand, 0 to 3 percent

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

158B—Zimmerman fine sand, 3 to 6 percent

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

158C—Zimmerman fine sand, 6 to 12 percent

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

158E—Zimmerman fine sand, 12 to 25

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

161—Isanti fine sandy loam, depressional,

0 to 1 percent slopes ................................... 26

162—Lino loamy fine sand, 0 to 2 percent

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

164A—Mora loam, 0 to 3 percent slopes ........... 27

165—Parent loam, 0 to 2 percent slopes ........... 28

166—Ronneby loam, 0 to 2 percent slopes ........ 28

169B—Braham loamy fine sand, 3 to 6

percent slopes ............................................. 28

169C—Braham loamy fine sand, 6 to 12

percent slopes ............................................. 29

169D—Braham loamy fine sand, 12 to 18

percent slopes ............................................. 29

204B—Cushing fine sandy loam, 2 to 8

percent slopes ............................................. 30

204C—Cushing fine sandy loam, 8 to 15

percent slopes ............................................. 30

258B—Sandberg loamy coarse sand, 1 to 6

percent slopes ............................................. 30

258C—Sandberg loamy coarse sand, 6 to 12

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

258E—Sandberg loamy coarse sand, 12 to

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

260—Duelm loamy sand, 0 to 2 percent

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

261—Isan sandy loam, depressional, 0 to 1

percent slopes ............................................. 32

325—Prebish fine sandy loam, depressional,

0 to 1 percent slopes ................................... 32

341—Arvilla sandy loam, 0 to 2 percent

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

346—Talmoon loam, 0 to 2 percent slopes ........ 33

373—Renshaw loam, 0 to 3 percent slopes ....... 34

454B—Mahtomedi loamy coarse sand, 1 to

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

454C—Mahtomedi loamy coarse sand, 6 to

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

540—Seelyeville muck, 0 to 1 percent slopes .... 35

543—Markey muck, 0 to 1 percent slopes ......... 35

544—Cathro muck, 0 to 1 percent slopes .......... 36

565—Eckvoll loamy fine sand, 0 to 3 percent

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

567—Verndale sandy loam, 0 to 2 percent

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

623A—Pierz sandy loam, 0 to 2 percent

slopes .......................................................... 37

623B—Pierz sandy loam, 2 to 6 percent

slopes .......................................................... 37

708—Rushlake coarse sand, 1 to 4 percent

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

730A—Sanburn fine sandy loam, 0 to 2

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

730B—Sanburn fine sandy loam, 2 to 6

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

732B—Bushville fine sand, 2 to 6 percent

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

768—Mosford sandy loam, 0 to 2 percent

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

771—Elkriver fine sandy loam, 0 to 2 percent

slopes, rarely flooded ................................... 40

799—Seelyeville and Bowstring soils, 0 to 1

percent slopes, frequently flooded ............... 40

1013—Pits, quarry ............................................. 41

1015—Udipsamments, cut and fill land .............. 41

1016—Udorthents, loamy, cut and fill land ......... 41

1028—Udorthents-Pits, gravel, complex ............ 42

1109—Isanti loamy fine sand, 0 to 2 percent

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

1110—Isan sandy loam, 0 to 2 percent

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

1223—Sandberg-Arvilla complex, 0 to 3

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

1224—Hubbard-Verndale complex, 0 to 3

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

1231—Hubbard-Mosford complex, 0 to 3

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

1253B—Stonelake-Sanburn complex, 1 to 6

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

1253C—Stonelake-Sanburn complex, 6 to

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

1253E—Stonelake-Sanburn complex, 15 to

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

1254—Ricelake fine sandy loam, 0 to 3

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

1255—Elkriver fine sandy loam, 0 to 2

percent slopes, occasionally flooded ........... 47

1256—Cantlin loamy fine sand, 0 to 3

percent slopes ............................................. 48

1257—Elkriver-Mosford complex, 0 to 6

percent slopes, rarely flooded ...................... 48

1258B—Zimmerman fine sand, thick solum,

1 to 6 percent slopes ................................... 49

1258C—Zimmerman fine sand, thick solum,

6 to 12 percent slopes ................................. 49

1258E—Zimmerman fine sand, thick solum,

12 to 35 percent slopes................................ 49

1260B—Stonelake-Nebish complex, 2 to 6

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

1260C—Stonelake-Nebish complex, 6 to 12

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

1260E—Stonelake-Nebish complex, 12 to 25

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

1270B—Milaca fine sandy loam, moderately

wet, 3 to 6 percent slopes ............................ 52

1288—Seelyeville-Markey complex, ponded,

0 to 1 percent slopes ................................... 52

1356—Water, miscellaneous .............................. 53

1946—Fordum-Winterfield complex, 0 to 2

percent slopes, frequently flooded ............... 53

W—Water........................................................... 54

Table 2.—Acreage and Proportionate

Extent of the Soils ........................................ 55

Use and Management of the Soils ...................... 57

Interpretive Ratings ............................................ 57

Rating Class Terms ........................................ 57

Numerical Ratings ......................................... 57

Agronomy ........................................................... 57

Climate .......................................................... 58

Cropland Management Considerations .......... 58

Crop Yield Estimates ...................................... 59

Land Capability Classification ........................ 60

Prime Farmland ............................................. 61

Erosion Factors .............................................. 61

Windbreaks and Environmental Plantings...... 62

Windbreak Suitability Groups ..................... 62

Recreation .......................................................... 63

Wildlife Habitat ................................................... 65

Engineering ........................................................ 66

Building Site Development ............................. 66

Construction Materials ................................... 68

Water Management........................................ 68

Table 3.—Temperature and Precipitation ............ 70

Table 4.—Freeze Dates in Spring and Fall ......... 71

Table 5.—Growing Season ................................. 71

Table 6.—Cropland Management

Considerations ............................................. 72

Table 7.—Land Capability and Yields per

Acre of Crops ............................................... 82

Table 8.—Forage Suitability Groups ................... 89

Table 9.—Prime Farmland .................................. 93
7

Table 10.—Windbreaks and Environmental

Plantings ...................................................... 94

Table 11.—Windbreak Suitability Groups ......... 109

Table 12a.—Recreation .................................... 114

Table 12b.—Recreation .................................... 123

Table 13.—Wildlife Habitat ............................... 131

Table 14a.—Building Site Development ........... 137

Table 14b.—Building Site Development ............ 145

Table 15a.—Construction Materials ................. 155

Table 15b.—Construction Materials.................. 163

Table 16.—Water Management ........................ 175

Soil Properties .................................................... 183

Engineering Index Properties ........................... 183

Physical and Chemical Properties ................... 184

Water Features................................................. 185

Soil Features .................................................... 187

Table 17.—Engineering Index Properties ......... 189

Table 18.—Physical Properties of the Soils ...... 212

Table 19.—Chemical Properties of the

Soils........................................................... 220

Table 20.—Soil Moisture Status by Depth ........ 228

Table 21.—Flooding Frequency and

Duration ..................................................... 239

Table 22.—Ponding Frequency, Duration,

and Depth .................................................. 246

Table 23.—Soil Features .................................. 253

References .......................................................... 259

Glossary .............................................................. 261

9

This soil survey contains information that can be used in land-planning programs in

Sherburne County. It contains predictions of soil behavior for selected land uses. The

survey also highlights limitations and hazards inherent in the soil, improvements

needed to overcome the limitations, and the impact of selected land uses on the

environment.

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

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

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

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

select sites for construction, and identify special practices needed to ensure proper

performance. Conservationists, teachers, students, and specialists in recreation,

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

them understand, protect, and enhance the environment.

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

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

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

poorly suited to use as septic tank absorption fields. If a zone in which the soil moisture

status is wet occurs high in the profile, the soil may be poorly suited to basements or

underground installations.

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

survey. The location of each soil is shown on the soil maps, and information on specific

uses is provided. 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.

William Hunt

State Conservationist

Natural Resources Conservation Service

Foreword
Location of Sherburne County and MLRA 91 within Region 10
11

How This Survey Was Made

This survey was made to provide updated

information about the soils and miscellaneous areas in

the survey area, which is in Region 10 and includes

Major Land Resource Area 91. Region 10 is an

administrative division of the Natural Resources

Conservation Service. Major Land Resource Areas

(MLRAs) are geographically associated land resource

units that share a common land use, elevation, and

topography, climate, water, soils, and vegetation (USDA,

1981). Sherburne County is a subset of MLRA 91.

The information includes a brief description of the

soils and miscellaneous areas and interpretive tables

showing soil properties and the subsequent effects on

suitability, limitations, and management for specified

uses. During the fieldwork for this survey, soil

scientists observed the steepness, length, and shape

of the slopes; the general pattern of drainage; the

kinds of crops and native plants; and the kinds of

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

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

a soil. The profile extends from the surface down into

the unconsolidated material in which the soil formed.

The unconsolidated material is devoid of roots and

other living organisms and has not been changed by

other biological activity.

The soils and miscellaneous areas in the survey

area are in an orderly pattern that is related to the

geology, landforms, relief, climate, and natural

vegetation of the area. Each kind of soil and

miscellaneous area is associated with a particular kind

of landscape or segment of the landscape. By

observing the soils and miscellaneous areas in the

survey area and relating their position to specific

segments of the landscape, soil scientists develop a

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

during mapping, this model enables the soil scientists

to predict with a considerable degree of accuracy the

kind of soil or miscellaneous area at a specific

location on the landscape.

Individual soils on the landscape commonly merge

into one another as their characteristics gradually

change. To construct an accurate map, however, soil

scientists must determine the boundaries between the

soils. They can observe only a limited number of soil

profiles. Nevertheless, these observations,

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

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

determine the boundaries.

Soil scientists recorded the characteristics of the

soil profiles that they observed. The maximum depth

of observation was about 80 inches (6.7 feet). Soil

scientists noted soil color, texture, size and shape of

soil aggregates, kind and amount of rock fragments,

distribution of plant roots, soil reaction, and other

features that enable them to identify soils. After

describing the soils in the survey area and

determining their properties, the soil scientists

assigned the soils to taxonomic classes (units).

Taxonomic classes are concepts. Each taxonomic

class has a set of soil characteristics with precisely

defined limits. The classes are used as a basis for

Soil Survey of

Sherburne County, Minnesota

By Thomas Jackson, Natural Resources Conservation Service

Fieldwork (1989–93) by Thomas Jackson, Kim Steffen, Mark Perry, and Mary West,

Natural Resources Conservation Service

United States Department of Agriculture, Natural Resources Conservation Service,

in cooperation with

the Minnesota Agricultural Experiment Station
12

comparison to classify soils systematically. Soil

taxonomy, the system of taxonomic classification used

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

character of soil properties and the arrangement of

horizons within the profile. After the soil scientists

classified and named the soils in the survey area, they

compared the individual soils with similar soils in the

same taxonomic class in other areas so that they

could confirm data and assemble additional data

based on experience and research.

While a soil survey is in progress, samples of some

of the soils in the area generally are collected for

laboratory analyses and for engineering tests. Soil

scientists interpret the data from these analyses and

tests as well as the field-observed characteristics and

the soil properties to determine the expected behavior

of the soils under different uses. Interpretations for all

of the soils are field tested through observation of the

soils in different uses and under different levels of

management. Interpretations are modified as

necessary to fit local conditions, and some new

interpretations are developed to meet local needs.

Data are assembled from other sources, such as

research information, production records, and field

experience of specialists. For example, data on crop

yields under defined levels of management are

assembled from farm records and from field or plot

experiments on the same kinds of soil.

Predictions about soil behavior are based not only

on soil properties but also on such variables as

climate and biological activity. Soil conditions are

predictable over long periods of time, but they are not

predictable from year to year. For example, soil

scientists can predict with a fairly high degree of

accuracy that a given soil will have a zone in which

the soil moisture status is wet within certain depths in

most years, but they cannot predict that this zone will

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

date.

After soil scientists located and identified the

significant natural bodies of soil in the survey area,

they drew the boundaries of these bodies on aerial

photographs and identified each as a specific map

unit. Aerial photographs show trees, buildings, fields,

roads, and rivers, all of which help in locating

boundaries accurately.

The descriptions, names, and delineations of the

soils in this county may not fully agree with those of

the soils in adjacent counties. Differences are the

result of a better knowledge of soils, modifications in

series concepts, or variations in the intensity of

mapping or in the extent of the soils in the counties.
13

This section relates the soils in the survey area to

the major factors of soil formation and describes the

system of soil classification.

Formation of the Soils

Soil is produced by the action of soil-forming

processes on materials deposited or accumulated by

geologic forces. The characteristics of the soil in a

given area are determined by (1) the physical and

mineralogical composition of the parent material; (2)

the climate under which the soil material has

accumulated and existed since accumulation; (3) the

living organisms on and in the soil, mainly vegetation;

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

time the forces of soil formation have acted on the soil

material. The relative effect of each of these factors is

reflected in the soil profile.

During the transformation of the parent material into

soil, minerals become weathered and organic matter

accumulates. Material in suspension or in solution

moves downward through the soil, and new chemical

compounds and new minerals form.

In Sherburne County, differences in parent material

and vegetation account for most of the differences

among the soils. Climate and relief are fairly uniform

throughout the county, and all of the soils have been

forming for about the same length of time.

All five factors of soil formation are interrelated.

When one factor changes, changes in the other four

factors result. The following paragraphs describe the

factors of soil formation as they relate to the soils in

the survey area.

Climate

Given adequate time, climate will eventually

dominate the soil-forming processes. Temperature and

precipitation are the most commonly measured

climatic factors that influence soil formation. Climate

influences the chemical and physical reactions that

are required for the development of the soil profile.

Climate also influences the natural vegetation that

grows in a particular region. Sherburne County has a

subhumid continental climate that has favored the

growth of both grassland and forest vegetation.

The temperature varies widely from summer to

winter in Sherburne County. Generally, the soils are

frozen 4 or 5 months each year. Temperature

influences the physical, chemical, and biological

activities that affect mineral weathering and microbial

activities in soils. The rate of chemical and biological

processes responsible for soil formation decreases

during the winter because mineral weathering or

microbial activity does not take place when the soils

are frozen. Alternate freezing and thawing cycles in

the fall and spring create expansion and contraction

pressures that rupture mineral material and increase

the surface area available for mineral weathering.

These cycles also play a role in the development of

soil structure. Temperature influences the

accumulation and decomposition of organic matter in

soils. As temperature rises, the rate of organic

decomposition and nutrient cycling increases.

Temperature controls effective rainfall through its

effect on potential evapotranspiration, which increases

with increasing mean annual temperature.

Precipitation is essential to soil formation. Water is

necessary for plant and animal growth and for the

chemical reactions that involve mineral weathering.

Water transports colloidal material and dissolved

solids from one part of the profile to another. It

transports the material downward or completely out of

the profile through leaching, or it transports soluble

salts upward through capillary action.

Living Organisms

The soils in Sherburne County formed under prairie

grasses, forbs, and forest. The largest area of

grassland that existed in Sherburne County is the

outwash plain along the Mississippi River, but even in

this area oaks have invaded to some extent. Hubbard,

Mosford, Arvilla, and Renshaw soils formed in this

area. These soils are classified as Mollisols.

Melanization, the darkening of soil by the addition of

organic matter, is the dominant soil-forming process in

Mollisols. Most of the growth in grassland plant

Formation and Classification of the Soils
14 Soil Survey of

communities occurs in the roots rather than in the

upper plant parts. Therefore, most of the organic

matter added to grassland soils is incorporated

directly into the soil upon the dieback of roots. As a

result, Mollisols have a thick, dark surface layer.

Because of a smaller accumulation of organic

matter, soils that form under forest vegetation typically

have a surface layer that is thinner and lighter in color

than the surface layer in soils that formed under grass.

The organic matter biomass accumulation under

forest vegetation is less than that in areas of

grassland. Forested soils also have soil horizons that

show loss of oxides and clay and then a zone or

horizon of accumulation. A soil horizon in which clays

and oxides have accumulated is referred to as an

argillic horizon. Nebish, Milaca, Sanburn, Mora, and

Zimmerman soils formed predominantly under forest

vegetation.

Many of the soils in Sherburne County exhibit

characteristics of soils that formed under both

grassland and forest vegetation. The county is in a

transition zone between areas of these two types of

vegetation.

Micro-organisms are important in sizing and

reworking organic and mineral material in the soil

profile. This mixing increases the surface area

available for weathering and decomposition of

minerals and organic matter. Insects, earthworms, and

rodents mix the soil and form channels that influence

the movement of air and water through the soil.

Human activities, particularly the altering of

vegetation and of the rates of runoff and infiltration,

can affect soil formation by altering the soil-forming

processes.

Relief

Relief is an important factor in soil formation

because it affects drainage, aeration, and erosion.

Because relief influences runoff and drainage, it can

affect the types of vegetation present and the

chemical changes on and in the soil. Soil profile

development occurs most rapidly on well drained,

gentle slopes. Profile development is very slow on

steep slopes, where runoff is rapid, the rate of water

infiltration is slow, and geologic erosion removes the

surface soil almost as quickly as it forms. Excessive

runoff reduces the amount of water that is available for

leaching the soil and for use by plants, and it can

increase the hazard of erosion.

Topographic position on the landscape affects the

drainage class of the soil. Drainage has a distinct

influence on soil formation.

Differences in relief can account for the formation of

different soils in similar kinds of parent material. For

example, Milaca, Mora, Ronneby, Parent, and Prebish

soils all formed in noncalcareous, red glacial till. The

drainage class of each soil is predictable because

each is in a particular landscape position. Milaca soils

are well drained and formed mainly on sloping side

slopes; Mora soils are moderately well drained and

formed in nearly level and gently sloping areas; the

somewhat poorly drained Ronneby soils are in nearly

level and slightly concave areas at the base of long

slopes; the poorly drained Parent soils formed in level

areas where runoff was very slow; and the very poorly

drained Prebish soils are in depressions where water

tends to accumulate.

Parent Material

Deposits of glacial till, outwash sand and gravel,

and alluvium along the Mississippi River are the most

extensive sources of parent material in the survey

area. All of this material was deposited during the

Wisconsin stage (the last major glacial stage) of the

Pleistocene epoch. Less extensive sources are recent

alluvium and organic material.

Two kinds of glacial drift of slightly different age and

markedly different composition have been deposited in

the county. The older drift was deposited by ice of the

Superior Lobe, which flowed into the area from the

north with some blending of the Rainy Lobe. The till in

this drift is reddish brown, is generally loamy and

noncalcareous, and has a high bulk density. It is

commonly referred to as “red till” on drumlins. Pebbles

of basalt, gabbro, felsite, and red sandstone are

common. The Superior Lobe retreated from the area

about 13,500 years ago. Milaca, Mora, and Ronneby

soils, which are near Santiago, formed in till deposited

by the Superior Lobe.

Later, the Grantsburg Sublobe, a protrusion of the

Des Moines Lobe, advanced into the area. This ice

flowed generally northward, to the northern border of

Sherburne County, and brought a light olive brown,

loamy, calcareous drift that contained pebbles of

limestone and shale. The till deposited by the Des

Moines Lobe is commonly referred to as “gray till” or

“buff till.” In some places the Grantsburg Sublobe

picked up deposits previously laid down by the

Superior Lobe; consequently, complex mixtures of

reddish brown and light olive brown drift were

deposited in some areas. Such mixtures are part of

the Elk River Moraine Complex visible on the islands

of till that project through the sand plain north of

Becker and northeast of Elk River. Others project

through the sand on the south side of St. Cloud and in

other small areas in the northwestern part of the

county. A thin smear of sand generally mantles the

surface on the lower slopes of these till islands.
Sherburne County, Minnesota 15

Braham soils formed in till deposited by the

Grantsburg Sublobe, and Cushing soils formed in till

deposited by the Superior Lobe. Nebish soils formed

mainly in till deposited by the Grantsburg Sublobe but

have some mixtures of both tills.

During the retreat of the Grantsburg Sublobe about

12,500 years ago, the ice stagnated in the northern

and eastern parts of the county. Meltwater left

intermixed outwash gravel and sand from both the

Grantsburg and Superior Lobes in a large crevasse in

the ice along the eastern edge of the county. When the

ice melted, this outwash deposit remained and is

evident above the surrounding countryside. Pierz,

Sanburn, and Stonelake soils formed in this gravelly

and sandy material of the Elk River Moraine Complex.

The Anoka Sand Plain area of the Late Wisconsin

outwash in east-central Minnesota was deposited as

the Grantsburg Sublobe receded (Cooper, 1935).

Later, the ice became stabilized along the

northeastern edge of the Mississippi Valley, and

meltwater produced an outwash apron sloping toward

the northeast. The material deposited by the meltwater

consisted of well stratified fine sand on the Anoka

Sand Plain, part of which had not been deeply

reworked by wind. The sand plain was once thought to

be entirely of eolian origin (Leverett and Sardeson,

1932). However, sand-dune areas cover only 7

percent of the Anoka Sand Plain (Cooper, 1935).

Zimmerman, Cantlin, Lino, and Isanti soils formed in

these fine sand deposits.

Finally, the Grantsburg Sublobe retreated

westward, uncovering the Mississippi Valley. Meltwater

from the wasting Des Moines Lobe filled the valley in

Sherburne County with coarse alluvium. This alluvium

underlies two broad terraces that are parallel to the

Mississippi River. The sand is coarse in areas near the

river and becomes increasingly finer with increasing

distance from the river. It is poorly stratified and

generally is deeply leached of carbonates. In places it

is underlain by strata of calcareous gravel. Hubbard,

Mosford, Arvilla, and Sandberg soils are the major

soils in this area.

As the glacier retreated from the area, large blocks

of ice were left in the till and outwash. The melting of

these blocks produced depressions in nearly all of the

glacial deposits. Many of these depressions are now

lakes or bogs. Organic soils developed in shallow

depressions where water stood for part of the year

and along drainageways that were frequently flooded.

The organic material ranges from 12 to more than 51

inches in thickness. Markey, Seelyeville, Cathro, and

Bowstring soils are the major soils in these areas.

The sand dune ridges and parabolic dunes are

organized in larger parabolic dune blankets, which

migrated only limited distances to the southeast. The

predominant dune-building winds were from the

northwest, but south and west winds modified the

dune forms (Keen and Shane, 1990). In some areas

large sand dunes developed on the deposits of fine

sand, probably soon after the ice melted and before

vegetation became well established. The major soils in

this area are the Zimmerman soils that have a thick

solum.

Recent alluvium, the texture of which ranges from

loam to sand, has been deposited on the flood plains

along the major streams in the county. Soils on the

flood plains include Elkriver, Fordum, and Winterfield

soils.

Time

The length of time the parent material has been in

place and exposed to the soil-forming processes is an

important factor in soil formation. Time is required for

the parent material to be changed into a natural body

that has genetically related horizons.

A mature soil is one that has well defined horizons.

A young soil is one that shows little or no horizonation.

Because of differences in parent material, climate,

relief, and organisms, soils that have been forming for

about the same length of time have not necessarily

reached the same degree of profile development. If the

parent material weathers slowly, profile development

is slow. If the slope is steep, soil is removed almost as

soon as it forms and no well defined horizons develop.

In terms of geologic time, the soils in Sherburne

County are quite young.

Classification of the Soils

The system of soil classification used by the

National Cooperative Soil Survey has six categories

(Soil Survey Staff, 1999). Beginning with the broadest,

these categories are the order, suborder, great group,

subgroup, family, and series. Classification is based

on soil properties observed in the field or inferred from

those observations or from laboratory measurements.

Table 1 shows the classification of the soils in the

survey area. The categories are defined in the

following paragraphs.

ORDER. Twelve soil orders are recognized. The

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

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

example is Mollisol.

SUBORDER. Each order is divided into

suborders primarily on the basis of properties that

influence soil genesis and are important to plant

growth or properties that reflect the most important
16 Soil Survey of

variables within the orders. The last syllable in the

name of a suborder indicates the order. An example is

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

GREAT GROUP. Each suborder is divided into

great groups on the basis of close similarities in kind,

arrangement, and degree of development of

pedogenic horizons; soil moisture and temperature

regimes; and base status. Each great group is

identified by the name of a suborder and by a prefix

that indicates a property of the soil. An example is

Endoaquolls (Endo, meaning within, plus aquoll, the

suborder of the Mollisols that has an aquic moisture

regime).

SUBGROUP. Each great group has a typic

subgroup. Other subgroups are intergrades or

extragrades. The typic is the central concept of the

great group; it is not necessarily the most extensive.

Intergrades are transitions to other orders, suborders,

or great groups. Extragrades have some properties

that are not representative of the great group but do

not indicate transitions to any other known kind of soil.

Each subgroup is identified by one or more adjectives

preceding the name of the great group. The adjective

Typic identifies the subgroup that typifies the great

group. An example is Typic Endoaquolls.

FAMILY. Families are established within a

subgroup on the basis of physical and chemical

properties and other characteristics that affect

management. Generally, the properties are those of

horizons below plow depth where there is much

biological activity. Among the properties and

characteristics considered are particle-size class,

mineral content, temperature regime, thickness of the

root zone, consistence, moisture equivalent, slope,

and permanent cracks. A family name consists of the

name of a subgroup preceded by terms that indicate

soil properties. An example is sandy, mixed, frigid

Typic Endoaquolls.

SERIES. The series consists of soils that have

similar horizons in their profile. The horizons are

similar in color, texture, structure, reaction,

consistence, mineral and chemical composition, and

arrangement in the profile. The texture of the surface

layer or of the substratum can differ within a series.
Sherburne County, Minnesota 17

Table 1.--Classification of the Soils

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

 Arvilla------------------|Sandy, mixed, frigid Calcic Hapludolls

 Beltrami-----------------|Fine-loamy, mixed, superactive, frigid Aquic Hapludalfs

 Bluffton-----------------|Fine-loamy, mixed, superactive, frigid Typic Endoaquolls

 Bowstring----------------|Euic, frigid Fluvaquentic Haplosaprists

 Braham-------------------|Loamy, mixed, superactive, frigid Oxyaquic Hapludalfs

 Bushville----------------|Loamy, mixed, superactive, frigid Aquic Arenic Hapludalfs

 Cantlin------------------|Mixed, frigid Typic Udipsamments

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

 Cushing------------------|Fine-loamy, mixed, superactive, frigid Haplic Glossudalfs

 Duelm--------------------|Sandy, mixed, frigid Oxyaquic Hapludolls

 Eckvoll------------------|Loamy, mixed, superactive, frigid Aquic Arenic Hapludalfs

 Elkriver-----------------|Coarse-loamy, mixed, superactive, frigid Cumulic Hapludolls

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

 Hubbard------------------|Sandy, mixed, frigid Entic Hapludolls

 Isan---------------------|Sandy, mixed, frigid Typic Endoaquolls

 Isanti-------------------|Sandy, mixed, frigid Typic Endoaquolls

 Lino---------------------|Mixed, frigid Aquic Udipsamments

 Mahtomedi----------------|Mixed, frigid Typic Udipsamments

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

 Milaca-------------------|Coarse-loamy, mixed, superactive, frigid Typic Hapludalfs

 Milaca, moderately wet---|Coarse-loamy, mixed, superactive, frigid Oxyaquic Hapludalfs

 Mora---------------------|Coarse-loamy, mixed, superactive, frigid Aquic Hapludalfs

 Mosford------------------|Sandy, mixed, frigid Typic Hapludolls

 Nebish-------------------|Fine-loamy, mixed, superactive, frigid Typic Hapludalfs

 Parent-------------------|Coarse-loamy, mixed, superactive, frigid Typic Epiaquolls

 Pierz--------------------|Coarse-loamy, mixed, superactive, frigid Typic Argiudolls

 Prebish------------------|Coarse-loamy, mixed, superactive, frigid Typic Epiaquolls

 Renshaw------------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, frigid Calcic Hapludolls

 Ricelake-----------------|Coarse-loamy, mixed, superactive, frigid Aquic Hapludalfs

 Ronneby------------------|Coarse-loamy, mixed, superactive, frigid Udollic Epiaqualfs

 Rushlake-----------------|Mixed, frigid Aquic Udipsamments

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

 Sandberg-----------------|Sandy, mixed, frigid Calcic Hapludolls

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

 Stonelake----------------|Sandy-skeletal, mixed, frigid Typic Udorthents

 Talmoon------------------|Fine-loamy, mixed, superactive, frigid Mollic Endoaqualfs

 Udipsamments-------------|Mixed Udipsamments

 Udorthents---------------|Mixed, nonacid Udorthents

 Verndale-----------------|Coarse-loamy, mixed, superactive, frigid Typic Argiudolls

 Waukon-------------------|Fine-loamy, mixed, superactive, frigid Mollic Hapludalfs

 Winterfield--------------|Mixed, frigid Aquic Udipsamments

 Zimmerman----------------|Mixed, frigid Lamellic Udipsamments

 | __________________________________________________________________________________________________________________________

19

In this section, arranged in numerical order, are the

soil map unit descriptions for the soil series mapped in

Sherburne County.

Characteristics of the soil and the material in which

it formed are identified for each soil series. A brief

description of the soil profile is provided. For more

information about a soil series, the official series

description can be viewed or downloaded from the

following Website: http://www.statlab.iastate.edu/cgibin/osdname.cgi. The detailed description of each soil

horizon follows standards in the “Soil Survey Manual”

(Soil Survey Division Staff, 1993) (http://www.statlab.

iastate.edu/soils/ssm). Many of the technical terms

used in the descriptions are defined in “Keys to Soil

Taxonomy” (Soil Survey Staff, 1998) (http://www.

statlab.iastate.edu/soils/keytax).

The map units on the soil maps in this survey

represent the soils or miscellaneous areas in the

survey area. These soils or miscellaneous areas are

listed as individual components in the map unit

descriptions. The map unit descriptions in this section,

along with the maps, can be used to determine the

suitability and potential of a unit for specific uses. They

also can be used to plan the management needed for

those uses. More information about each map unit is

provided in the tables (see Contents).

A map unit delineation on the soil maps represents

an area on the landscape. It is identified by differences

in the properties and taxonomic classification of

components and by the percentage of each

component in the map unit.

Components that are dissimilar, or contrasting, are

identified in the map unit description. Dissimilar

components are those that have properties and

behavioral characteristics divergent enough from

those of the major components to affect use or to

require different management. They generally are in

small areas and could not be mapped separately

because of the scale used. Some small areas of

strongly contrasting soils or miscellaneous areas are

identified by a special symbol on the maps.

Components that are similar to the major

components (noncontrasting) are not identified in the

map unit description. Similar components are those

that have properties and behavioral characteristics

similar enough to those of the major components that

they do not affect use or require different

management.

The presence of multiple components in a map unit

in no way diminishes the usefulness or accuracy of

the data. The objective of mapping is not to delineate

pure taxonomic classes but rather to separate the

landscape into segments that have similar use and

management requirements. The delineation of such

landscape segments on the map provides sufficient

information for the development of resource plans, but

if intensive use of small areas is planned, onsite

investigation is needed to define and locate the soils

and miscellaneous areas.

An identifying symbol is used for each map unit on

the soil maps. This symbol precedes the map unit

name in the map unit descriptions. Each description

includes general information about the unit. The map

unit descriptions include representative values in feet

and the months in which wet soil moisture status is

highest and lowest in the soil profile and ponding is

shallowest and deepest on the soil surface. The

descriptions also include the classes of flooding and

the months in which flooding is least and most likely to

occur. Tables 20, 21, and 22 provide a complete

display of this data for every month of the year. The

available water capacity given in each map unit

description is calculated for all horizons in the soil

profile. The organic matter content displayed in each

map unit description is calculated for all horizons in

the soil profile, except those that represent the surface

duff layer on forested soils. Table 18 provides a

complete display of available water capacity and

organic matter content by horizon.

The principal hazards and limitations to be

considered in planning for specific uses are described

in other sections of this survey.

Soils that have profiles that are almost alike make

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

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

a series have major horizons that are similar in

composition, thickness, and arrangement.

Soils of one series can differ in texture of the

surface layer or of the underlying layers. They also can

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

Soil Map Unit Descriptions
20 Soil Survey of

erosion, and other characteristics that affect their use.

On the basis of such differences, a soil series is

divided into soil phases. The name of a soil phase

commonly indicates a feature that affects use or

management. For example, Hubbard loamy sand, 0

to 2 percent slopes, is a phase of the Hubbard

series.

A map unit is named for the component or

components that make up a dominant percentage of

the map unit. Many map units consist of one dominant

component. These map units are consociations.

Zimmerman fine sand, 3 to 6 percent slopes, is an

example.

Some map units are made up of two or more

dominant components. These map units are

complexes or undifferentiated groups.

A complex consists of two or more components in

such an intricate pattern or in such small areas that

they cannot be shown separately on the maps.

Attempting to delineate the individual components of a

complex would result in excessive clutter that could

make the map illegible. The pattern and proportion of

the components in a complex are somewhat similar in

all areas. Stonelake-Nebish complex, 2 to 6 percent

slopes, is an example.

An undifferentiated group is made up of two or

more components that could be mapped individually

but are mapped as one unit because similar

interpretations can be made for use and

management. The pattern and proportion of the

components in a mapped area are not uniform. An

area can be made up of only one of the dominant

components, or it can be made up of all of them.

Seelyeville and Bowstring soils, 0 to 1 percent slopes,

frequently flooded, is an undifferentiated group in this

survey area.

This survey includes miscellaneous areas. Such

areas have little or no soil material and support little or

no vegetation. Pits, quarry, is an example.

Table 2 gives the acreage and proportionate extent

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

properties of the soils and the limitations, capabilities,

and potentials for many uses. The Glossary defines

many of the terms used in describing the soils or

miscellaneous areas.

7A—Hubbard loamy sand, 0 to 2 percent

slopes

Component Description

Hubbard and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap,AB—0 to 20 inches; loamy sand

Bw—20 to 32 inches; loamy sand

BC,C—32 to 80 inches; sand

Additional Components

Soils that have a gravelly substratum

Extent: 2 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of till or bedrock

Extent: 1 percent of the unit

7B—Hubbard loamy sand, 2 to 6 percent

slopes

Component Description

Hubbard and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains and

hills on stream terraces

Position on the landform: Summits, shoulders, and

backslopes

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None
Sherburne County, Minnesota 21

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap,A—0 to 18 inches; loamy sand

Bw—18 to 23 inches; loamy sand

BC,C—23 to 80 inches; sand

Additional Components

Soils that have a gravelly substratum

Extent: 2 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Soils that have a till substratum

Extent: 1 percent of the unit

7C—Hubbard loamy sand, 6 to 12 percent

slopes

Component Description

Hubbard and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains and

hills on stream terraces

Position on the landform: Backslopes, shoulders, and

summits

Slope range: 6 to 12 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.6

inches

Content of organic matter in the upper 10 inches: 2.0

percent

Typical profile:

Ap,AB—0 to 12 inches; loamy sand

Bw—12 to 33 inches; coarse sand

C—33 to 80 inches; coarse sand

Additional Components

Isan and similar soils

Extent: 2 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of fine sand

Extent: 1 percent of the unit

Soils that have a gravelly substratum

Extent: 1 percent of the unit

32B—Nebish fine sandy loam, 2 to 6

percent slopes

Component Description

Nebish and similar soils

Extent: 85 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

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

3.6 feet (April)

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

More than 6.7 feet (January, February, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.8

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 5 inches; fine sandy loam

Bt—5 to 43 inches; clay loam

C—43 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 5 percent of the unit
22 Soil Survey of

Bluffton and similar soils

Extent: 4 percent of the unit

Talmoon and similar soils

Extent: 4 percent of the unit

Braham and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

32C—Nebish fine sandy loam, 6 to 12

percent slopes

Component Description

Nebish and similar soils

Extent: 85 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.7

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 7 inches; fine sandy loam

BE—7 to 11 inches; fine sandy loam

Bt—11 to 44 inches; clay loam

C—44 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 5 percent of the unit

Bluffton and similar soils

Extent: 5 percent of the unit

Talmoon and similar soils

Extent: 3 percent of the unit

Braham and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

32D—Nebish fine sandy loam, 12 to 18

percent slopes

Component Description

Nebish and similar soils

Extent: 85 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and backslopes

Slope range: 12 to 18 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.4

inches

Content of organic matter in the upper 10 inches: 1.0

percent

Typical profile:

Ap—0 to 3 inches; fine sandy loam

Bt—3 to 22 inches; clay loam

C—22 to 80 inches; loam

Additional Components

Bluffton and similar soils

Extent: 7 percent of the unit

Talmoon and similar soils

Extent: 5 percent of the unit

Beltrami and similar soils

Extent: 1 percent of the unit

Braham and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit
Sherburne County, Minnesota 23

32E—Nebish fine sandy loam, 18 to 35

percent slopes

Component Description

Nebish and similar soils

Extent: 85 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and backslopes

Slope range: 18 to 35 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

E—4 to 13 inches; fine sandy loam

Bt—13 to 36 inches; clay loam

C—36 to 80 inches; loam

Additional Components

Bluffton and similar soils

Extent: 8 percent of the unit

Beltrami and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

38B—Waukon fine sandy loam, 2 to 6

percent slopes

Component Description

Waukon and similar soils

Extent: 90 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

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

3.6 feet (April)

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

More than 6.7 feet (January, February, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.9

inches

Content of organic matter in the upper 10 inches: 2.9

percent

Typical profile:

Ap—0 to 8 inches; fine sandy loam

E—8 to 12 inches; fine sandy loam

BE,Bt—12 to 43 inches; loam

Bk—43 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 5 percent of the unit

Soils that have a substratum of sandy loam

Extent: 3 percent of the unit

Talmoon and similar soils

Extent: 2 percent of the unit

75—Bluffton loam, depressional, 0 to 1

percent slopes

Component Description

Bluffton, depressional, and similar soils

Extent: 90 percent of the unit

Geomorphic description: Moraines

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Till

Flooding: None

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

the surface (April, May, June)

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

feet (February)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 10.6

inches
24 Soil Survey of

Content of organic matter in the upper 10 inches: 5.0

percent

Typical profile:

A1,A2—0 to 13 inches; loam

Bg—13 to 40 inches; loam

Cg—40 to 80 inches; loam

Additional Components

Soils that have a surface layer of muck

Extent: 5 percent of the unit

Talmoon and similar soils

Extent: 3 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 2 percent of the unit

125—Beltrami fine sandy loam, 0 to 3

percent slopes

Component Description

Beltrami and similar soils

Extent: 90 percent of the unit

Geomorphic description: Moraines

Position on the landform: Flats and slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Till

Flooding: None

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

1.5 feet (April)

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

More than 6.7 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 10.0

inches

Content of organic matter in the upper 10 inches: 2.6

percent

Typical profile:

Ap—0 to 6 inches; fine sandy loam

Bt1—6 to 12 inches; loam

Bt2,Bt4—12 to 48 inches; clay loam

C—48 to 80 inches; loam

Additional Components

Talmoon and similar soils

Extent: 4 percent of the unit

Bluffton and similar soils

Extent: 3 percent of the unit

Nebish and similar soils

Extent: 2 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

152C—Milaca fine sandy loam, 6 to 12

percent slopes

Component Description

Milaca and similar soils

Extent: 95 percent of the unit

Geomorphic description: Drumlins

Position on the landform: Shoulders and summits

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6

inches

Content of organic matter in the upper 10 inches: 0.4

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

E—4 to 12 inches; fine sandy loam

Bt—12 to 20 inches; fine sandy loam

BC—20 to 42 inches; sandy loam

Cd—42 to 80 inches; sandy loam

Additional Components

Mora and similar soils

Extent: 2 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 2 percent of the unit

Parent and similar soils

Extent: 1 percent of the unit
Sherburne County, Minnesota 25

152E—Milaca fine sandy loam, 12 to 25

percent slopes

Component Description

Milaca and similar soils

Extent: 95 percent of the unit

Geomorphic description: Drumlins

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6

inches

Content of organic matter in the upper 10 inches: 0.4

percent

Typical profile:

A—0 to 3 inches; fine sandy loam

E—3 to 12 inches; fine sandy loam

Bt—12 to 20 inches; fine sandy loam

BC—20 to 40 inches; sandy loam

Cd—40 to 80 inches; sandy loam

Additional Components

Soils that have a substratum of sand or gravel

Extent: 2 percent of the unit

Braham and similar soils

Extent: 1 percent of the unit

Mora and similar soils

Extent: 1 percent of the unit

Parent and similar soils

Extent: 1 percent of the unit

158A—Zimmerman fine sand, 0 to 3

percent slopes

Component Description

Zimmerman and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Flats and slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Ap—0 to 7 inches; fine sand

E,Bw,E&Bt—7 to 80 inches; fine sand

Additional Components

Cantlin and similar soils

Extent: 2 percent of the unit

Lino and similar soils

Extent: 2 percent of the unit

Isanti and similar soils

Extent: 1 percent of the unit

158B—Zimmerman fine sand, 3 to 6

percent slopes

Component Description

Zimmerman and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Summits and backslopes

Slope range: 3 to 6 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 6 inches; fine sand

E,Bw,E&Bt—6 to 80 inches; fine sand
26 Soil Survey of

Additional Components

Cantlin and similar soils

Extent: 2 percent of the unit

Lino and similar soils

Extent: 2 percent of the unit

Isanti and similar soils

Extent: 1 percent of the unit

158C—Zimmerman fine sand, 6 to 12

percent slopes

Component Description

Zimmerman and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Backslopes and summits

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 6 inches; fine sand

E,Bw,E&Bt—6 to 80 inches; fine sand

Additional Components

Isanti and similar soils

Extent: 2 percent of the unit

Cantlin and similar soils

Extent: 1 percent of the unit

Lino and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of loam or sandy

loam

Extent: 1 percent of the unit

158E—Zimmerman fine sand, 12 to 25

percent slopes

Component Description

Zimmerman and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.5

percent

Typical profile:

A—0 to 3 inches; fine sand

E,Bw,E&Bt—3 to 80 inches; fine sand

Additional Components

Lino and similar soils

Extent: 3 percent of the unit

Isanti and similar soils

Extent: 2 percent of the unit

161—Isanti fine sandy loam,

depressional, 0 to 1 percent slopes

Component Description

Isanti, depressional, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Outwash

Flooding: None
Sherburne County, Minnesota 27

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

the surface (April, May, June)

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

feet (February)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 5.3

inches

Content of organic matter in the upper 10 inches: 9.0

percent

Typical profile:

A1,A3—0 to 16 inches; fine sandy loam

Bg—16 to 28 inches; loamy fine sand

Cg—28 to 80 inches; fine sand

Additional Components

Markey and similar soils

Extent: 3 percent of the unit

Lino and similar soils

Extent: 2 percent of the unit

162—Lino loamy fine sand, 0 to 2 percent

slopes

Component Description

Lino and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Flats and slight rises

Slope range: 0 to 2 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Outwash

Flooding: None

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

1.5 feet (April)

Wet soil moisture status is lowest (depth, months): 4.5

feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 8 inches; loamy fine sand

Bw—8 to 38 inches; loamy fine sand

Cg—38 to 80 inches; fine sand

Additional Components

Isanti and similar soils

Extent: 2 percent of the unit

Cantlin and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of gravel

Extent: 1 percent of the unit

Zimmerman and similar soils

Extent: 1 percent of the unit

164A—Mora loam, 0 to 3 percent slopes

Component Description

Mora and similar soils

Extent: 95 percent of the unit

Geomorphic description: Drumlins

Position on the landform: Flats and slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Till

Flooding: None

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

1.0 foot (April)

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

More than 6.7 feet (January, February, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 6.9

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 6 inches; loam

E—6 to 15 inches; sandy loam

BE,Bt—15 to 36 inches; sandy loam

BC—36 to 48 inches; sandy loam

Cd—48 to 80 inches; sandy loam

Additional Components

Parent and similar soils

Extent: 3 percent of the unit

Soils that have a gravelly substratum

Extent: 1 percent of the unit
28 Soil Survey of

Milaca and similar soils

Extent: 1 percent of the unit

165—Parent loam, 0 to 2 percent slopes

Component Description

Parent and similar soils

Extent: 90 percent of the unit

Geomorphic description: Interdrumlins

Position on the landform: Flats and swales

Slope range: 0 to 2 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Till

Flooding: None

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

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months): 2.5

feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5

inches

Content of organic matter in the upper 10 inches: 5.5

percent

Typical profile:

A1,A2—0 to 15 inches; loam

Bg—15 to 33 inches; loam

BC—33 to 40 inches; sandy loam

Cd—40 to 80 inches; sandy loam

Additional Components

Prebish and similar soils

Extent: 5 percent of the unit

Ronneby and similar soils

Extent: 3 percent of the unit

Mora and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

166—Ronneby loam, 0 to 2 percent slopes

Component Description

Ronneby and similar soils

Extent: 90 percent of the unit

Geomorphic description: Interdrumlins

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Till

Flooding: None

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

0.7 foot (April)

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

More than 6.7 feet (January, February, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 8.1

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

A—0 to 4 inches; loam

E—4 to 12 inches; fine sandy loam

BE,Bt—12 to 45 inches; fine sandy loam

BC—45 to 56 inches; fine sandy loam

Cd—56 to 80 inches; fine sandy loam

Additional Components

Parent and similar soils

Extent: 4 percent of the unit

Prebish and similar soils

Extent: 3 percent of the unit

Mora and similar soils

Extent: 2 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

169B—Braham loamy fine sand, 3 to 6

percent slopes

Component Description

Braham and similar soils

Extent: 90 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 3 to 6 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained
Sherburne County, Minnesota 29

Parent material: Outwash over till

Flooding: None

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

2.5 feet (April)

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

More than 6.7 feet (January, February, June, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 8.7

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; loamy fine sand

E—9 to 21 inches; loamy fine sand

2Bt—21 to 46 inches; clay loam

2Bk—46 to 80 inches; loam

Additional Components

Eckvoll and similar soils

Extent: 5 percent of the unit

Talmoon and similar soils

Extent: 3 percent of the unit

Nebish and similar soils

Extent: 2 percent of the unit

169C—Braham loamy fine sand, 6 to 12

percent slopes

Component Description

Braham and similar soils

Extent: 90 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Outwash over till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 8.1

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

Ap—0 to 8 inches; loamy fine sand

E—8 to 28 inches; loamy sand

2Bt—28 to 48 inches; clay loam

2Bk—48 to 80 inches; loam

Additional Components

Eckvoll and similar soils

Extent: 3 percent of the unit

Nebish and similar soils

Extent: 3 percent of the unit

Talmoon and similar soils

Extent: 3 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

169D—Braham loamy fine sand, 12 to 18

percent slopes

Component Description

Braham and similar soils

Extent: 90 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and backslopes

Slope range: 12 to 18 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Outwash over till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.8

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

Ap—0 to 8 inches; loamy fine sand

E—8 to 32 inches; loamy sand

2Bt—32 to 55 inches; clay loam

2Bk—55 to 80 inches; loam

Additional Components

Eckvoll and similar soils

Extent: 4 percent of the unit

Talmoon and similar soils

Extent: 3 percent of the unit
30 Soil Survey of

Nebish and similar soils

Extent: 2 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

204B—Cushing fine sandy loam, 2 to 8

percent slopes

Component Description

Cushing and similar soils

Extent: 90 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 2 to 8 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

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

3.6 feet (April)

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

More than 6.7 feet (January, February, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.0

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 6 inches; fine sandy loam

E,B/E—6 to 22 inches; fine sandy loam

Bt,BC—22 to 44 inches; clay loam

C—44 to 80 inches; loam

Additional Components

Talmoon and similar soils

Extent: 4 percent of the unit

Bluffton and similar soils

Extent: 3 percent of the unit

Beltrami and similar soils

Extent: 2 percent of the unit

Soils that have a sandy substratum

Extent: 1 percent of the unit

204C—Cushing fine sandy loam, 8 to 15

percent slopes

Component Description

Cushing and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and backslopes

Slope range: 8 to 15 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.0

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 7 inches; fine sandy loam

E—7 to 21 inches; fine sandy loam

Bt—21 to 44 inches; clay loam

C—44 to 80 inches; sandy loam

Additional Components

Bluffton and similar soils

Extent: 2 percent of the unit

Beltrami and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 1 percent of the unit

Talmoon and similar soils

Extent: 1 percent of the unit

258B—Sandberg loamy coarse sand, 1 to

6 percent slopes

Component Description

Sandberg and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on stream terraces
Sherburne County, Minnesota 31

Position on the landform: Summits, shoulders, and

backslopes

Slope range: 1 to 6 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap,A—0 to 14 inches; loamy coarse sand

Bw—14 to 32 inches; gravelly coarse sand

C—32 to 80 inches; sand

Additional Components

Soils that have a sandy substratum

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

258C—Sandberg loamy coarse sand, 6 to

12 percent slopes

Component Description

Sandberg and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.6

inches

Content of organic matter in the upper 10 inches: 2.0

percent

Typical profile:

Ap—0 to 11 inches; loamy coarse sand

Bw—11 to 26 inches; coarse sand

C—26 to 80 inches; coarse sand

Additional Components

Soils that have a sandy substratum

Extent: 2 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Soils that have a substratum of sandy loam

Extent: 1 percent of the unit

258E—Sandberg loamy coarse sand, 12

to 35 percent slopes

Component Description

Sandberg and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on stream terraces;

escarpments

Position on the landform: Shoulders and backslopes

Slope range: 12 to 35 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.6

inches

Content of organic matter in the upper 10 inches: 2.0

percent

Typical profile:

A—0 to 11 inches; loamy coarse sand

Bw—11 to 27 inches; coarse sand

C—27 to 80 inches; gravelly coarse sand

Additional Components

Soils that have a sandy substratum

Extent: 3 percent of the unit
32 Soil Survey of

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

260—Duelm loamy sand, 0 to 2 percent

slopes

Component Description

Duelm and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Flats and slight rises

Slope range: 0 to 2 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Outwash

Flooding: None

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

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months): 4.0

feet (February, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.4

inches

Content of organic matter in the upper 10 inches: 4.0

percent

Typical profile:

Ap,AB—0 to 16 inches; loamy sand

Bw—16 to 30 inches; coarse sand

C—30 to 80 inches; coarse sand

Additional Components

Isan and similar soils

Extent: 2 percent of the unit

Soils that have a gravelly substratum or a bedrock

substratum

Extent: 1 percent of the unit

Bushville and similar soils

Extent: 1 percent of the unit

Hubbard and similar soils

Extent: 1 percent of the unit

261—Isan sandy loam, depressional, 0 to

1 percent slopes

Component Description

Isan, depressional, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Outwash

Flooding: None

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

the surface (April, May, June)

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

feet (February)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 6.5

percent

Typical profile:

A—0 to 14 inches; sandy loam

AB,Bg—14 to 34 inches; loamy sand

Cg—34 to 80 inches; coarse sand

Additional Components

Duelm and similar soils

Extent: 2 percent of the unit

Soils that have a gravelly substratum

Extent: 2 percent of the unit

Soils that have a surface layer of muck

Extent: 1 percent of the unit

325—Prebish fine sandy loam,

depressional, 0 to 1 percent slopes

Component Description

Prebish, depressional, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Interdrumlins
Sherburne County, Minnesota 33

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Till

Flooding: None

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

the surface (April, May, June)

Wet soil moisture status is lowest (depth, months): 1.0

foot (February, March, August, September)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 6.8

inches

Content of organic matter in the upper 10 inches: 6.0

percent

Typical profile:

A1,A2—0 to 15 inches; fine sandy loam

Bg,BC—15 to 41 inches; sandy loam

Cd—41 to 80 inches; fine sandy loam

Additional Components

Cathro and similar soils

Extent: 2 percent of the unit

Parent and similar soils

Extent: 2 percent of the unit

Soils that have a sandy substratum

Extent: 1 percent of the unit

341—Arvilla sandy loam, 0 to 2 percent

slopes

Component Description

Arvilla and similar soils

Extent: 95 percent of the unit

Geomorphic description: Stream terraces

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap,A—0 to 14 inches; sandy loam

Bw—14 to 20 inches; sandy loam

2Bw,2Bk,2C—20 to 80 inches; gravelly coarse

sand

Additional Components

Soils that have a sandy substratum

Extent: 3 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit

346—Talmoon loam, 0 to 2 percent slopes

Component Description

Talmoon and similar soils

Extent: 90 percent of the unit

Geomorphic description: Moraines

Position on the landform: Flats and swales

Slope range: 0 to 2 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Till

Flooding: None

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

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months): 2.5

feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 10.7

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 7 inches; loam

Eg—7 to 12 inches; fine sandy loam

Btg—12 to 32 inches; clay loam

Bk—32 to 80 inches; loam

Additional Components

Bluffton and similar soils

Extent: 6 percent of the unit

Beltrami and similar soils

Extent: 2 percent of the unit
34 Soil Survey of

Soils that have a substratum of sand or gravel

Extent: 2 percent of the unit

373—Renshaw loam, 0 to 3 percent

slopes

Component Description

Renshaw and similar soils

Extent: 95 percent of the unit

Geomorphic description: Stream terraces

Position on the landform: Flats

Slope range: 0 to 3 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 2.8

percent

Typical profile:

Ap—0 to 9 inches; loam

Bw—9 to 15 inches; loam

2Bw,2C—15 to 80 inches; gravelly coarse sand

Additional Components

Duelm and similar soils

Extent: 2 percent of the unit

Soils that have a sandy substratum

Extent: 2 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

454B—Mahtomedi loamy coarse sand, 1

to 6 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Summits and backslopes

Slope range: 1 to 6 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 9 inches; loamy coarse sand

Bw—9 to 36 inches; gravelly coarse sand

BC,C—36 to 80 inches; coarse sand

Additional Components

Sanburn and similar soils

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

454C—Mahtomedi loamy coarse sand, 6

to 15 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Summits and backslopes

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.2

inches

Content of organic matter in the upper 10 inches: 0.4

percent

Typical profile:

Ap—0 to 3 inches; loamy coarse sand
Sherburne County, Minnesota 35

Bw—3 to 17 inches; gravelly sand

C—17 to 80 inches; sand

Additional Components

Sanburn and similar soils

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

540—Seelyeville muck, 0 to 1 percent

slopes

Component Description

Seelyeville and similar soils

Extent: 95 percent of the unit

Geomorphic description: Moraines, outwash plains,

and stream terraces

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material

Flooding: None

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

the surface (April, May, June)

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

feet (February)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 23.9

inches

Content of organic matter in the upper 10 inches: 62.0

percent

Typical profile:

Oa1—0 to 10 inches; muck

Oa2,Oa5—10 to 80 inches; muck

Additional Components

Cathro and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Isanti and similar soils

Extent: 1 percent of the unit

Markey and similar soils

Extent: 1 percent of the unit

Prebish and similar soils

Extent: 1 percent of the unit

543—Markey muck, 0 to 1 percent slopes

Component Description

Markey and similar soils

Extent: 90 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material over outwash

Flooding: None

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

the surface (April, May, June)

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

feet (February)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 15.8

inches

Content of organic matter in the upper 10 inches: 70.0

percent

Typical profile:

Oa—0 to 36 inches; muck

2A—36 to 42 inches; loamy sand

2Cg—42 to 80 inches; sand

Additional Components

Isanti and similar soils

Extent: 5 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit

Seelyeville and similar soils

Extent: 2 percent of the unit
36 Soil Survey of

Lino and similar soils

Extent: 1 percent of the unit

544—Cathro muck, 0 to 1 percent slopes

Component Description

Cathro and similar soils

Extent: 95 percent of the unit

Geomorphic description: Moraines

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material over till

Flooding: None

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

the surface (April, May, June)

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

feet (February)

Ponding is shallowest (depth, months): 0.5 foot (June)

Ponding is deepest (depth, months): 1.0 foot (March,

April, May)

Available water capacity to a depth of 60 inches: 20.0

inches

Content of organic matter in the upper 10 inches: 72.5

percent

Typical profile:

Oa1,Oa2—0 to 30 inches; muck

2A—30 to 38 inches; loam

2Cg—38 to 80 inches; loam

Additional Components

Bluffton and similar soils

Extent: 2 percent of the unit

Markey and similar soils

Extent: 1 percent of the unit

Prebish and similar soils

Extent: 1 percent of the unit

Seelyeville and similar soils

Extent: 1 percent of the unit

565—Eckvoll loamy fine sand, 0 to 3

percent slopes

Component Description

Eckvoll and similar soils

Extent: 90 percent of the unit

Geomorphic description: Moraines

Position on the landform: Flats and slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Outwash over till

Flooding: None

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

1.5 feet (April)

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

More than 6.7 feet (January, February, June, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; loamy fine sand

E—9 to 24 inches; fine sand

2Bt—24 to 45 inches; loam

2C—45 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 4 percent of the unit

Bluffton and similar soils

Extent: 4 percent of the unit

Zimmerman and similar soils

Extent: 2 percent of the unit

567—Verndale sandy loam, 0 to 2 percent

slopes

Component Description

Verndale and similar soils

Extent: 95 percent of the unit
Sherburne County, Minnesota 37

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt—10 to 19 inches; sandy loam

2Bw—19 to 28 inches; sand

2C—28 to 80 inches; sand

Additional Components

Hubbard and similar soils

Extent: 2 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit

Soils that have a gravelly substratum

Extent: 1 percent of the unit

623A—Pierz sandy loam, 0 to 2 percent

slopes

Component Description

Pierz and similar soils

Extent: 95 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.7

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap,A,AB—0 to 16 inches; sandy loam

Bt—16 to 29 inches; sandy loam

2C—29 to 80 inches; gravelly sand

Additional Components

Isan and similar soils

Extent: 2 percent of the unit

Soils that have a thin loamy mantle

Extent: 2 percent of the unit

Stonelake and similar soils

Extent: 1 percent of the unit

623B—Pierz sandy loam, 2 to 6 percent

slopes

Component Description

Pierz and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Summits and backslopes

Slope range: 2 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 2.8

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 22 inches; sandy loam

2C—22 to 80 inches; very gravelly coarse sand

Additional Components

Soils that have a thin loamy mantle

Extent: 3 percent of the unit
38 Soil Survey of

Isan and similar soils

Extent: 1 percent of the unit

Stonelake and similar soils

Extent: 1 percent of the unit

708—Rushlake coarse sand, 1 to 4

percent slopes

Component Description

Rushlake and similar soils

Extent: 85 percent of the unit

Geomorphic description: Beaches

Position on the landform: Flats and slight rises

Slope range: 1 to 4 percent

Texture of the surface layer: Coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Outwash

Flooding: None

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

2.0 feet (April)

Wet soil moisture status is lowest (depth, months): 4.0

feet (February, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 3.6

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

A—0 to 9 inches; coarse sand

C—9 to 80 inches; coarse sand

Additional Components

Isan and similar soils

Extent: 10 percent of the unit

Hubbard and similar soils

Extent: 5 percent of the unit

730A—Sanburn fine sandy loam, 0 to 2

percent slopes

Component Description

Sanburn and similar soils

Extent: 90 percent of the unit

Geomorphic description: Moraines and outwash plains

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Ap—0 to 6 inches; fine sandy loam

Bt—6 to 18 inches; sandy loam

2Bt,2BC,2C—18 to 80 inches; gravelly coarse

sand

Additional Components

Soils that have a thick loamy mantle

Extent: 6 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit

Moderately well drained soils

Extent: 1 percent of the unit

Stonelake and similar soils

Extent: 1 percent of the unit

730B—Sanburn fine sandy loam, 2 to 6

percent slopes

Component Description

Sanburn and similar soils

Extent: 90 percent of the unit

Geomorphic description: Hills on outwash plains and

hills on moraines

Position on the landform: Summits and backslopes

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year
Sherburne County, Minnesota 39

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 5 inches; fine sandy loam

Bt—5 to 19 inches; sandy loam

2BC,2C—19 to 80 inches; gravelly coarse sand

Additional Components

Soils that have a thin loamy mantle

Extent: 6 percent of the unit

Cushing and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Moderately well drained soils

Extent: 1 percent of the unit

Stonelake and similar soils

Extent: 1 percent of the unit

732B—Bushville fine sand, 2 to 6 percent

slopes

Component Description

Bushville and similar soils

Extent: 95 percent of the unit

Geomorphic description: Drumlins

Position on the landform: Backslopes and summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Outwash over till

Flooding: None

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

1.0 foot (April)

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

More than 6.7 feet (January, February, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 8 inches; fine sand

E1,E2,E3—8 to 28 inches; fine sand

2Bt—28 to 33 inches; fine sandy loam

2BC—33 to 43 inches; fine sandy loam

2Cd—43 to 80 inches; sandy loam

Additional Components

Soils that have a thick sandy mantle

Extent: 2 percent of the unit

Mora and similar soils

Extent: 1 percent of the unit

Parent and similar soils

Extent: 1 percent of the unit

Ronneby and similar soils

Extent: 1 percent of the unit

768—Mosford sandy loam, 0 to 2 percent

slopes

Component Description

Mosford and similar soils

Extent: 95 percent of the unit

Geomorphic description: Stream terraces and outwash

plains

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap,A—0 to 12 inches; sandy loam

Bw—12 to 16 inches; coarse sandy loam

2Bw—16 to 21 inches; coarse sand

2C—21 to 80 inches; sand
40 Soil Survey of

Additional Components

Duelm and similar soils

Extent: 1 percent of the unit

Soils that have a gravelly substratum

Extent: 1 percent of the unit

Hubbard and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Sandberg and similar soils

Extent: 1 percent of the unit

771—Elkriver fine sandy loam, 0 to 2

percent slopes, rarely flooded

Component Description

Elkriver, rarely flooded, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Flats and slight rises

Slope range: 0 to 2 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Alluvium

Flooding does not occur (months): January, February,

July, August, September, October, November,

December

Flooding is most likely (frequency, months): Rare

(March, April, May, June)

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

3.0 feet (April)

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

More than 6.7 feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 8.2

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

Ap—0 to 10 inches; fine sandy loam

A1,A3—10 to 35 inches; fine sandy loam

Bw—35 to 39 inches; fine sandy loam

2C—39 to 80 inches; sand

Additional Components

Hubbard and similar soils

Extent: 3 percent of the unit

Fordum and similar soils

Extent: 1 percent of the unit

Occasionally flooded soils

Extent: 1 percent of the unit

799—Seelyeville and Bowstring soils, 0 to

1 percent slopes, frequently flooded

Component Description

Seelyeville, frequently flooded, and similar soils

Extent: 45 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Flats

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material

Flooding does not occur (months): January, February,

September, October, November, December

Flooding is most likely (frequency, months): Frequent

(March, April, May, June)

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

the surface (April, May, June)

Wet soil moisture status is lowest (depth, months): 1.8

feet (February)

Ponding: None

Available water capacity to a depth of 60 inches: 23.9

inches

Content of organic matter in the upper 10 inches: 62.0

percent

Typical profile:

Oa1—0 to 12 inches; muck

Oa2,Oa3—12 to 80 inches; muck

Bowstring, frequently flooded, and similar soils

Extent: 45 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Flats

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)
Sherburne County, Minnesota 41

Drainage class: Very poorly drained

Parent material: Organic material and alluvium

Flooding does not occur (months): January, February,

September, October, November, December

Flooding is most likely (frequency, months): Frequent

(March, April, May, June)

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

the surface (April, May, June)

Wet soil moisture status is lowest (depth, months): 1.8

feet (February)

Ponding: None

Available water capacity to a depth of 60 inches: 21.3

inches

Content of organic matter in the upper 10 inches: 65.0

percent

Typical profile:

Oa1,Oa2—0 to 38 inches; muck

Cg—38 to 47 inches; stratified fine sand to fine

sandy loam

O ́a—47 to 80 inches; muck

Additional Components

Fordum and similar soils

Extent: 5 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 4 percent of the unit

Winterfield and similar soils

Extent: 1 percent of the unit

1013—Pits, quarry

Component Description

Pits

Extent: 90 percent of the unit

Geomorphic description: Stream terraces

Position on the landform: Flats

Texture of the surface layer: Unweathered bedrock

Depth to restrictive feature: Bedrock (lithic)—0 to 4

inches

Parent material: Bedrock, granite

General description: This map unit consists of open

pits from which granite has been mined. These

areas are active or abandoned. Some pits have

water in them because they were mined to a depth

below the regional aquifer.

Additional Components

Isan and similar soils

Extent: 3 percent of the unit

Soils that have sand over a bedrock substratum

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 2 percent of the unit

Hubbard and similar soils

Extent: 2 percent of the unit

1015—Udipsamments, cut and fill land

Component Description

Udipsamments

Extent: 90 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Slope range: 0 to 6 percent

Parent material: Variable sandy material

Flooding: None

General description: Udipsamments are nearly level

areas that had minimal grading or were borrow

areas. The cut and fill material is dominantly the

sandy parent material. Because of the variability

of this map unit, interpretations for specific uses

are not available. Onsite investigation is needed.

Additional Components

Moderately well drained soils

Extent: 4 percent of the unit

Soils that have a gravelly substratum

Extent: 3 percent of the unit

Isan and similar soils

Extent: 3 percent of the unit

1016—Udorthents, loamy, cut and fill land

Component Description

Udorthents

Extent: 90 percent of the unit

Geomorphic description: Moraines

Slope range: 0 to 12 percent

Parent material: Variable loamy material

Flooding: None

General description: Udorthents consist primarily of

areas that have been cut and/or filled for

development. The cut and/or fill material is

dominantly loamy soil material. As much as 30
42 Soil Survey of

percent of this map unit is covered by impervious

surfaces. Most of the areas have been disturbed

by construction activity. Because of the variability

of this map unit, interpretations for specific uses

are not available. Onsite investigation is needed.

Additional Components

Sandy sediments

Extent: 5 percent of the unit

Soils that have a gravelly substratum

Extent: 3 percent of the unit

Poorly drained soils

Extent: 2 percent of the unit

1028—Udorthents-Pits, gravel, complex

Component Description

Udorthents

Extent: 45 percent of the unit

Geomorphic description: Moraines, outwash plains,

stream terraces

Parent material: Outwash

General description: Udorthents are areas of soil that

support plant growth. They consist of areas of

former pits that have been reclaimed or

abandoned. Because of the variability of this

component, interpretations for specific uses are

not available. Onsite investigation is needed.

Pits, gravel

Extent: 40 percent of the unit

Geomorphic description: Moraines, outwash plains,

and stream terraces

Parent material: Sandy and gravelly outwash

General description: Gravel pits are areas that have

been mined for gravel or sand. Areas are being

actively mined or are abandoned. Because of the

variability of this component, interpretations for

specific uses are not available. Onsite

investigation is needed.

Additional Components

Stonelake and similar soils

Extent: 8 percent of the unit

Hubbard and similar soils

Extent: 3 percent of the unit

Sanburn and similar soils

Extent: 3 percent of the unit

Soils that have a loamy substratum

Extent: 1 percent of the unit

1109—Isanti loamy fine sand, 0 to 2

percent slopes

Component Description

Isanti and similar soils

Extent: 90 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Outwash

Flooding: None

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

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months): 2.0

feet (August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.5

inches

Content of organic matter in the upper 10 inches: 9.0

percent

Typical profile:

Ap,AB—0 to 16 inches; loamy fine sand

Bg—16 to 23 inches; loamy fine sand

BCg,Cg—23 to 80 inches; fine sand

Additional Components

Lino and similar soils

Extent: 7 percent of the unit

Soils that have a surface layer of muck

Extent: 3 percent of the unit

1110—Isan sandy loam, 0 to 2 percent

slopes

Component Description

Isan and similar soils

Extent: 90 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Flats and swales

Slope range: 0 to 2 percent

Texture of the surface layer: Sandy loam
Sherburne County, Minnesota 43

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Outwash

Flooding: None

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

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months): 2.0

feet (August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 6.5

percent

Typical profile:

Ap,A—0 to 18 inches; sandy loam

AB,Bg—18 to 29 inches; loamy sand

Cg—29 to 80 inches; coarse sand

Additional Components

Soils that have a surface layer of muck

Extent: 6 percent of the unit

Duelm and similar soils

Extent: 4 percent of the unit

1223—Sandberg-Arvilla complex, 0 to 3

percent slopes

Component Description

Sandberg and similar soils

Extent: 60 percent of the unit

Geomorphic description: Stream terraces

Position on the landform: Slight rises

Slope range: 1 to 3 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap—0 to 11 inches; loamy coarse sand

Bw,BC—11 to 35 inches; gravelly coarse sand

C—35 to 80 inches; gravelly coarse sand

Arvilla and similar soils

Extent: 30 percent of the unit

Geomorphic description: Stream terraces

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Coarse sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.1

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap,A—0 to 14 inches; coarse sandy loam

Bw—14 to 17 inches; coarse sandy loam

2Bw,2C—17 to 80 inches; gravelly coarse sand

Additional Components

Soils that have a sandy substratum

Extent: 5 percent of the unit

Soils that have a gravelly surface layer

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

1224—Hubbard-Verndale complex, 0 to 3

percent slopes

Component Description

Hubbard and similar soils

Extent: 60 percent of the unit

Geomorphic description: Stream terraces and outwash

plains

Position on the landform: Slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)
44 Soil Survey of

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.5

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap—0 to 11 inches; loamy coarse sand

Bw—11 to 27 inches; loamy sand

BC,C—27 to 80 inches; coarse sand

Verndale and similar soils

Extent: 35 percent of the unit

Geomorphic description: Stream terraces and outwash

plains

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Coarse sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.1

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap—0 to 10 inches; coarse sandy loam

Bt—10 to 16 inches; coarse sandy loam

2Bw—16 to 45 inches; coarse sand

2C—45 to 80 inches; sand

Additional Components

Soils that have a gravelly substratum

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

1231—Hubbard-Mosford complex, 0 to 3

percent slopes

Component Description

Hubbard and similar soils

Extent: 60 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.6

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap,A—0 to 13 inches; loamy sand

Bw—13 to 19 inches; loamy sand

BC,C—19 to 80 inches; sand

Mosford and similar soils

Extent: 35 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.1

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap,A—0 to 13 inches; sandy loam

Bw—13 to 16 inches; coarse sandy loam
Sherburne County, Minnesota 45

2Bw—16 to 35 inches; coarse sand

2C—35 to 80 inches; sand

Additional Components

Soils that have a gravelly substratum

Extent: 3 percent of the unit

Duelm and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

1253B—Stonelake-Sanburn complex, 1 to

6 percent slopes

Component Description

Stonelake and similar soils

Extent: 60 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and summits

Slope range: 1 to 6 percent

Texture of the surface layer: Gravelly loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 4 inches; gravelly loamy sand

Bw—4 to 11 inches; gravelly coarse sand

Bt—11 to 24 inches; very gravelly coarse sand

BC,C—24 to 80 inches; gravelly sand

Additional Components

Sanburn and similar soils

Extent: 30 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Footslopes and backslopes

Slope range: 1 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 5 inches; sandy loam

Bt—5 to 20 inches; gravelly sandy loam

2BC,2C—20 to 80 inches; gravelly coarse sand

Additional Components

Soils that have a sandy substratum

Extent: 5 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit

Markey and similar soils

Extent: 2 percent of the unit

Moderately well drained soils

Extent: 1 percent of the unit

1253C—Stonelake-Sanburn complex, 6 to

15 percent slopes

Component Description

Stonelake and similar soils

Extent: 65 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Summits and shoulders

Slope range: 6 to 15 percent

Texture of the surface layer: Gravelly loamy coarse

sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.0

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 5 inches; gravelly loamy coarse sand
46 Soil Survey of

Bt—5 to 16 inches; very gravelly loamy coarse

sand

BC,C—16 to 80 inches; gravelly coarse sand

Sanburn and similar soils

Extent: 25 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Footslopes and backslopes

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 1.8

percent

Typical profile:

Ap—0 to 8 inches; sandy loam

Bt—8 to 17 inches; sandy loam

2C—17 to 80 inches; coarse sand

Additional Components

Soils that have a sandy substratum

Extent: 5 percent of the unit

Markey and similar soils

Extent: 2 percent of the unit

Braham and similar soils

Extent: 1 percent of the unit

Isan and similar soils

Extent: 1 percent of the unit

Nebish and similar soils

Extent: 1 percent of the unit

1253E—Stonelake-Sanburn complex, 15

to 40 percent slopes

Component Description

Stonelake and similar soils

Extent: 65 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Summits and shoulders

Slope range: 15 to 40 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

A—0 to 2 inches; loamy coarse sand

E—2 to 8 inches; very gravelly loamy coarse sand

Bt—8 to 16 inches; very gravelly coarse sand

C—16 to 80 inches; gravelly coarse sand

Sanburn and similar soils

Extent: 25 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Footslopes and backslopes

Slope range: 15 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.0

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

A—0 to 5 inches; sandy loam

Bt—5 to 14 inches; sandy loam

2C—14 to 80 inches; coarse sand

Additional Components

Markey and similar soils

Extent: 3 percent of the unit

Soils that have a sandy substratum

Extent: 3 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit
Sherburne County, Minnesota 47

Braham and similar soils

Extent: 1 percent of the unit

Pierz and similar soils

Extent: 1 percent of the unit

1254—Ricelake fine sandy loam, 0 to 3

percent slopes

Component Description

Ricelake and similar soils

Extent: 90 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Flats and slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Glacial outwash over till

Flooding: None

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

1.5 feet (April)

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

More than 6.7 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 3.2

percent

Typical profile:

A—0 to 9 inches; fine sandy loam

E—9 to 27 inches; loamy fine sand

Bt—27 to 48 inches; fine sandy loam

2Cg—48 to 80 inches; clay loam

Additional Components

Isanti and similar soils

Extent: 3 percent of the unit

Soils that have a sandy substratum

Extent: 3 percent of the unit

Beltrami and similar soils

Extent: 2 percent of the unit

Eckvoll and similar soils

Extent: 2 percent of the unit

1255—Elkriver fine sandy loam, 0 to 2

percent slopes, occasionally flooded

Component Description

Elkriver, occasionally flooded, and similar soils

Extent: 90 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Flats

Slope range: 0 to 2 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Alluvium

Flooding does not occur (months): January, February,

September, October, November, December

Flooding is most likely (frequency, months):

Occasional (March, April, May, June, July, August)

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

1.5 feet (April)

Wet soil moisture status is lowest (depth, months): 4.5

feet (February)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

Ap—0 to 10 inches; fine sandy loam

A1,A3—10 to 26 inches; fine sandy loam

Bw—26 to 32 inches; very fine sandy loam

2C—32 to 80 inches; sand

Additional Components

Fordum and similar soils

Extent: 5 percent of the unit

Soils that have a gravelly substratum

Extent: 2 percent of the unit

Winterfield and similar soils

Extent: 2 percent of the unit

Soils that have a gravelly surface layer

Extent: 1 percent of the unit
48 Soil Survey of

1256—Cantlin loamy fine sand, 0 to 3

percent slopes

Component Description

Cantlin and similar soils

Extent: 90 percent of the unit

Geomorphic description: Outwash plains

Position on the landform: Flats and slight rises

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Outwash

Flooding: None

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

3.5 feet (April, May)

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

More than 6.7 feet (August, September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 4.1

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 8 inches; loamy fine sand

Bw—8 to 22 inches; loamy fine sand

BC,C—22 to 80 inches; fine sand

Additional Components

Lino and similar soils

Extent: 4 percent of the unit

Isanti and similar soils

Extent: 2 percent of the unit

Soils that have a substratum of sand or gravel

Extent: 2 percent of the unit

Zimmerman and similar soils

Extent: 2 percent of the unit

1257—Elkriver-Mosford complex, 0 to 6

percent slopes, rarely flooded

Component Description

Elkriver, rarely flooded, and similar soils

Extent: 55 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Flats

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Alluvium

Flooding does not occur (months): January, February,

July, August, September, October, November,

December

Flooding is most likely (frequency, months): Rare

(March, April, May, June)

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

3.0 feet (April)

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

More than 6.7 feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 7.5

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

Ap—0 to 11 inches; fine sandy loam

AB—11 to 20 inches; fine sandy loam

Bw—20 to 34 inches; fine sandy loam

2C—34 to 80 inches; fine sand

Mosford, rarely flooded, and similar soils

Extent: 35 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Slight rises

Slope range: 0 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Outwash

Flooding does not occur (months): January, February,

July, August, September, October, November,

December

Flooding is most likely (frequency, months): Rare

(March, April, May, June)

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

3.0 feet (April)

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

More than 6.7 feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 3.0

percent

Typical profile:

Ap—0 to 11 inches; fine sandy loam

Bw—11 to 16 inches; fine sandy loam
Sherburne County, Minnesota 49

2Bw—16 to 25 inches; fine sand

2C—25 to 80 inches; sand

Additional Components

Fordum and similar soils

Extent: 4 percent of the unit

Soils that have a sandy surface layer

Extent: 4 percent of the unit

Winterfield and similar soils

Extent: 2 percent of the unit

1258B—Zimmerman fine sand, thick

solum, 1 to 6 percent slopes

Component Description

Zimmerman, thick solum, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Backslopes and summits

Slope range: 1 to 6 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.6

percent

Typical profile:

A—0 to 2 inches; fine sand

Bw,E—2 to 62 inches; fine sand

E ́&Bt—62 to 80 inches; fine sand

Additional Components

Cantlin and similar soils

Extent: 2 percent of the unit

Lino and similar soils

Extent: 2 percent of the unit

Isanti and similar soils

Extent: 1 percent of the unit

1258C—Zimmerman fine sand, thick

solum, 6 to 12 percent slopes

Component Description

Zimmerman, thick solum, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Backslopes and summits

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

A—0 to 3 inches; fine sand

Bw,E—3 to 70 inches; fine sand

E ́&Bt—70 to 80 inches; fine sand

Additional Components

Isanti and similar soils

Extent: 2 percent of the unit

Lino and similar soils

Extent: 2 percent of the unit

Cantlin and similar soils

Extent: 1 percent of the unit

1258E—Zimmerman fine sand, thick

solum, 12 to 35 percent slopes

Component Description

Zimmerman, thick solum, and similar soils

Extent: 95 percent of the unit

Geomorphic description: Hills on outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 35 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)
50 Soil Survey of

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 0.6

percent

Typical profile:

A—0 to 2 inches; fine sand

Bw,E—2 to 62 inches; fine sand

E ́&Bt—62 to 80 inches; fine sand

Additional Components

Isanti and similar soils

Extent: 3 percent of the unit

Cantlin and similar soils

Extent: 1 percent of the unit

Lino and similar soils

Extent: 1 percent of the unit

1260B—Stonelake-Nebish complex, 2 to 6

percent slopes

Component Description

Stonelake and similar soils

Extent: 55 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Summits and shoulders

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy coarse sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 8 inches; loamy coarse sand

Bt—8 to 30 inches; very gravelly loamy coarse

sand

BC,C—30 to 80 inches; gravelly sand

Nebish and similar soils

Extent: 30 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

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

3.6 feet (April)

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

More than 6.7 feet (January, February, July,

August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 6 inches; fine sandy loam

E—6 to 9 inches; fine sandy loam

Bt—9 to 43 inches; clay loam

Bk—43 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 4 percent of the unit

Talmoon and similar soils

Extent: 4 percent of the unit

Braham and similar soils

Extent: 3 percent of the unit

Soils that have a sandy substratum

Extent: 3 percent of the unit

Soils that have a substratum of sandy loam

Extent: 1 percent of the unit

1260C—Stonelake-Nebish complex, 6 to

12 percent slopes

Component Description

Stonelake and similar soils

Extent: 55 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Summits and shoulders
Sherburne County, Minnesota 51

Slope range: 6 to 12 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 1.0

percent

Typical profile:

Ap—0 to 7 inches; loamy sand

E—7 to 20 inches; loamy coarse sand

Bt—20 to 42 inches; very gravelly coarse sand

C—42 to 80 inches; very gravelly coarse sand

Nebish and similar soils

Extent: 30 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.4

inches

Content of organic matter in the upper 10 inches: 1.0

percent

Typical profile:

Ap—0 to 3 inches; fine sandy loam

E—3 to 10 inches; fine sandy loam

Bt—10 to 29 inches; clay loam

Bk—29 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 4 percent of the unit

Talmoon and similar soils

Extent: 4 percent of the unit

Braham and similar soils

Extent: 3 percent of the unit

Soils that have a sandy substratum

Extent: 3 percent of the unit

Soils that have a substratum of sandy loam

Extent: 1 percent of the unit

1260E—Stonelake-Nebish complex, 12 to

25 percent slopes

Component Description

Stonelake and similar soils

Extent: 60 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Shoulders and summits

Slope range: 12 to 25 percent

Texture of the surface layer: Gravelly coarse sandy

loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Outwash

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.9

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

A—0 to 5 inches; gravelly coarse sandy loam

Bw—5 to 11 inches; very gravelly coarse

sand

Bt—11 to 20 inches; very gravelly coarse

sand

BC,C—20 to 80 inches; very gravelly coarse

sand

Nebish and similar soils

Extent: 25 percent of the unit

Geomorphic description: Hills on moraines

Position on the landform: Backslopes and summits

Slope range: 12 to 25 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Till

Flooding: None

Depth to wet soil moisture status: More than 6.7 feet

all year
52 Soil Survey of

Ponding: None

Available water capacity to a depth of 60 inches: 9.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

A—0 to 5 inches; fine sandy loam

EB—5 to 9 inches; fine sandy loam

Bt—9 to 27 inches; clay loam

Bk—27 to 80 inches; loam

Additional Components

Beltrami and similar soils

Extent: 4 percent of the unit

Talmoon and similar soils

Extent: 4 percent of the unit

Braham and similar soils

Extent: 3 percent of the unit

Soils that have a sandy substratum

Extent: 3 percent of the unit

Soils that have a substratum of sandy loam

Extent: 1 percent of the unit

1270B—Milaca fine sandy loam,

moderately wet, 3 to 6 percent slopes

Component Description

Milaca, moderately wet, and similar soils

Extent: 90 percent of the unit

Geomorphic description: Drumlins

Position on the landform: Summits and backslopes

Slope range: 3 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Till

Flooding: None

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

2.5 feet (April)

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

More than 6.7 feet (January, February, July,

August, September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 5.8

inches

Content of organic matter in the upper 10 inches: 0.6

percent

Typical profile:

A—0 to 6 inches; fine sandy loam

E,BE—6 to 19 inches; fine sandy loam

Bt—19 to 28 inches; fine sandy loam

BC—28 to 45 inches; fine sandy loam

Cd—45 to 80 inches; sandy loam

Additional Components

Ronneby and similar soils

Extent: 6 percent of the unit

Parent and similar soils

Extent: 2 percent of the unit

Prebish and similar soils

Extent: 2 percent of the unit

1288—Seelyeville-Markey complex,

ponded, 0 to 1 percent slopes

Component Description

Seelyeville, ponded, and similar soils

Extent: 60 percent of the unit

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material

Flooding: None

Wet soil moisture status: At the surface all year

Ponding is shallowest (depth, months): 0.5 foot

(August)

Ponding is deepest (depth, months): 3.0 feet (March,

April, May)

Available water capacity to a depth of 60 inches: 23.9

inches

Content of organic matter in the upper 10 inches: 62.0

percent

Typical profile:

Oa1—0 to 15 inches; muck

Oa2,Oa3—15 to 80 inches; muck

Markey, ponded, and similar soils

Extent: 30 percent of the unit
Sherburne County, Minnesota 53

Geomorphic description: Outwash plains and stream

terraces

Position on the landform: Depressions

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material over outwash

Flooding: None

Wet soil moisture status: At the surface all year

Ponding is shallowest (depth, months): 0.5 foot

(August)

Ponding is deepest (depth, months): 3.0 feet (March,

April, May)

Available water capacity to a depth of 60 inches: 12.8

inches

Content of organic matter in the upper 10 inches: 70.0

percent

Typical profile:

Oa—0 to 27 inches; muck

A—27 to 32 inches; loamy sand

Cg—32 to 80 inches; sand

Additional Components

Prebish and similar soils

Extent: 6 percent of the unit

Isan and similar soils

Extent: 2 percent of the unit

Isanti and similar soils

Extent: 2 percent of the unit

1356—Water, miscellaneous

Component Description

• This map unit consists of constructed areas of water.

It includes sewage lagoons, storm-water sediment

basins with a permanent pool of water, and

aquaculture ponds.

1946—Fordum-Winterfield complex, 0 to 2

percent slopes, frequently flooded

Component Description

Fordum, frequently flooded, and similar soils

Extent: 65 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Concave drainageways

Slope range: 0 to 1 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Alluvium

Flooding does not occur (months): January, February,

September, October, November, December

Flooding is most likely (frequency, months): Frequent

(March, April, May, June)

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

the surface (April, May, June)

Wet soil moisture status is lowest (depth, months): 1.8

feet (February)

Ponding: None

Available water capacity to a depth of 60 inches: 6.6

inches

Content of organic matter in the upper 10 inches: 6.6

percent

Typical profile:

A—0 to 7 inches; fine sandy loam

Cg—7 to 28 inches; sandy loam

2Cg—28 to 80 inches; sand

Winterfield, frequently flooded, and similar soils

Extent: 20 percent of the unit

Geomorphic description: Flood plains

Position on the landform: Slight rises

Slope range: 0 to 2 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Alluvium

Flooding does not occur (months): January, February,

September, October, November, December

Flooding is most likely (frequency, months): Frequent

(March, April)

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

1.5 feet (April)

Wet soil moisture status is lowest (depth, months): 4.5

feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

A—0 to 8 inches; loamy fine sand

C1,C2—8 to 20 inches; sand

C3,C5—20 to 80 inches; sand
54 Soil Survey of

Additional Components

Soils that have a gravelly substratum

Extent: 4 percent of the unit

Bowstring and similar soils

Extent: 3 percent of the unit

Soils that have a loamy substratum

Extent: 3 percent of the unit

Seelyeville and similar soils

Extent: 3 percent of the unit

Markey and similar soils

Extent: 2 percent of the unit

W—Water

Component Description

• This map unit consists of naturally occurring basins

of surface water.
Sherburne County, Minnesota 55

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

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

7A |Hubbard loamy sand, 0 to 2 percent slopes--------------------------------| 6,280 | 2.2

7B |Hubbard loamy sand, 2 to 6 percent slopes--------------------------------| 15,596 | 5.4

7C |Hubbard loamy sand, 6 to 12 percent slopes-------------------------------| 3,692 | 1.3

32B |Nebish fine sandy loam, 2 to 6 percent slopes----------------------------| 3,206 | 1.1

32C |Nebish fine sandy loam, 6 to 12 percent slopes---------------------------| 1,445 | 0.5

32D |Nebish fine sandy loam, 12 to 18 percent slopes--------------------------| 231 | *

32E |Nebish fine sandy loam, 18 to 35 percent slopes--------------------------| 113 | *

38B |Waukon fine sandy loam, 2 to 6 percent slopes----------------------------| 88 | *

75 |Bluffton loam, depressional, 0 to 1 percent slopes-----------------------| 192 | *

125 |Beltrami fine sandy loam, 0 to 3 percent slopes--------------------------| 1,015 | 0.4

152C |Milaca fine sandy loam, 6 to 12 percent slopes---------------------------| 89 | *

152E |Milaca fine sandy loam, 12 to 25 percent slopes--------------------------| 46 | *

158A |Zimmerman fine sand, 0 to 3 percent slopes-------------------------------| 20,963 | 7.3

158B |Zimmerman fine sand, 3 to 6 percent slopes-------------------------------| 31,048 | 10.8

158C |Zimmerman fine sand, 6 to 12 percent slopes------------------------------| 6,366 | 2.2

158E |Zimmerman fine sand, 12 to 25 percent slopes-----------------------------| 1,482 | 0.5

161 |Isanti fine sandy loam, depressional, 0 to 1 percent slopes--------------| 1,295 | 0.4

162 |Lino loamy fine sand, 0 to 2 percent slopes------------------------------| 9,142 | 3.2

164A |Mora loam, 0 to 3 percent slopes-----------------------------------------| 1,481 | 0.5

165 |Parent loam, 0 to 2 percent slopes---------------------------------------| 808 | 0.3

166 |Ronneby loam, 0 to 2 percent slopes--------------------------------------| 1,203 | 0.4

169B |Braham loamy fine sand, 3 to 6 percent slopes----------------------------| 1,847 | 0.6

169C |Braham loamy fine sand, 6 to 12 percent slopes---------------------------| 692 | 0.2

169D |Braham loamy fine sand, 12 to 18 percent slopes--------------------------| 171 | *

204B |Cushing fine sandy loam, 2 to 8 percent slopes---------------------------| 505 | 0.2

204C |Cushing fine sandy loam, 8 to 15 percent slopes--------------------------| 198 | *

258B |Sandberg loamy coarse sand, 1 to 6 percent slopes------------------------| 4,821 | 1.7

258C |Sandberg loamy coarse sand, 6 to 12 percent slopes-----------------------| 1,480 | 0.5

258E |Sandberg loamy coarse sand, 12 to 35 percent slopes----------------------| 2,388 | 0.8

260 |Duelm loamy sand, 0 to 2 percent slopes----------------------------------| 3,396 | 1.2

261 |Isan sandy loam, depressional, 0 to 1 percent slopes---------------------| 418 | 0.1

325 |Prebish fine sandy loam, depressional, 0 to 1 percent slopes-------------| 104 | *

341 |Arvilla sandy loam, 0 to 2 percent slopes--------------------------------| 995 | 0.3

346 |Talmoon loam, 0 to 2 percent slopes--------------------------------------| 2,253 | 0.8

373 |Renshaw loam, 0 to 3 percent slopes--------------------------------------| 255 | *

454B |Mahtomedi loamy coarse sand, 1 to 6 percent slopes-----------------------| 2,135 | 0.7

454C |Mahtomedi loamy coarse sand, 6 to 15 percent slopes----------------------| 820 | 0.3

540 |Seelyeville muck, 0 to 1 percent slopes----------------------------------| 19,247 | 6.7

543 |Markey muck, 0 to 1 percent slopes---------------------------------------| 7,172 | 2.5

544 |Cathro muck, 0 to 1 percent slopes---------------------------------------| 745 | 0.3

565 |Eckvoll loamy fine sand, 0 to 3 percent slopes---------------------------| 1,626 | 0.6

567 |Verndale sandy loam, 0 to 2 percent slopes-------------------------------| 1,133 | 0.4

623A |Pierz sandy loam, 0 to 2 percent slopes----------------------------------| 1,207 | 0.4

623B |Pierz sandy loam, 2 to 6 percent slopes----------------------------------| 928 | 0.3

708 |Rushlake coarse sand, 1 to 4 percent slopes------------------------------| 210 | *

730A |Sanburn fine sandy loam, 0 to 2 percent slopes---------------------------| 457 | 0.2

730B |Sanburn fine sandy loam, 2 to 6 percent slopes---------------------------| 2,737 | 0.9

732B |Bushville fine sand, 2 to 6 percent slopes-------------------------------| 547 | 0.2

768 |Mosford sandy loam, 0 to 2 percent slopes--------------------------------| 1,091 | 0.4

771 |Elkriver fine sandy loam, 0 to 2 percent slopes, rarely flooded----------| 1,259 | 0.4

799 |Seelyeville and Bowstring soils, 0 to 1 percent slopes, frequently | |

 | flooded-----------------------------------------------------------------| 6,267 | 2.2

1013 |Pits, quarry-------------------------------------------------------------| 76 | *

1015 |Udipsamments, cut and fill land------------------------------------------| 1,054 | 0.4

1016 |Udorthents, loamy, cut and fill land-------------------------------------| 177 | *

1028 |Udorthents-Pits, gravel, complex-----------------------------------------| 1,517 | 0.5

1109 |Isanti loamy fine sand, 0 to 2 percent slopes----------------------------| 9,285 | 3.2

1110 |Isan sandy loam, 0 to 2 percent slopes-----------------------------------| 3,483 | 1.2

1223 |Sandberg-Arvilla complex, 0 to 3 percent slopes--------------------------| 4,787 | 1.7

1224 |Hubbard-Verndale complex, 0 to 3 percent slopes--------------------------| 2,319 | 0.8

1231 |Hubbard-Mosford complex, 0 to 3 percent slopes---------------------------| 37,693 | 13.1

1253B |Stonelake-Sanburn complex, 1 to 6 percent slopes-------------------------| 3,451 | 1.2

 | | |

 See footnote at end of table.
56

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

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

1253C |Stonelake-Sanburn complex, 6 to 15 percent slopes------------------------| 3,298 | 1.1

1253E |Stonelake-Sanburn complex, 15 to 40 percent slopes-----------------------| 1,758 | 0.6

1254 |Ricelake fine sandy loam, 0 to 3 percent slopes--------------------------| 1,365 | 0.5

1255 |Elkriver fine sandy loam, 0 to 2 percent slopes, occasionally flooded----| 1,216 | 0.4

1256 |Cantlin loamy fine sand, 0 to 3 percent slopes---------------------------| 7,338 | 2.5

1257 |Elkriver-Mosford complex, 0 to 6 percent slopes, rarely flooded----------| 873 | 0.3

1258B |Zimmerman fine sand, thick solum, 1 to 6 percent slopes------------------| 2,965 | 1.0

1258C |Zimmerman fine sand, thick solum, 6 to 12 percent slopes-----------------| 2,525 | 0.9

1258E |Zimmerman fine sand, thick solum, 12 to 35 percent slopes----------------| 1,051 | 0.4

1260B |Stonelake-Nebish complex, 2 to 6 percent slopes--------------------------| 1,835 | 0.6

1260C |Stonelake-Nebish complex, 6 to 12 percent slopes-------------------------| 1,332 | 0.5

1260E |Stonelake-Nebish complex, 12 to 25 percent slopes------------------------| 870 | 0.3

1270B |Milaca fine sandy loam, moderately wet, 3 to 6 percent slopes------------| 554 | 0.2

1288 |Seelyeville-Markey complex, ponded, 0 to 1 percent slopes----------------| 9,910 | 3.4

1356 |Water, miscellaneous-----------------------------------------------------| 429 | 0.1

1946 |Fordum-Winterfield complex, 0 to 2 percent slopes, frequently flooded--- | 5,324 | 1.8

W |Water--------------------------------------------------------------------| 9,130 | 3.2

 | |____________|________

 | Total---------------------------------------------------------------| 288,500 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.
57

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

sites for buildings, highways and other transportation

systems, and parks and other recreational facilities; and

as wildlife habitat. It can be used to identify the

potentials and limitations of each soil for specific land

uses and to help prevent construction failures caused by

unfavorable soil properties.

Planners and others using soil survey information

can evaluate the effect of specific land uses on

productivity and on the environment in all or part of

the survey area. The survey can help planners to

maintain or create a land use pattern in harmony with

the natural soil.

Contractors can use this survey to locate sources

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

it to identify areas where bedrock, wetness, or very

firm soil layers can cause difficulty in excavation.

Health officials, highway officials, engineers, and

others may also find this survey useful. The survey

can help them plan the safe disposal of wastes and

locate sites for pavements, sidewalks, campgrounds,

playgrounds, lawns, and trees and shrubs.

Interpretive Ratings

The interpretive tables in this survey rate the soils

in the survey area for various uses. Many of the tables

identify the limitations that affect specified uses and

indicate the severity of those limitations. The ratings in

these tables are both verbal and numerical.

Rating Class Terms

Rating classes are expressed in the tables in terms

that indicate the extent to which the soils are limited

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

in terms that indicate the suitability of the soils for the

use. Thus, the tables may show limitation classes or

suitability classes. Terms for the limitation classes are

not limited, somewhat limited, and very limited. The

suitability ratings are expressed as well suited,

moderately suited, poorly suited, and unsuited or as

good, fair, poor, and very poor.

Numerical Ratings

Numerical ratings in the tables indicate the relative

severity of individual limitations. The ratings are shown

as decimal fractions ranging from 0.00 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

and the point at which the soil feature is not a

limitation. The limitations appear in order from the

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

one limitation is identified, the most severe limitation is

listed first and the least severe one is listed last.

Agronomy

General management needed for crops and for hay

and pasture is suggested in this section. Climate

information for the survey area is provided, the system

of land capability classification used by the Natural

Resources Conservation Service is explained, the

estimated yields of the main crops and hay and

pasture plants are listed, and prime farmland is

defined. Planners of management systems for

individual fields or farms should consider obtaining

specific information from the local office of the Natural

Resources Conservation Service or the Cooperative

Extension Service.

Use and Management of the Soils
58 Soil Survey of

Climate

Table 3 gives data on temperature and precipitation

for the survey area as recorded at Santiago,

Minnesota, in the period 1961 to 1990. Table 4 shows

probable dates of the first freeze in fall and the last

freeze in spring. Table 5 provides data on length of the

growing season.

In winter, the average temperature is 13 degrees F

and the average daily minimum temperature is 2

degrees. The lowest temperature on record, which

occurred on December 19, 1983, is -41 degrees. In

summer, the average temperature is 68 degrees and

the average daily maximum temperature is 82

degrees. The highest recorded temperature, which

occurred on July 15, 1988, is 105 degrees.

Growing degree days are shown in table 3. They

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

growing degree days accumulate by the amount that

the average temperature each day exceeds a base

temperature (40 degrees F). The normal monthly

accumulation is used to schedule single or successive

plantings of a crop between the last freeze in spring

and the first freeze in fall.

The total annual precipitation is 30.63 inches. Of

this, 21.98 inches, or about 72 percent, usually falls in

April through September. The growing season for most

crops falls within this period. The heaviest 1-day

rainfall during the period of record was 3.65 inches at

Santiago on August 31, 1977. Thunderstorms occur

on about 35 days each year, and most occur in June.

The average seasonal snowfall is 46.5 inches. The

greatest snow depth at any one time during the period

of record was 45 inches. On the average, 14 days of

the year have at least 1 inch of snow on the ground.

The number of such days varies greatly from year to

year.

The average relative humidity in midafternoon is

about 60 percent. Humidity is higher at night, and the

average at dawn is about 83 percent. The sun shines

69 percent of the time possible in summer and 51

percent in winter. The prevailing wind is from the

northwest. Average windspeed is highest, 10 miles per

hour, in April.

Cropland Management Considerations

The management concerns affecting the use of the

soil map units in the survey area for crops are shown

in table 6. The main concerns in managing

nonirrigated cropland are conserving moisture,

controlling wind erosion and water erosion, and

maintaining soil fertility.

Conserving moisture consists primarily of reducing

the evaporation and runoff rates and increasing the

water infiltration rate. Applying conservation tillage and

conservation cropping systems, farming on the

contour, stripcropping, establishing field windbreaks,

and leaving crop residue on the surface conserve

moisture.

Generally, a combination of several practices is

needed to control wind erosion and water erosion.

Conservation tillage, stripcropping, field windbreaks,

contour farming, conservation cropping systems, crop

residue management, terraces, diversions, and

grassed waterways help to prevent excessive soil loss.

Measures that are effective in maintaining soil

fertility include applying fertilizer, both organic and

inorganic, including manure; incorporating crop

residue or green manure crops into the soil; and using

proper crop rotations. Controlling erosion helps to

prevent the loss of organic matter and plant nutrients

and thus helps to maintain productivity, although the

level of fertility can be reduced even in areas where

erosion is controlled. All soils used for nonirrigated

crops respond well to applications of fertilizer.

Some of the considerations shown in the table

cannot be easily overcome. These are channels,

flooding, gullies, and ponding.

Additional considerations are as follows:

Lime content, limited available water capacity,

limited organic matter content, potential poor tilth and

compaction, and restricted permeability.—These

limitations can be minimized by incorporating green

manure crops, manure, or crop residue into the soil;

applying a system of conservation tillage; and using

conservation cropping systems. Also, crops may

respond well to additions of phosphate fertilizer to

soils that have a high content of lime.

Potential for ground-water contamination.—The

proper use of nutrients and pesticides can reduce the

risk of ground-water contamination.

Potential for surface-water contamination.—The risk

of surface-water contamination can be reduced by the

proper use of nutrients and pesticides and by

conservation farming practices that reduce the runoff

rate.

Surface crusting.—This limitation retards seedling

development after periods of heavy rainfall.

Surface rock fragments.—This limitation causes

rapid wear of tillage equipment. It cannot be easily

overcome.

Surface stones.—Stones or boulders on or near the

surface can hinder normal tillage unless they are

removed.

Salt content.—In areas where this is a limitation,

only salt-tolerant crops should be grown.

On irrigated soils the main management concerns
Sherburne County, Minnesota 59

are efficient water use, nutrient management, control

of erosion, pest and weed control, and timely planting

and harvesting for a successful crop. An irrigation

system that provides optimum control and distribution

of water at minimum cost is needed. Overirrigation

wastes water, leaches plant nutrients, and causes

erosion. Also, it can increase wetness and soil salinity.

Explanation of Criteria

Acid soil.—The pH is less than 6.1.

Channeled.—The word “channeled” is included in

the map unit name.

Dense layer.—The bulk density is 1.80 g/cc or

greater within the soil profile.

Depth to rock.—The depth to bedrock is less than

40 inches.

Eroded.—The word “eroded” is included in the map

unit name.

Excessive permeability.—Saturated hydraulic

conductivity is 42 micrometers per second or more

within the soil profile.

Flooding.—Flooding is occasional, frequent, or very

frequent.

Gullied.—The word “gullied” is included in the map

unit name.

High organic matter content.—The surface layer

has more than 20 percent organic matter.

Lime content.—The pH is 7.4 or more in the surface

layer, or the wind erodibility group is 4L.

Limited available water capacity.—The available

water capacity calculated to a depth of 60 inches or to

a root-limiting layer is 6 inches or less.

Limited organic matter content.—The content of

organic matter is 2 percent or less in the surface layer.

Ponding.—Ponding duration is assigned to the map

unit component. Water is above the surface.

Potential poor tilth and compaction.—The content of

clay is 27 percent or more in the surface layer.

Potential for ground-water contamination (by

nutrients or pesticides).—The depth to a zone in which

the soil moisture status is wet is 4 feet or less, the

saturated hydraulic conductivity of any layer is more

than 42 micrometers per second, or the depth to

bedrock is less than 60 inches.

Potential for surface-water contamination (by

nutrients or pesticides).—The map unit component is

occasionally, frequently, or very frequently flooded, is

subject to ponding, is assigned to hydrologic group C

or D and has a slope of more than 2 percent, is

assigned to hydrologic group A and has a slope of

more than 6 percent, or is assigned to hydrologic

group B, has a slope of 3 percent or more, and has a

K factor of more than 0.17.

Previously eroded.—The word “eroded” is included

in the map unit name.

Restricted permeability.—Saturated hydraulic

conductivity is less than 0.42 micrometer per second

within the soil profile.

Salt content.—The electrical conductivity is 4 or

more in the surface layer or 8 or more within a depth

of 30 inches.

Slope (equipment limitation).—The slope is more

than 15 percent.

Surface crusting.—The content of clay is 27 percent

or more and the content of organic matter is 2 percent

or less in the surface layer.

Surface rock fragments (equipment limitation).—

The terms describing the texture of the surface layer

include any rock fragment modifier, except for gravelly,

channery, stony, very stony, extremely stony, bouldery,

very bouldery, and extremely bouldery.

Surface stones (equipment limitation).—The word

“stony” or “bouldery” is included in the description of

the surface layer, or 0.01 percent or more of the

surface is covered with boulders.

Water erosion.—Either the slope is 6 percent or

more, or the slope is more than 3 percent and less

than 6 percent and the surface layer is not sandy.

Wet soil moisture status.—A zone in which the soil

moisture status is wet is within 2.5 feet of the surface.

Wind erosion.—The wind erodibility group is 1, 2, 3,

or 4L.

Crop Yield Estimates

The average yields per acre that can be expected

of the principal crops under a high level of

management are shown in table 7. In any given year,

yields may be higher or lower than those indicated in

the table because of variations in rainfall and other

climatic factors. The land capability classification of

map units in the survey area also is shown in the

table.

The yields are based mainly on the experience and

records of farmers, conservationists, and extension

agents. Available yield data from nearby counties and

results of field trials and demonstrations also are

considered.

The management needed to obtain the indicated

yields of the various crops depends on the kind of soil

and the crop. Management can include drainage,

erosion control, and protection from flooding; the

proper planting and seeding rates; suitable highyielding crop varieties; appropriate and timely tillage;

control of weeds, plant diseases, and harmful insects;

favorable soil reaction and optimum levels of nitrogen,
60 Soil Survey of

phosphorus, potassium, and trace elements for each

crop; effective use of crop residue, barnyard manure,

and green manure crops; and harvesting that ensures

the smallest possible loss.

For yields of irrigated crops, it is assumed that the

irrigation system is adapted to the soils and to the

crops grown, that good-quality irrigation water is

uniformly applied as needed, and that tillage is kept to

a minimum.

The estimated yields reflect the productive capacity

of each soil for each of the principal crops. Yields are

likely to increase as new production technology is

developed. The productivity of a given soil compared

with that of other soils, however, is not likely to

change.

Crops other than those shown in the table are

grown in the survey area, but estimated yields are not

listed because the acreage of such crops is small. The

local office of the Natural Resources Conservation

Service or of the Cooperative Extension Service can

provide information about the management and

productivity of the soils for those crops.

Pasture and Hayland Interpretations

Soils are assigned to forage suitability groups

according to their suitability for the production of

forage. The soils in each group are similar enough to

be suited to the same species of grasses or legumes,

have similar limitations and hazards, require similar

management, and have similar productivity levels and

other responses to management. The forage suitability

groups of the soils in the survey area are listed in

table 8. Detailed descriptions of forage suitability

groups are available at local offices of the Natural

Resources Conservation Service.

Under good management, proper grazing is

essential for the production of high-quality forage,

stand survival, and erosion control. Proper grazing

helps plants to maintain sufficient and generally

vigorous top growth during the growing season. Brush

control is essential in many areas, and weed control

generally is needed. Rotation grazing and renovation

also are important management practices.

Yield estimates are often provided in animal unit

months (AUM), or the amount of forage or feed

required to feed one animal unit (one cow, one horse,

one mule, five sheep, or five goats) for 30 days.

The local office of the Natural Resources

Conservation Service or of the Cooperative Extension

Service can provide information about forage yields

other than those shown in table 7.

Land Capability Classification

Land capability classification shows, in a general

way, the suitability of soils for most kinds of field crops.

Crops that require special management are excluded.

The soils are grouped according to their limitations for

field crops, the risk of damage if they are used for

crops, and the way they respond to management. The

criteria used in grouping the soils do not take into

account major and generally expensive landforming

that would change slope, depth, or other

characteristics of the soils, nor do they include

possible but unlikely major reclamation projects.

Capability classification is not a substitute for

interpretations designed to show suitability and

limitations of groups of soils for woodland or for

engineering purposes.

In the capability system, soils generally are

grouped at three levels—capability class, subclass,

and unit (USDA, 1961). These categories indicate the

degree and kinds of limitations affecting mechanized

farming systems that produce the more commonly

grown field crops, such as corn, small grain, cotton,

hay, and field-grown vegetables. Only class and

subclass are used in this survey.

Capability classes, the broadest groups, are

designated by the numbers 1 through 8. The numbers

indicate progressively greater limitations and narrower

choices for practical use.

If properly managed, soils in classes 1, 2, 3, and 4

are suitable for the mechanized production of

commonly grown field crops and for pasture and

woodland. The degree of the soil limitations affecting

the production of cultivated crops increases

progressively from class 1 to class 4. The limitations

can affect levels of production and the risk of

permanent soil deterioration caused by erosion and

other factors.

Soils in classes 5, 6, and 7 are generally not suited

to the mechanized production of commonly grown

field crops without special management, but they are

suitable for plants that provide a permanent cover,

such as grasses and trees. The severity of the soil

limitations affecting crops increases progressively

from class 5 to class 7.

Areas in class 8 are generally not suitable for

crops, pasture, or woodland without a level of

management that is impractical. These areas may

have potential for other uses, such as recreational

facilities and wildlife habitat.

Capability subclasses identify the dominant kind of
Sherburne County, Minnesota 61

limitation in the class. They are designated by adding

a small letter, e, w, s, or c, to the class numeral, for

example, 2e. The letter e shows that the main hazard

is the risk of erosion unless a close-growing plant

cover is maintained; w shows that water in or on the

soil interferes with plant growth or cultivation (in some

soils the wetness can be partly corrected by artificial

drainage); s shows that the soil is limited mainly

because it is shallow, droughty, or stony; and c, used in

only some parts of the United States, shows that the

chief limitation is climate that is very cold or very dry.

There are no subclasses in class 1 because the

soils of this class have few limitations. Class 5

contains only the subclasses indicated by w, s, or c

because the soils in class 5 are subject to little or no

erosion. They have other limitations that restrict their

use mainly to pasture, woodland, wildlife habitat, or

recreation.

The capability classification of map units in the

survey area is given in table 7.

Prime Farmland

Prime farmland is of major importance in meeting

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

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

and the U.S. Department of Agriculture recognizes

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

well as individuals, must encourage and facilitate the

wise use of our Nation’s prime farmland.

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

Department of Agriculture, are soils that are best

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

Such soils have properties that favor the economic

production of sustained high yields of crops. The soils

need only to be treated and managed by acceptable

farming methods. An adequate moisture supply and a

sufficiently long growing season are required. Prime

farmland soils produce the highest yields with minimal

expenditure of energy and economic resources, and

farming these soils results in the least damage to the

environment.

Prime farmland soils may presently be used as

cropland, pasture, or woodland or for other purposes.

They either are used for food and fiber or are available

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

water areas cannot be considered prime farmland.

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

10 acres or more in size that is used for such

purposes as housing, industrial, and commercial sites,

sites for institutions or public buildings, small parks,

golf courses, cemeteries, railroad yards, airports,

sanitary landfills, sewage treatment plants, and watercontrol structures. Public land is land not available for

farming in National forests, National parks, military

reservations, and State parks.

Prime farmland soils commonly receive an

adequate and dependable supply of moisture from

precipitation or irrigation. The temperature and

growing season are favorable, and the level of acidity

or alkalinity and the content of salts and sodium are

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

permeable to water and air. They are not excessively

erodible or saturated with water for long periods, and

they are not frequently flooded during the growing

season or are protected from flooding. Slopes range

mainly from 0 to 6 percent.

Soils that have a zone high in the profile in which

the soil moisture status is wet or soils that are subject

to flooding may qualify as prime farmland where these

limitations are overcome by drainage measures or

flood control. Onsite evaluation is necessary to

determine the effectiveness of corrective measures.

More information about the criteria for prime farmland

can be obtained at the local office of the Natural

Resources Conservation Service.

A recent trend in land use has been the conversion

of prime farmland to urban and industrial uses. The

loss of prime farmland to other uses puts pressure on

lands that are less productive than prime farmland.

About 16,160 acres, or nearly 6 percent of the

survey area, meets the requirements for prime

farmland.

The map units in the survey area that meet the

requirements for prime farmland are listed in table 9.

This list does not constitute a recommendation for a

particular land use. On some soils included in the

table, measures that overcome limitations are

needed. The need for these measures is indicated

in parentheses after the map unit name. The

location of each map unit is shown on the soil maps.

The soil qualities that affect use and management

are described in the section “Soil Map Unit

Descriptions.”

Erosion Factors

Soil erodibility (K) and soil-loss tolerance (T) factors

are used in an equation that predicts the amount of

soil lost through water erosion in areas of cropland.

The procedure for predicting soil loss is useful in

guiding the selection of soil and water conservation

practices. The erosion factors for the soils in the

survey area are shown in table 18.
62 Soil Survey of

Soil Erodibility (K) Factor

The soil erodibility (K) factor indicates the

susceptibility of a soil to sheet and rill erosion by

water. The soil properties that influence erodibility are

those that affect the infiltration rate, the movement of

water through the soil, and the water storage capacity

of the soil and those that allow the soil to resist

dispersion, splashing, abrasion, and the transporting

forces of rainfall and runoff. The most important soil

properties are the content of silt plus very fine sand,

the content of sand coarser than very fine sand, the

content of organic matter, soil structure, and

permeability.

Fragment-Free Soil Erodibility (Kf) Factor

This is one of the factors used in the Revised

Universal Soil Loss Equation. It shows the erodibility

of the fine-earth fraction, or the material less than 2

millimeters in size.

Soil-Loss Tolerance (T) Factor

The soil-loss tolerance (T) factor is an estimate of

the maximum annual rate of soil erosion that can

occur over a sustained period without affecting crop

productivity. The rate is expressed in tons of soil loss

per acre per year. Ratings of 1 to 5 are used,

depending on soil properties and prior erosion. The

criteria used in assigning a T factor to a soil include

maintenance of an adequate rooting depth for crop

production, potential reduction of crop yields,

maintenance of water-control structures affected by

sedimentation, prevention of gullying, and the value of

nutrients lost through erosion.

Wind Erodibility Groups

Wind erodibility is directly related to the percentage

of dry, nonerodible surface soil aggregates larger than

0.84 millimeter in diameter. From this percentage, the

wind erodibility index (I) factor is determined. This

factor is an expression of the stability of the soil

aggregates, or the extent to which they are broken

down by tillage and the abrasion caused by windblown

soil particles. Soils are assigned to wind erodibility

groups (WEG) having similar percentages of dry soil

aggregates larger than 0.84 millimeter. The wind

erodibility groups and wind erodibility index factors for

the soils in the survey area are listed in table 18.

Additional information about wind erodibility groups

and K, Kf, T, and I factors can be obtained from local

offices of the Natural Resources Conservation Service

or the Cooperative Extension Service.

Windbreaks and Environmental Plantings

Windbreaks protect livestock, buildings, and yards

from wind and snow. They also protect fruit trees and

gardens, and they furnish habitat for wildlife. Several

rows of low- and high-growing broadleaf and

coniferous trees and shrubs provide the most

protection.

Field windbreaks are narrow plantings made at

right angles to the prevailing wind and at specific

intervals across the field. The interval depends on the

erodibility of the soil. Field windbreaks protect

cropland and crops from wind, help to keep snow on

the fields, and provide food and cover for wildlife.

Environmental plantings help to beautify and

screen houses and other buildings and to abate noise.

The plants, mostly evergreen shrubs and trees, are

closely spaced. To ensure plant survival, a healthy

planting stock of suitable species should be planted

properly on a well prepared site and maintained in

good condition.

Windbreaks are often planted on land that did not

originally support trees. Knowledge of how trees

perform on such land can be gained only by observing

and recording the performance of trees that have been

planted and have survived. Many popular windbreak

species are not indigenous to the areas in which they

are planted.

Each tree or shrub species has certain climatic and

physiographic limits. Within these parameters, a tree

or shrub may grow well or grow poorly, depending on

the characteristics of the soil. Each tree or shrub has

definable potential heights in a given physiographic

area and under a given climate. Accurate definitions of

potential heights are necessary when a windbreak is

planned and designed.

Table 10 shows the height that locally grown trees

and shrubs are expected to reach in 20 years on

various soils. The estimates in this table are based on

measurements and observation of established

plantings that have been given adequate care. They

can be used as a guide in planning windbreaks and

screens. Additional information on planning

windbreaks and screens and planting and caring for

trees and shrubs can be obtained from local offices of

the Natural Resources Conservation Service or the

Cooperative Extension Service or from a nursery.

Windbreak Suitability Groups

Windbreak suitability groups consist of soils in

which the kinds and degrees of the hazards and

limitations that affect the survival and growth of trees
Sherburne County, Minnesota 63

and shrubs in windbreaks are about the same. The

windbreak suitability groups assigned to the soils in

the survey area are listed in table 11.

Group 1 consists of soils that are somewhat poorly

drained or moderately well drained, are rapidly

permeable to moderately slowly permeable, and do

not have free carbonates in the upper 20 inches.

Group 1K consists of soils that are somewhat

poorly drained or moderately well drained, are rapidly

permeable to moderately slowly permeable, and have

free carbonates within 20 inches of the surface. These

soils may be very slightly saline or slightly saline (the

electrical conductivity is 2 to 8).

Group 2 consists of poorly drained soils that have

been artificially drained and do not have free

carbonates in the upper 20 inches. Permeability

varies.

Group 2K consists of poorly drained or very poorly

drained soils that have been artificially drained and

have free carbonates within 20 inches of the surface.

Permeability varies. These soils may be very slightly

saline or slightly saline (the electrical conductivity is 2

to 8).

Group 2H consists of very poorly drained soils that

have been artificially drained and have more than 16

inches of organic material. Permeability varies.

Group 2W consists of very poorly drained soils that

are subject to ponding and have been artificially

drained. It includes soils that have an organic surface

layer up to 16 inches thick. Permeability varies.

Group 3 consists of soils that are well drained or

moderately well drained and are loamy or silty

throughout. Permeability is moderate or moderately

slow. These soils do not have free carbonates in the

upper 20 inches.

Group 4 consists of soils that are well drained,

moderately well drained, or somewhat poorly drained

and have a silty or loamy surface layer and a clayey

subsoil. Permeability is slow or very slow.

Group 4C consists of soils that are well drained,

moderately well drained, or somewhat poorly drained

and have a clayey surface layer and subsoil.

Permeability is slow or very slow.

Group 4F consists of soils that are well drained,

moderately well drained, or somewhat poorly drained

and have a substratum of dense till. Permeability is

slow or very slow.

Group 5 consists of soils that are excessively

drained to moderately well drained and have a

moderate available water capacity. These soils are

dominantly fine sandy loam or sandy loam, but some

are sandy in the upper part and loamy in the lower

part.

Group 6G consists of excessively drained to

moderately well drained soils that are loamy in the

upper part and have sand or sand and gravel at a

depth of 20 to 40 inches. These soils have a low or

moderate available water capacity.

Group 6D consists of excessively drained to

moderately well drained, loamy soils that have

bedrock at a depth of 20 to 40 inches. These soils

have a low or moderate available water capacity.

Group 7 consists of excessively drained to well

drained soils that are dominantly loamy fine sand or

coarser textured and are shallow to sand or to sand

and gravel. These soils have a low available water

capacity.

Group 8 consists of excessively drained to well

drained, loamy soils that have free carbonates within

20 inches of the surface.

Group 9W consists of soils that are somewhat

poorly drained, poorly drained, or very poorly drained

and are moderately saline (the electrical conductivity

is 8 to 16).

Group 10 consists of soils or miscellaneous land

types that generally are not suitable for windbreaks.

One or more characteristics, such as soil depth,

texture, wetness, available water capacity, or slope,

limit the planting, survival, or growth of trees and

shrubs.

Recreation

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

and 12b according to limitations that affect their

suitability for recreation. The ratings are both verbal

and numerical. Rating class terms indicate the extent

to which the soils are limited by all of the soil features

that affect the recreational uses.

Not limited indicates that the soil has features that

are very favorable for the specified use. Good

performance and very low maintenance can be

expected.

Somewhat limited indicates that the soil has

features that are moderately favorable for the specified

use. The limitations can be overcome or minimized by

special planning, design, or installation. Fair

performance and moderate maintenance can be

expected.

Very limited indicates that the soil has one or more

features that are unfavorable for the specified use. The

limitations generally cannot be overcome without

major soil reclamation, special design, or expensive

installation procedures. Poor performance and high

maintenance can be expected.

Numerical ratings in the tables indicate the severity

of individual limitations. The ratings are shown as

decimal fractions ranging from 0.01 to 1.00. They
64 Soil Survey of

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 the tables can be supplemented

by other information in this survey, for example,

interpretations for building site development,

construction materials, and water management.

Camp areas require site preparation, such as

shaping and leveling the tent and parking areas,

stabilizing roads and intensively used areas, and

installing sanitary facilities and utility lines. Camp

areas are subject to heavy foot traffic and some

vehicular traffic. The ratings are based on the soil

properties that affect the ease of developing camp

areas and the performance of the areas after

development. Slope, stoniness, and depth to bedrock

or a cemented pan are the main concerns affecting

the development of camp areas.

The soil properties that affect the performance of

the areas after development are those that influence

trafficability and promote the growth of vegetation,

especially in heavily used areas. For good trafficability,

the surface of camp areas should absorb rainfall

readily, remain firm under heavy foot traffic, and not be

dusty when dry. The soil properties that influence

trafficability are texture of the surface layer, depth to a

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

flooding, permeability, and large stones. The soil

properties that affect the growth of plants are depth to

bedrock or a cemented pan, permeability, and toxic

substances in the soil.

Picnic areas are subject to heavy foot traffic. Most

vehicular traffic is confined to access roads and

parking areas. The ratings are based on the soil

properties that affect the ease of developing picnic

areas and that influence trafficability and the growth of

vegetation after development. Slope and stoniness are

the main concerns affecting the development of picnic

areas. For good trafficability, the surface of picnic

areas should absorb rainfall readily, remain firm under

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

properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil

moisture status is wet, ponding, flooding, permeability,

and large stones. The soil properties that affect the

growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Playgrounds require soils that are nearly level, are

free of stones, and can withstand intensive foot traffic.

The ratings are based on the soil properties that affect

the ease of developing playgrounds and that influence

trafficability and the growth of vegetation after

development. Slope and stoniness are the main

concerns affecting the development of playgrounds.

For good trafficability, the surface of the playgrounds

should absorb rainfall readily, remain firm under heavy

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

properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil

moisture status is wet, ponding, flooding, permeability,

and large stones. The soil properties that affect the

growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Paths and trails for hiking and horseback riding

should require little or no slope modification through

cutting and filling. The ratings are based on the soil

properties that affect trafficability and erodibility. These

properties are stoniness, depth to a zone in which the

soil moisture status is wet, ponding, flooding, slope,

and texture of the surface layer.

Off-road motorcycle trails require little or no site

preparation. They are not covered with surfacing

material or vegetation. Considerable compaction of

the soil material is likely. The ratings are based on the

soil properties that influence erodibility, trafficability,

dustiness, and the ease of revegetation. These

properties are stoniness, slope, depth to a zone in

which the soil moisture status is wet, ponding,

flooding, and texture of the surface layer.

Golf fairways are subject to heavy foot traffic and

some light vehicular traffic. Cutting or filling may be

required. Irrigation is not considered in the ratings. The

ratings are based on the soil properties that affect

plant growth and trafficability after vegetation is

established. The properties that affect plant growth are

reaction; depth to a zone in which the soil moisture

status is wet; ponding; depth to bedrock or a

cemented pan; the available water capacity in the

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

calcium carbonate; and sulfidic materials. The

properties that affect trafficability are flooding, depth to
Sherburne County, Minnesota 65

a zone in which the soil moisture status is wet,

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

clay, or organic matter in the surface layer. The

suitability of the soil for traps, tees, roughs, and

greens is not considered in the ratings.

Wildlife Habitat

Soils affect the kind and amount of vegetation that is

available to wildlife as food and cover. They also affect

the construction of water impoundments. If food, cover,

or water is missing, inadequate, or inaccessible, wildlife

will be scarce or will not inhabit the area.

If the soils have potential for habitat development,

wildlife habitat can be created or improved by planting

appropriate vegetation, properly managing the existing

plant cover, and fostering the natural establishment of

desirable plants.

In table 13, the soils in the survey area are rated

according to their potential for providing habitat for

various kinds of wildlife. This information can be used

in planning parks, wildlife refuges, nature study areas,

and other developments for wildlife; in selecting soils

that are suitable for establishing, improving, or

maintaining specific elements of wildlife habitat; and in

determining the intensity of management needed for

each element of the habitat.

The potential of the soil is rated good, fair, poor, or

very poor. A rating of good indicates that the element

or kind of habitat is easily established, improved, or

maintained. Few or no limitations affect management,

and satisfactory results can be expected. A rating of

fair indicates that the element or kind of habitat can be

established, improved, or maintained in most places.

Moderately intensive management is required for

satisfactory results. A rating of poor indicates that

limitations are severe for the designated element or

kind of habitat. Habitat can be created, improved, or

maintained in most places, but management is difficult

and must be intensive. A rating of very poor indicates

that restrictions for the element or kind of habitat are

very severe and that unsatisfactory results can be

expected. Creating, improving, or maintaining habitat

is impractical or impossible.

The elements of wildlife habitat are described in the

following paragraphs.

Grain and seed crops are domestic grains and

seed-producing herbaceous plants used by wildlife.

Examples are corn, soybeans, wheat, oats, and

barley.

Grasses and legumes are domestic perennial

grasses and herbaceous legumes planted for wildlife

food and cover. Examples are bromegrass, timothy,

orchardgrass, clover, alfalfa, wheatgrass, and birdsfoot

trefoil.

Wild herbaceous plants are native or naturally

established grasses and forbs, including weeds, that

provide food and cover for wildlife. Examples are

bluestems, indiangrass, blueberry, goldenrod,

lambsquarters, dandelions, blackberry, ragweed,

wheatgrass, and nightshade.

The major soil properties affecting the growth of

grain and forage crops and wild herbaceous plants are

depth of the root zone, texture of the surface layer, the

amount of water available to plants, wetness, salinity,

and flooding. The length of the growing season also is

important.

Hardwood trees and woody understory produce

nuts or other fruit, buds, catkins, twigs, bark, and

foliage that wildlife eat. Examples are oak, poplar, box

elder, birch, maple, green ash, willow, and American

elm.

Coniferous plants are cone-bearing trees, shrubs,

or ground cover that provide habitat or supply food in

the form of browse, seed, or fruit-like cones. Examples

are pine, spruce, cedar, and tamarack.

The major soil properties affecting the growth of

hardwood and coniferous trees and shrubs are depth

of the root zone, the amount of water available to plants,

and wetness.

Wetland plants are annual and perennial wild

herbaceous plants that grow on moist or wet sites.

Submerged or floating aquatic plants are excluded.

Wetland plants produce food or cover for wetland

wildlife. Examples of these plants are smartweeds,

wild millet, rushes, sedges, bulrushes, wild rice,

arrowhead, waterplantain, cattail, prairie cordgrass,

bluejoint grass, asters, and beggarticks.

The major soil properties affecting wetland plants

are texture of the surface layer, wetness, acidity or

alkalinity, and slope.

Shallow water areas have an average depth of less

than 5 feet. They are useful as habitat for some wildlife

species. They are naturally wet areas or are created

by dams, levees, or water-control measures in

marshes or streams. Examples are waterfowl feeding

areas, wildlife watering developments, beaver ponds,

and other wildlife ponds.

The major soil properties affecting shallow water

areas are depth to bedrock, wetness, surface

stoniness, slope, and permeability.

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, and shrubs. These areas produce
66 Soil Survey of

grain and seed crops, grasses and legumes, and wild

herbaceous plants. The wildlife attracted to these

areas include ring-necked pheasant, meadowlark,

field sparrow, killdeer, cottontail rabbit, and red fox.

Habitat for woodland wildlife consists of areas of

hardwoods or conifers or a mixture of these and

associated grasses, legumes, and wild herbaceous

plants. The wildlife attracted to this habitat include wild

turkey, ruffed grouse, thrushes, woodpeckers, owls,

tree squirrels, raccoon, and white-tailed deer.

Habitat for wetland wildlife consists of open, marshy

or swampy shallow water areas, bogs, or flood plains

that support water-tolerant plants. The wildlife

attracted to this habitat include ducks, geese, herons,

bitterns, rails, kingfishers, muskrat, otter, mink, and

beaver.

Engineering

This section provides information for planning land

uses related to urban development and to water

management. Soils are rated for various uses, and the

most limiting features are identified. Ratings are given

for building site development, construction materials,

and water management. The ratings are based on

observed performance of the soils and on the data in

the tables described under the heading “Soil

Properties.”

Information in this section is intended for land use

planning, for evaluating land use alternatives, and for

planning site investigations prior to design and

construction. The information, however, has limitations.

For example, estimates and other data generally apply

only to that part of the soil between the surface and a

depth of 5 to 7 feet. Because of the map scale, small

areas of different soils may be included within the

mapped areas of a specific soil.

The information is not site specific and does not

eliminate the need for onsite investigation of the soils

or for testing and analysis by personnel experienced

in the design and construction of engineering works.

Government ordinances and regulations that

restrict certain land uses or impose specific design

criteria were not considered in preparing the

information in this section. Local ordinances and

regulations should be considered in planning, in site

selection, and in design.

Soil properties, site features, and observed

performance were considered in determining the

ratings in this section. During the fieldwork for this soil

survey, determinations were made about particle-size

distribution, liquid limit, plasticity index, soil reaction,

depth to bedrock, hardness of bedrock within 5 to 7

feet of the surface, soil wetness, depth to a zone in

which the soil moisture status is wet, ponding, slope,

likelihood of flooding, natural soil structure

aggregation, and soil density. Data were collected

about kinds of clay minerals, mineralogy of the sand

and silt fractions, and the kinds of adsorbed cations.

Estimates were made for erodibility, permeability,

corrosivity, linear extensibility, 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; plan detailed

onsite investigations of soils and geology; locate

potential sources of gravel, sand, earthfill, and topsoil;

plan drainage systems, irrigation systems, ponds,

terraces, and other structures for soil and water

conservation; and predict performance of proposed

small structures and pavements by comparing the

performance of existing similar structures on the same

or similar soils.

The information in the tables, along with the soil

maps, the soil descriptions, and other data provided in

this survey, can be used to make additional

interpretations.

Some of the terms used in this soil survey have a

special meaning in soil science and are defined in the

Glossary.

Building Site Development

Soil properties influence the development of

building sites, including the selection of the site, the

design of the structure, construction, performance

after construction, and maintenance. Tables 14a and

14b show the degree and kind of soil limitations that

affect dwellings with and without basements, small

commercial buildings, local roads and streets, shallow

excavations, and lawns and landscaping.

The ratings in the tables are both verbal and

numerical. Rating class terms indicate the extent to

which the soils are limited by all of the soil features

that affect building site development.

Not limited indicates that the soil has features that

are very favorable for the specified use. Good

performance and very low maintenance can be

expected.

Somewhat limited indicates that the soil has

features that are moderately favorable for the specified

use. The limitations can be overcome or minimized by
Sherburne County, Minnesota 67

special planning, design, or installation. Fair

performance and moderate maintenance can be

expected.

Very limited indicates that the soil has one or more

features that are unfavorable for the specified use. The

limitations generally cannot be overcome without

major soil reclamation, special design, or expensive

installation procedures. Poor performance and high

maintenance can be expected.

Numerical ratings in the tables indicate the severity

of individual limitations. The ratings are shown as

decimal fractions ranging from 0.01 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

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

limitation (0.00).

Dwellings are single-family houses of three stories

or less. For dwellings without basements, the

foundation is assumed to consist of spread footings of

reinforced concrete built on undisturbed soil at a depth

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

whichever is deeper. For dwellings with basements,

the foundation is assumed to consist of spread

footings of reinforced concrete built on undisturbed

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

are based on the soil properties that affect the

capacity of the soil to support a load without

movement and on the properties that affect excavation

and construction costs. The properties that affect the

load-supporting capacity include depth to a zone in

which the soil moisture status is wet, ponding,

flooding, subsidence, linear extensibility (shrink-swell

potential), and compressibility. Compressibility is

inferred from the Unified classification. The properties

that affect the ease and amount of excavation include

depth to a zone in which the soil moisture status is

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

cemented pan, hardness of bedrock or a cemented

pan, and the amount and size of rock fragments.

Small commercial buildings are structures that are

less than three stories high and do not have

basements. The foundation is assumed to consist of

spread footings of reinforced concrete built on

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

maximum frost penetration, whichever is deeper. The

ratings are based on the soil properties that affect the

capacity of the soil to support a load without

movement and on the properties that affect excavation

and construction costs. The properties that affect the

load-supporting capacity include depth to a zone in

which the soil moisture status is wet, ponding,

flooding, subsidence, linear extensibility (shrink-swell

potential), and compressibility (which is inferred from

the Unified classification). The properties that affect

the ease and amount of excavation include flooding,

depth to a zone in which the soil moisture status is

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

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

amount and size of rock fragments.

Local roads and streets have an all-weather surface

and carry automobile and light truck traffic all year.

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

base of gravel, crushed rock, or soil material stabilized

by lime or cement; and a surface of flexible material

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

binder. The ratings are based on the soil properties

that affect the ease of excavation and grading and the

traffic-supporting capacity. The properties that affect

the ease of excavation and grading are depth to

bedrock or a cemented pan, hardness of bedrock or a

cemented pan, depth to a zone in which the soil

moisture status is wet, ponding, flooding, the amount

of large stones, and slope. The properties that affect

the traffic-supporting capacity are soil strength (as

inferred from the AASHTO group index number),

subsidence, linear extensibility (shrink-swell potential),

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

the soil moisture status is wet, and ponding.

Shallow excavations are trenches or holes dug to a

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

open ditches, or other purposes. The ratings are

based on the soil properties that influence the ease of

digging and the resistance to sloughing. Depth to

bedrock or a cemented pan, hardness of bedrock or a

cemented pan, the amount of large stones, and dense

layers influence the ease of digging, filling, and

compacting. Depth to a zone in which the soil moisture

status is wet, flooding, and ponding may restrict the

period when excavations can be made. Slope

influences the ease of using machinery. Soil texture,

depth to a zone in which the soil moisture status is

wet, and linear extensibility (shrink-swell potential)

influence the resistance to sloughing.

Lawns and landscaping require soils on which turf

and ornamental trees and shrubs can be established

and maintained. Irrigation is not considered in the

ratings. The ratings are based on the soil properties

that affect plant growth and trafficability after

vegetation is established. The properties that affect

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

soil moisture status is wet; ponding; depth to bedrock

or a cemented pan; the available water capacity in the

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

calcium carbonate; and sulfidic materials. The

properties that affect trafficability are flooding, depth to

a zone in which the soil moisture status is wet,

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

clay, or organic matter in the surface layer.
68 Soil Survey of

Construction Materials

Tables 15a and 15b give information about the soils

as potential sources of gravel, sand, topsoil,

reclamation material, and roadfill. Normal compaction,

minor processing, and other standard construction

practices are assumed.

Sand and gravel are natural aggregates suitable for

commercial use with a minimum of processing. They

are used in many kinds of construction. Specifications

for each use vary widely. In table 15a, 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.

The soils are rated good, fair, or poor as potential

sources of topsoil, reclamation material, and roadfill.

The features that limit the soils as sources of these

materials are specified in the tables. The numerical

ratings given after the specified features indicate the

degree to which the features limit the soils as sources

of topsoil, reclamation material, or roadfill. 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 table 15b, the soils are rated as a source of

roadfill for low embankments, generally less than 6

feet high and less exacting in design than higher

embankments.

The ratings are for the whole soil, from the surface

to a depth of about 5 feet. It is assumed that soil layers

will be mixed when the soil material is excavated and

spread.

The ratings are based on the amount of suitable

material and on soil properties that affect the ease of

excavation and the performance of the material after it

is in place. The thickness of the suitable material is a

major consideration. The ease of excavation is

affected by large stones, depth to a zone in which the

soil moisture status is wet, and slope. How well the

soil performs in place after it has been compacted and

drained is determined by its strength (as inferred from

the AASHTO classification of the soil) and linear

extensibility (shrink-swell potential).

Topsoil is used to cover an area so that vegetation

can be established and maintained. The upper 40

inches of a soil is evaluated for use as topsoil. Also

evaluated is the reclamation potential of the borrow

area. The ratings are based on the soil properties that

affect plant growth; the ease of excavating, loading,

and spreading the material; and reclamation of the

borrow area. Toxic substances, soil reaction, and the

properties that are inferred from soil texture, such as

available water capacity and fertility, affect plant

growth. The ease of excavating, loading, and

spreading is affected by rock fragments, slope, depth

to a zone in which the soil moisture status is wet, soil

texture, and thickness of suitable material.

Reclamation of the borrow area is affected by slope,

depth to a zone in which the soil moisture status is

wet, rock fragments, depth to bedrock or a cemented

pan, and toxic material.

The surface layer of most soils is generally

preferred for topsoil because of its organic matter

content. Organic matter greatly increases the

absorption and retention of moisture and nutrients for

plant growth.

Water Management

Table 16 gives information on the soil properties

and site features that affect water management. The
Sherburne County, Minnesota 69

degree and kind of soil limitations are given for pond

reservoir areas; embankments, dikes, and levees; and

aquifer-fed excavated ponds. The ratings are both

verbal and numerical. Rating class terms indicate the

extent to which the soils are limited by all of the soil

features that affect these uses.

Not limited indicates that the soil has features that

are very favorable for the specified use. Good

performance and very low maintenance can be

expected.

Somewhat limited indicates that the soil has

features that are moderately favorable for the specified

use. The limitations can be overcome or minimized by

special planning, design, or installation. Fair

performance and moderate maintenance can be

expected.

Very limited indicates that the soil has one or more

features that are unfavorable for the specified use. The

limitations generally cannot be overcome without

major soil reclamation, special design, or expensive

installation procedures. Poor performance and high

maintenance can be expected.

Numerical ratings in the tables indicate the severity

of individual limitations. The ratings are shown as

decimal fractions ranging from 0.01 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

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

limitation (0.00).

Pond reservoir areas hold water behind a dam or

embankment. Soils best suited to this use have low

seepage potential in the upper 60 inches. The

seepage potential is determined by the permeability of

the soil and the depth to fractured bedrock or other

permeable material. Excessive slope can affect the

storage capacity of the reservoir area.

Embankments, dikes, and levees are raised

structures of soil material, generally less than 20 feet

high, constructed to impound water or to protect land

against overflow. Embankments that have zoned

construction (core and shell) are not considered. In

this table, the soils are rated as a source of material

for embankment fill. The ratings apply to the soil

material below the surface layer to a depth of about 5

feet. It is assumed that soil layers will be uniformly

mixed and compacted during construction.

The ratings do not indicate the ability of the natural

soil to support an embankment. Soil properties to a

depth even greater than the height of the embankment

can affect performance and safety of the embankment.

Generally, deeper onsite investigation is needed to

determine these properties.

Soil material in embankments must be resistant to

seepage, piping, and erosion and have favorable

compaction characteristics. Unfavorable features

include less than 5 feet of suitable material and a high

content of stones or boulders, organic matter, or salts

or sodium. A seasonal zone in which the soil moisture

status is wet affects the amount of usable material. It

also affects trafficability.

Aquifer-fed excavated ponds are pits or dugouts

that extend to a ground-water aquifer or to a depth

below a permanent zone in which the soil moisture

status is wet. Excluded are ponds that are fed only by

surface runoff and embankment ponds that impound

water 3 feet or more above the original surface.

Excavated ponds are affected by depth to a

permanent zone in which the soil moisture status is

wet, permeability of the aquifer, and quality of the

water as inferred from the salinity of the soil. Depth to

bedrock and the content of large stones affect the

ease of excavation.
70 Soil Survey of

Table 3.--Temperature and Precipitation

 (Recorded in the period 1961-90 at Santiago, Minnesota)

_______________________________________________________________________________________________________________

 | |

 | 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----| 20.5 | -2.2 | 9.1 | 46 | -34 | 0 | 1.07 | 0.35| 1.73| 2 | 11.3

 | | | | | | | | | | |

 February---| 27.2 | 3.4 | 15.3 | 51 | -30 | 1 | .94 | .31| 1.46| 2 | 8.4

 | | | | | | | | | | |

 March------| 39.5 | 18.1 | 28.8 | 68 | -16 | 25 | 1.62 | .72| 2.39| 3 | 9.7

 | | | | | | | | | | |

 April------| 57.3 | 32.4 | 44.8 | 85 | 10 | 193 | 2.51 | 1.28| 3.74| 5 | 1.5

 | | | | | | | | | | |

 May--------| 70.7 | 43.7 | 57.2 | 91 | 24 | 514 | 3.37 | 2.06| 4.54| 7 | .0

 | | | | | | | | | | |

 June-------| 79.4 | 52.7 | 66.0 | 96 | 35 | 742 | 4.39 | 2.15| 6.34| 7 | .0

 | | | | | | | | | | |

 July-------| 84.4 | 57.7 | 71.0 | 98 | 41 | 931 | 3.85 | 2.03| 5.45| 5 | .0

 | | | | | | | | | | |

 August-----| 81.1 | 55.0 | 68.0 | 97 | 37 | 862 | 4.50 | 2.82| 6.02| 6 | .0

 | | | | | | | | | | |

 September--| 71.1 | 45.7 | 58.4 | 91 | 24 | 552 | 3.36 | 1.49| 4.96| 6 | .0

 | | | | | | | | | | |

 October----| 59.5 | 35.0 | 47.3 | 83 | 13 | 250 | 2.46 | .73| 3.86| 4 | .0

 | | | | | | | | | | |

 November---| 40.4 | 21.3 | 30.8 | 66 | -9 | 29 | 1.53 | .52| 2.45| 3 | 6.5

 | | | | | | | | | | |

 December---| 24.9 | 5.2 | 15.1 | 49 | -27 | 1 | 1.03 | .31| 1.61| 3 | 9.1

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 54.7 | 30.7 | 42.7 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 105 | -41 | --- | 99 | -35 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 4,100 | 30.63 | 23.94| 36.90| 53 | 46.5

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * 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).
Sherburne County, Minnesota 71

Table 4.--Freeze Dates in Spring and Fall

 (Recorded in the period 1961-90 at Santiago, Minnesota)

_____________________________________________________________

 |

 | 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 6 | May 19 | June 4

 | | |

 2 years in 10 | | |

 later than-- | May 1 | May 13 | May 28

 | | |

 5 years in 10 | | |

 later than-- | Apr. 20 | May 3 | May 16

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Sept. 25 | Sept. 16 | Sept. 10

 | | |

 2 years in 10 | | |

 earlier than-- | Oct. 1 | Sept. 21 | Sept. 14

 | | |

 5 years in 10 | | |

 earlier than-- | Oct. 13 | Sept. 30 | Sept. 20

 | | | _____________________________________________________________

Table 5.--Growing Season

(Recorded in the period 1961-90 at Santiago,

 Minnesota)

__________________________________________________

 |

 | 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 | 137 | 122 | 101

 | | |

8 years in 10 | 145 | 130 | 110

 | | |

5 years in 10 | 161 | 143 | 126

 | | |

2 years in 10 | 177 | 157 | 142

 | | |

1 year in 10 | 186 | 165 | 150

 | | | __________________________________________________
72 Soil Survey of

Table 6.--Cropland Management Considerations

(See text for a description of the considerations listed in this table.)

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

7A: | |

 Hubbard----------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

7B: | |

 Hubbard----------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

7C: | |

 Hubbard----------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

32B: | |

 Nebish-----------------------| 85 | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

32C: | |

 Nebish-----------------------| 85 | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

32D: | |

 Nebish-----------------------| 85 | Slope

 | | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

32E: | |

 Nebish-----------------------| 85 | Slope

 | | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

38B: | |

 Waukon-----------------------| 90 | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

75: | |

 Bluffton, depressional-------| 90 | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | |
Sherburne County, Minnesota 73

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

125: | |

 Beltrami---------------------| 90 | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

152C: | |

 Milaca-----------------------| 95 | Dense layer

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

152E: | |

 Milaca-----------------------| 95 | Slope

 | | Dense layer

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

158A: | |

 Zimmerman--------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

158B: | |

 Zimmerman--------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

158C: | |

 Zimmerman--------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

158E: | |

 Zimmerman--------------------| 95 | Slope

 | | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

161: | |

 Isanti, depressional---------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |
74 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

162: | |

 Lino-------------------------| 95 | Acid soil

 | | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

164A: | |

 Mora-------------------------| 95 | Dense layer

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | |

165: | |

 Parent-----------------------| 90 | Dense layer

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | |

166: | |

 Ronneby----------------------| 90 | Dense layer

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | |

169B: | |

 Braham-----------------------| 90 | Excessive permeability

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wind erosion

 | |

169C: | |

 Braham-----------------------| 90 | Excessive permeability

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

169D: | |

 Braham-----------------------| 90 | Slope

 | | Excessive permeability

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

204B: | |

 Cushing----------------------| 90 | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

204C: | |

 Cushing----------------------| 95 | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

258B: | |

 Sandberg---------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |
Sherburne County, Minnesota 75

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

258C: | |

 Sandberg---------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

258E: | |

 Sandberg---------------------| 95 | Slope

 | | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

260: | |

 Duelm------------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

261: | |

 Isan, depressional-----------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

325: | |

 Prebish, depressional--------| 95 | Dense layer

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

341: | |

 Arvilla----------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

346: | |

 Talmoon----------------------| 90 | Potential for ground-water contamination

 | | Wet soil moisture status

 | |

373: | |

 Renshaw----------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | |

454B: | |

 Mahtomedi--------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wind erosion

 | |
76 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

454C: | |

 Mahtomedi--------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

540: | |

 Seelyeville------------------| 95 | High organic matter content

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

543: | |

 Markey-----------------------| 90 | Excessive permeability

 | | High organic matter content

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

544: | |

 Cathro-----------------------| 95 | High organic matter content

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

565: | |

 Eckvoll----------------------| 90 | Excessive permeability

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

567: | |

 Verndale---------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

623A: | |

 Pierz------------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

623B: | |

 Pierz------------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |
Sherburne County, Minnesota 77

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

708: | |

 Rushlake---------------------| 85 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

730A: | |

 Sanburn----------------------| 90 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

730B: | |

 Sanburn----------------------| 90 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

732B: | |

 Bushville--------------------| 95 | Dense layer

 | | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

768: | |

 Mosford----------------------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

771: | |

 Elkriver, rarely flooded-----| 95 | Excessive permeability

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

799: | |

 Seelyeville, frequently | |

 flooded---------------------| 45 | Flooding

 | | High organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

 Bowstring, frequently flooded| 45 | Flooding

 | | High organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

1013: | |

 Pits. | |

 | |
78 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

1015: | |

 Udipsamments. | |

 | |

1016: | |

 Udorthents. | |

 | |

1028: | |

 Udorthents. | |

 | |

 Pits, gravel. | |

 | |

1109: | |

 Isanti-----------------------| 90 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

1110: | |

 Isan-------------------------| 90 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

1223: | |

 Sandberg---------------------| 60 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

 Arvilla----------------------| 30 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

1224: | |

 Hubbard----------------------| 60 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

 Verndale---------------------| 35 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

1231: | |

 Hubbard----------------------| 60 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

 Mosford----------------------| 35 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

1253B: | |

 Stonelake--------------------| 60 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | |
Sherburne County, Minnesota 79

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

1253B: | |

 Sanburn----------------------| 30 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1253C: | |

 Stonelake--------------------| 65 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | |

 Sanburn----------------------| 25 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1253E: | |

 Stonelake--------------------| 65 | Slope

 | | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

 Sanburn----------------------| 25 | Slope

 | | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1254: | |

 Ricelake---------------------| 90 | Excessive permeability

 | | Potential for ground-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

1255: | |

 Elkriver, occasionally | |

 flooded---------------------| 90 | Flooding

 | | Excessive permeability

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | | Wind erosion

 | |

1256: | |

 Cantlin----------------------| 90 | Acid soil

 | | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wind erosion

 | |
80 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

1257: | |

 Elkriver, rarely flooded-----| 55 | Excessive permeability

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

 Mosford, rarely flooded------| 35 | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1258B: | |

 Zimmerman, thick solum-------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

1258C: | |

 Zimmerman, thick solum-------| 95 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1258E: | |

 Zimmerman, thick solum-------| 95 | Slope

 | | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1260B: | |

 Stonelake--------------------| 55 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Wind erosion

 | |

 Nebish-----------------------| 30 | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1260C: | |

 Stonelake--------------------| 55 | Excessive permeability

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

 Nebish-----------------------| 30 | Limited organic matter content

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |
Sherburne County, Minnesota 81

Table 6.--Cropland Management Considerations--Continued

______________________________________________________________________________________

 Map symbol | Pct. of | Cropland management

 and | map unit | considerations

 component name | | ______________________________________________________________________________________

 | |

1260E: | |

 Stonelake--------------------| 60 | Slope

 | | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | |

 Nebish-----------------------| 25 | Slope

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1270B: | |

 Milaca, moderately wet-------| 90 | Dense layer

 | | Limited available water capacity

 | | Limited organic matter content

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Water erosion

 | | Wind erosion

 | |

1288: | |

 Seelyeville, ponded----------| 60 | High organic matter content

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | |

 Markey, ponded---------------| 30 | Excessive permeability

 | | High organic matter content

 | | Ponding

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | |

1356: | |

 Water, miscellaneous. | |

 | |

1946: | |

 Fordum, frequently flooded---| 65 | Flooding

 | | Excessive permeability

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | |

 Winterfield, frequently | |

 flooded---------------------| 20 | Flooding

 | | Excessive permeability

 | | Limited available water capacity

 | | Potential for ground-water contamination

 | | Potential for surface-water contamination

 | | Wet soil moisture status

 | |

W: | |

 Water. | |

 | | ______________________________________________________________________________________
Table 7.--Land Capability and Yields per Acre of Crops (Yields in the "N" columns are for nonirrigated areas; those in the "I" columns are for irrigated areas. Yields are those t

 under a high level of management. Absence of a yield indicates that the soil is not suited to the crop or the crop gen on the soil.) ___________________________________________________________________________________________________________________________ | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 7A: | | | | | | | | | | |  Hubbard------------| 95 | 4s | 4s | 3.0 | 8.0 | 70 | 172 | --- | 400 | 30 | -- | | | | | | | | | | | 7B: | | | | | | | | | | |  Hubbard------------| 95 | 4s | 4s | 3.0 | 8.0 | 70 | 172 | --- | 400 | 30 | -- | | | | | | | | | | | 7C: | | | | | | | | | | |  Hubbard------------| 95 | 6s | 6s | 2.5 | 7.0 | 60 | 168 | --- | 380 | 25 | -- | | | | | | | | | | | 32B: | | | | | | | | | | |  Nebish-------------| 85 | 2e | --- | 4.6 | --- | 145 | --- | --- | --- | --- | -- | | | | | | | | | | | 32C: | | | | | | | | | | |  Nebish-------------| 85 | 3e | --- | 4.0 | --- | 130 | --- | --- | --- | --- | -- | | | | | | | | | | | 32D: | | | | | | | | | | |  Nebish-------------| 85 | 4e | --- | 3.3 | --- | 105 | --- | --- | --- | --- | -- | | | | | | | | | | | 32E: | | | | | | | | | | |  Nebish-------------| 85 | 7e | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 38B: | | | | | | | | | | |  Waukon-------------| 90 | 2e | --- | 4.6 | --- | 150 | --- | --- | --- | --- | -- | | | | | | | | | | | 75: | | | | | | | | | | |  Bluffton, | | | | | | | | | | |  depressional------| 90 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 125: | | | | | | | | | | |  Beltrami-----------| 90 | 1 | --- | 4.6 | --- | 150 | --- | --- | --- | --- | -- | | | | | | | | | | | 152C: | | | | | | | | | | |  Milaca-------------| 95 | 3e | --- | 4.0 | --- | 120 | --- | --- | --- | --- | -- | | | | | | | | | | | 152E: | | | | | | | | | | |  Milaca-------------| 95 | 6e | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 158A: | | | | | | | | | | |  Zimmerman----------| 95 | 4s | 4s | 3.0 | 8.0 | 65 | 165 | --- | 400 | 30 | -- | | | | | | | | | | | 
Table 7.--Land Capability and Yields per Acre of Crops--Continued ___________________________________________________________________________________________________________________________

 | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 158B: | | | | | | | | | | |  Zimmerman----------| 95 | 4s | 4s | 3.0 | 8.0 | 65 | 165 | --- | 400 | 30 | -- | | | | | | | | | | | 158C: | | | | | | | | | | |  Zimmerman----------| 95 | 6s | 6s | 2.5 | 7.0 | 55 | 160 | --- | --- | 25 | -- | | | | | | | | | | | 158E: | | | | | | | | | | |  Zimmerman----------| 95 | 6s | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 161: | | | | | | | | | | |  Isanti, | | | | | | | | | | |  depressional------| 95 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 162: | | | | | | | | | | |  Lino---------------| 95 | 3s | --- | --- | --- | 85 | --- | --- | --- | --- | -- | | | | | | | | | | | 164A: | | | | | | | | | | |  Mora---------------| 95 | 2s | --- | 4.2 | --- | 135 | --- | --- | --- | --- | -- | | | | | | | | | | | 165: | | | | | | | | | | |  Parent-------------| 90 | 2w | --- | --- | --- | 115 | --- | --- | --- | --- | -- | | | | | | | | | | | 166: | | | | | | | | | | |  Ronneby------------| 90 | 2w | --- | --- | --- | 125 | --- | --- | --- | --- | -- | | | | | | | | | | | 169B: | | | | | | | | | | |  Braham-------------| 90 | 3s | --- | 3.5 | --- | 100 | --- | --- | --- | --- | -- | | | | | | | | | | | 169C: | | | | | | | | | | |  Braham-------------| 90 | 4e | --- | 3.0 | --- | 80 | --- | --- | --- | --- | -- | | | | | | | | | | | 169D: | | | | | | | | | | |  Braham-------------| 90 | 6e | --- | 2.5 | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 204B: | | | | | | | | | | |  Cushing------------| 90 | 2e | --- | 4.6 | --- | 145 | --- | --- | --- | --- | -- | | | | | | | | | | | 204C: | | | | | | | | | | |  Cushing------------| 95 | 3e | --- | 4.0 | --- | 130 | --- | --- | --- | --- | -- | | | | | | | | | | | 258B: | | | | | | | | | | |  Sandberg-----------| 95 | 4s | 4s | 3.0 | --- | 60 | 168 | --- | 400 | 28 | -- | | | | | | | | | | | 258C: | | | | | | | | | | |  Sandberg-----------| 95 | 6s | 6s | 2.5 | --- | 55 | 168 | --- | 380 | 22 | -- | | | | | | | | | | | 
Table 7.--Land Capability and Yields per Acre of Crops--Continued ___________________________________________________________________________________________________________________________

 | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 258E: | | | | | | | | | | |  Sandberg-----------| 95 | 7e | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 260: | | | | | | | | | | |  Duelm--------------| 95 | 4s | --- | --- | --- | 65 | --- | --- | --- | 35 | -- | | | | | | | | | | | 261: | | | | | | | | | | |  Isan, depressional | 95 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 325: | | | | | | | | | | |  Prebish, | | | | | | | | | | |  depressional------| 95 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 341: | | | | | | | | | | |  Arvilla------------| 95 | 3s | 3s | 3.2 | 8.0 | 75 | 175 | --- | 400 | 40 | -- | | | | | | | | | | | 346: | | | | | | | | | | |  Talmoon------------| 90 | 2w | --- | --- | --- | 145 | --- | --- | --- | --- | -- | | | | | | | | | | | 373: | | | | | | | | | | |  Renshaw------------| 95 | 3s | 3s | 3.2 | 8.0 | 80 | 175 | --- | 400 | 40 | -- | | | | | | | | | | | 454B: | | | | | | | | | | |  Mahtomedi----------| 95 | 4s | --- | 2.5 | --- | 65 | --- | --- | --- | 25 | -- | | | | | | | | | | | 454C: | | | | | | | | | | |  Mahtomedi----------| 95 | 6s | --- | 2.0 | --- | 60 | --- | --- | --- | 20 | -- | | | | | | | | | | | 540: | | | | | | | | | | |  Seelyeville--------| 95 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 543: | | | | | | | | | | |  Markey-------------| 90 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 544: | | | | | | | | | | |  Cathro-------------| 95 | 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 565: | | | | | | | | | | |  Eckvoll------------| 90 | 3s | --- | 3.3 | --- | 90 | --- | --- | --- | 38 | -- | | | | | | | | | | | 567: | | | | | | | | | | |  Verndale-----------| 95 | 3s | --- | 3.2 | 8.0 | 85 | 175 | --- | 400 | 40 | -- | | | | | | | | | | | 623A: | | | | | | | | | | |  Pierz--------------| 95 | 2s | 2s | 3.5 | 8.0 | 100 | 175 | --- | --- | 40 | -- | | | | | | | | | | | 
Table 7.--Land Capability and Yields per Acre of Crops--Continued ___________________________________________________________________________________________________________________________

 | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 623B: | | | | | | | | | | |  Pierz--------------| 95 | 2e | 2e | 3.2 | 8.0 | 90 | 175 | --- | --- | 38 | ---  | | | | | | | | | | | 708: | | | | | | | | | | |  Rushlake-----------| 85 | 4s | --- | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | 730A: | | | | | | | | | | |  Sanburn------------| 90 | 3s | 3s | 3.2 | --- | 85 | 170 | --- | --- | 32 | ---  | | | | | | | | | | | 730B: | | | | | | | | | | |  Sanburn------------| 90 | 3e | 3e | 3.0 | --- | 85 | 165 | --- | --- | 30 | ---  | | | | | | | | | | | 732B: | | | | | | | | | | |  Bushville----------| 95 | 3s | --- | 3.3 | --- | 85 | --- | --- | --- | --- | ---  | | | | | | | | | | | 768: | | | | | | | | | | |  Mosford------------| 95 | 3s | 3s | 3.3 | 8.0 | 80 | 180 | --- | 400 | 40 | ---  | | | | | | | | | | | 771: | | | | | | | | | | |  Elkriver, rarely | | | | | | | | | | |  flooded-----------| 95 | 2s | --- | 4.0 | --- | 120 | --- | --- | --- | --- | ---  | | | | | | | | | | | 799-----------------| | | | --- | --- | --- | --- | --- | --- | --- | ---  Seelyeville, | | | | | | | | | | |  frequently flooded| 45 | 6w | --- | | | | | | | |  | | | | | | | | | | |  Bowstring, | | | | | | | | | | |  frequently flooded| 45 | 6w | --- | | | | | | | |  | | | | | | | | | | | 1013: | | | | | | | | | | |  Pits. | | | | | | | | | | |  | | | | | | | | | | | 1015: | | | | | | | | | | |  Udipsamments. | | | | | | | | | | |  | | | | | | | | | | | 1016: | | | | | | | | | | |  Udorthents. | | | | | | | | | | |  | | | | | | | | | | | 1028: | | | | | | | | | | |  Udorthents. | | | | | | | | | | |  | | | | | | | | | | |  Pits, gravel. | | | | | | | | | | |  | | | | | | | | | | | 1109: | | | | | | | | | | |  Isanti-------------| 90 | 3w | --- | --- | --- | 65 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 7.--Land Capability and Yields per Acre of Crops--Continued ___________________________________________________________________________________________________________________________

 | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 1110: | | | | | | | | | | |  Isan---------------| 90 | 3w | --- | --- | --- | 60 | --- | --- | --- | --- | -- | | | | | | | | | | | 1223----------------| | | | 3.0 | --- | 60 | 172 | --- | 400 | 32 | -- Sandberg-----------| 60 | 4s | 4s | | | | | | | |  | | | | | | | | | | |  Arvilla------------| 30 | 3s | 3s | | | | | | | |  | | | | | | | | | | | 1224----------------| | | | 3.2 | 8.0 | 70 | 172 | --- | 400 | 33 | -- Hubbard------------| 60 | 4s | 4s | | | | | | | |  | | | | | | | | | | |  Verndale-----------| 35 | 3s | 3s | | | | | | | |  | | | | | | | | | | | 1231----------------| | | | 3.2 | 8.0 | 75 | 172 | --- | 400 | 33 | -- Hubbard------------| 60 | 4s | 4s | | | | | | | |  | | | | | | | | | | |  Mosford------------| 35 | 3s | 3s | | | | | | | |  | | | | | | | | | | | 1253B---------------| | | | 2.8 | --- | 65 | --- | --- | --- | 25 | -- Stonelake----------| 60 | 4s | --- | | | | | | | |  | | | | | | | | | | |  Sanburn------------| 30 | 3e | --- | | | | | | | |  | | | | | | | | | | | 1253C---------------| | | | 2.8 | --- | 60 | --- | --- | --- | 23 | -- Stonelake----------| 65 | 6s | --- | | | | | | | |  | | | | | | | | | | |  Sanburn------------| 25 | 4e | --- | | | | | | | |  | | | | | | | | | | | 1253E---------------| | | | --- | --- | --- | --- | --- | --- | --- | -- Stonelake----------| 65 | 7s | --- | | | | | | | |  | | | | | | | | | | |  Sanburn------------| 25 | 6e | --- | | | | | | | |  | | | | | | | | | | | 1254: | | | | | | | | | | |  Ricelake-----------| 90 | 2w | --- | 4.0 | --- | 120 | --- | --- | --- | --- | -- | | | | | | | | | | | 1255: | | | | | | | | | | |  Elkriver, | | | | | | | | | | |  occasionally | | | | | | | | | | |  flooded-----------| 90 | 2w | --- | 3.8 | --- | 115 | --- | --- | --- | --- | -- | | | | | | | | | | | 1256: | | | | | | | | | | |  Cantlin------------| 90 | 4s | --- | --- | --- | 70 | --- | --- | --- | 33 | -- | | | | | | | | | | | 
Table 7.--Land Capability and Yields per Acre of Crops--Continued ___________________________________________________________________________________________________________________________

 | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 1257----------------| | | | 3.7 | --- | 105 | --- | --- | --- | --- | -- Elkriver, rarely | | | | | | | | | | |  flooded-----------| 55 | 2s | --- | | | | | | | |  | | | | | | | | | | |  Mosford, rarely | | | | | | | | | | |  flooded-----------| 35 | 3e | --- | | | | | | | |  | | | | | | | | | | | 1258B: | | | | | | | | | | |  Zimmerman, thick | | | | | | | | | | |  solum-------------| 95 | 4s | --- | 3.0 | --- | 65 | --- | --- | --- | 30 | -- | | | | | | | | | | | 1258C: | | | | | | | | | | |  Zimmerman, thick | | | | | | | | | | |  solum-------------| 95 | 6s | --- | 2.8 | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 1258E: | | | | | | | | | | |  Zimmerman, thick | | | | | | | | | | |  solum-------------| 95 | 6s | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | 1260B---------------| | | | 3.0 | --- | 85 | --- | --- | --- | --- | -- Stonelake----------| 55 | 4s | --- | | | | | | | |  | | | | | | | | | | |  Nebish-------------| 30 | 2e | --- | | | | | | | |  | | | | | | | | | | | 1260C---------------| | | | 2.8 | --- | 80 | --- | --- | --- | --- | -- Stonelake----------| 55 | 6s | --- | | | | | | | |  | | | | | | | | | | |  Nebish-------------| 30 | 3e | --- | | | | | | | |  | | | | | | | | | | | 1260E---------------| | | | --- | --- | --- | --- | --- | --- | --- | -- Stonelake----------| 60 | 7s | --- | | | | | | | |  | | | | | | | | | | |  Nebish-------------| 25 | 6e | --- | | | | | | | |  | | | | | | | | | | | 1270B | | | | | | | | | | |  Milaca, moderately | | | | | | | | | | |  wet---------------| 90 | 2e | --- | 4.2 | --- | 135 | --- | --- | --- | --- | -- | | | | | | | | | | | 1288----------------| | | | --- | --- | --- | --- | --- | --- | --- | -- Seelyeville, ponded| 60 | 8w | --- | | | | | | | |  | | | | | | | | | | |  Markey, ponded-----| 30 | 8w | --- | | | | | | | |  | | | | | | | | | | | 1356: | | | | | | | | | | |  Water, | | | | | | | | | | |  miscellaneous. | | | | | | | | | | |  | | | | | | | | | | | 
Table 7.--Land Capability and Yields per Acre of Crops--Continued ___________________________________________________________________________________________________________________________

 | | Land | | | |  Map symbol and | Pct. of | capability | Alfalfa hay | Corn | Irish potatoes | Rye  component name | map unit|_____________|___________________|___________________|___________________|__________________ | | N | I | N | I | N | I | N | I | N | I ___________________________________________________________________________________________________________________________ | | | | Tons | Tons | Bu | Bu | Cwt | Cwt | Bu | Bu  | | | | | | | | | | | 1946----------------| | | | --- | --- | --- | --- | --- | --- | --- | -- Fordum, frequently | | | | | | | | | | |  flooded-----------| 65 | 6w | --- | | | | | | | |  | | | | | | | | | | |  Winterfield, | | | | | | | | | | |  frequently | | | | | | | | | | |  flooded-----------| 20 | 4w | --- | | | | | | | |  | | | | | | | | | | | W: | | | | | | | | | | |  Water. | | | | | | | | | | |  | | | | | | | | | | | ___________________________________________________________________________________________________________________________
Sherburne County, Minnesota 89

Table 8.--Forage Suitability Groups

 (Only the soils assigned to forage suitability groups are listed.)

______________________________________________________________________

 | | |Group

 Map | Map unit name | MLRA | no.

 symbol | | | ______________________________________________________________________

 | | |

7A |Hubbard loamy sand, 0 to 2 percent slopes----| 091X | 22

 | | |

7B |Hubbard loamy sand, 2 to 6 percent slopes----| 091X | 22

 | | |

7C |Hubbard loamy sand, 6 to 12 percent slopes---| 091X | 22

 | | |

32B |Nebish fine sandy loam, 2 to 6 percent slopes| 091X | 06

 | | |

32C |Nebish fine sandy loam, 6 to 12 percent | |

 | slopes--------------------------------------| 091X | 06

 | | |

32D |Nebish fine sandy loam, 12 to 18 percent | |

 | slopes--------------------------------------| 091X | 23

 | | |

32E |Nebish fine sandy loam, 18 to 35 percent | |

 | slopes--------------------------------------| 091X | 17

 | | |

38B |Waukon fine sandy loam, 2 to 6 percent slopes| 091X | 02

 | | |

75 |Bluffton loam, depressional, 0 to 1 percent | |

 | slopes--------------------------------------| 091X | 24

 | | |

125 |Beltrami fine sandy loam, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 02

 | | |

152C |Milaca fine sandy loam, 6 to 12 percent | |

 | slopes--------------------------------------| 090X | 08

 | | |

152E |Milaca fine sandy loam, 12 to 25 percent | |

 | slopes--------------------------------------| 090X | 18

 | | |

158A |Zimmerman fine sand, 0 to 3 percent slopes---| 091X | 22

 | | |

158B |Zimmerman fine sand, 3 to 6 percent slopes---| 091X | 22

 | | |

158C |Zimmerman fine sand, 6 to 12 percent slopes--| 091X | 22

 | | |

158E |Zimmerman fine sand, 12 to 25 percent slopes | 091X | 18

 | | |

161 |Isanti fine sandy loam, depressional, 0 to 1 | |

 | percent slopes------------------------------| 091X | 24

 | | |

162 |Lino loamy fine sand, 0 to 2 percent slopes--| 091X | 07

 | | |

164A |Mora loam, 0 to 3 percent slopes-------------| 090X | 06

 | | |

165 |Parent loam, 0 to 2 percent slopes-----------| 090X | 05

 | | |

166 |Ronneby loam, 0 to 2 percent slopes----------| 090X | 05

 | | |

169B |Braham loamy fine sand, 3 to 6 percent slopes| 091X | 06

 | | |

169C |Braham loamy fine sand, 6 to 12 percent | |

 | slopes--------------------------------------| 091X | 06

 | | |

169D |Braham loamy fine sand, 12 to 18 percent | |

 | slopes--------------------------------------| 091X | 23

 | | |

204B |Cushing fine sandy loam, 2 to 8 percent | |

 | slopes--------------------------------------| 091X | 06

 | | |
90 Soil Survey of

Table 8.--Forage Suitability Groups--Continued

______________________________________________________________________

 | | |Group

 Map | Map unit name | MLRA | no.

 symbol | | | ______________________________________________________________________

 | | |

204C |Cushing fine sandy loam, 8 to 15 percent | |

 | slopes--------------------------------------| 091X | 06

 | | |

258B |Sandberg loamy coarse sand, 1 to 6 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

258C |Sandberg loamy coarse sand, 6 to 12 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

258E |Sandberg loamy coarse sand, 12 to 35 percent | |

 | slopes--------------------------------------| 091X | 18

 | | |

260 |Duelm loamy sand, 0 to 2 percent slopes------| 091X | 08

 | | |

261 |Isan sandy loam, depressional, 0 to 1 percent| |

 | slopes--------------------------------------| 091X | 24

 | | |

325 |Prebish fine sandy loam, depressional, 0 to 1| |

 | percent slopes------------------------------| 090X | 24

 | | |

341 |Arvilla sandy loam, 0 to 2 percent slopes----| 091X | 22

 | | |

346 |Talmoon loam, 0 to 2 percent slopes----------| 091X | 05

 | | |

373 |Renshaw loam, 0 to 3 percent slopes----------| 091X | 22

 | | |

454B |Mahtomedi loamy coarse sand, 1 to 6 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

454C |Mahtomedi loamy coarse sand, 6 to 15 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

540 |Seelyeville muck, 0 to 1 percent slopes------| 091X | 24

 | | |

543 |Markey muck, 0 to 1 percent slopes-----------| 091X | 24

 | | |

544 |Cathro muck, 0 to 1 percent slopes-----------| 091X | 24

 | | |

565 |Eckvoll loamy fine sand, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 02

 | | |

567 |Verndale sandy loam, 0 to 2 percent slopes---| 091X | 22

 | | |

623A |Pierz sandy loam, 0 to 2 percent slopes------| 091X | 08

 | | |

623B |Pierz sandy loam, 2 to 6 percent slopes------| 091X | 08

 | | |

708 |Rushlake coarse sand, 1 to 4 percent slopes--| 091X | 03

 | | |

730A |Sanburn fine sandy loam, 0 to 2 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

730B |Sanburn fine sandy loam, 2 to 6 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

732B |Bushville fine sand, 2 to 6 percent slopes---| 091X | 08

 | | |

768 |Mosford sandy loam, 0 to 2 percent slopes----| 091X | 22

 | | |

771 |Elkriver fine sandy loam, 0 to 2 percent | |

 | slopes, rarely flooded----------------------| 091X | 06

 | | |

799 |Seelyeville and Bowstring soils, 0 to 1 | |

 | percent slopes, frequently flooded----------| 091X | 24

 | | |
Sherburne County, Minnesota 91

Table 8.--Forage Suitability Groups--Continued

______________________________________________________________________

 | | |Group

 Map | Map unit name | MLRA | no.

 symbol | | | ______________________________________________________________________

 | | |

1109 |Isanti loamy fine sand, 0 to 2 percent slopes| 091X | 07

 | | |

1110 |Isan sandy loam, 0 to 2 percent slopes-------| 091X | 07

 | | |

1223 |Sandberg-Arvilla complex, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

1224 |Hubbard-Verndale complex, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

1231 |Hubbard-Mosford complex, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

1253B |Stonelake-Sanburn complex, 1 to 6 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

1253C |Stonelake-Sanburn complex, 6 to 15 percent | |

 | slopes--------------------------------------| 091X | 22

 | | |

1253E |Stonelake-Sanburn complex, 15 to 40 percent | |

 | slopes--------------------------------------| 091X | 24

 | | |

1254 |Ricelake fine sandy loam, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 05

 | | |

1255 |Elkriver fine sandy loam, 0 to 2 percent | |

 | slopes, occasionally flooded----------------| 091X | 05

 | | |

1256 |Cantlin loamy fine sand, 0 to 3 percent | |

 | slopes--------------------------------------| 091X | 08

 | | |

1257 |Elkriver-Mosford complex, 0 to 6 percent | |

 | slopes, rarely flooded: | |

 | Elkriver-----------------------------------| 091X | 06

 | | |

 | Mosford------------------------------------| 091X | 22

 | | |

1258B |Zimmerman fine sand, thick solum, 1 to 6 | |

 | percent slopes------------------------------| 091X | 22

 | | |

1258C |Zimmerman fine sand, thick solum, 6 to 12 | |

 | percent slopes------------------------------| 091X | 22

 | | |

1258E |Zimmerman fine sand, thick solum, 12 to 35 | |

 | percent slopes------------------------------| 091X | 18

 | | |

1260B |Stonelake-Nebish complex, 2 to 6 percent | 091X | 22

 | slopes: | |

 | Stonelake----------------------------------| 091X | 22

 | | |

 | Nebish-------------------------------------| 091X | 06

 | | |

1260C |Stonelake-Nebish complex, 6 to 12 percent | |

 | slopes: | |

 | Stonelake----------------------------------| 091X | 22

 | | |

 | Nebish-------------------------------------| 091X | 06

 | | |

1260E |Stonelake-Nebish complex, 12 to 25 percent | |

 | slopes: | |

 | Stonelake----------------------------------| 091X | 22

 | | |

 | Nebish-------------------------------------| 091X | 17

 | | |

 | | |
92 Soil Survey of

Table 8.--Forage Suitability Groups--Continued

______________________________________________________________________

 | | |Group

 Map | Map unit name | MLRA | no.

 symbol | | | ______________________________________________________________________

 | | |

1270B |Milaca fine sandy loam, moderately wet, 3 to | |

 | 6 percent slopes----------------------------| 090X | 08

 | | |

1288 |Seelyeville-Markey complex, ponded, 0 to 1 | |

 | percent slopes------------------------------| 091X | 24

 | | |

1946 |Fordum-Winterfield complex, 0 to 2 percent | |

 | slopes, frequently flooded: | |

 | Fordum-------------------------------------| 091X | 16

 | | |

 | Winterfield--------------------------------| 091X | 07

 | | | ______________________________________________________________________
Sherburne County, Minnesota 93

Table 9.--Prime Farmland

(Only the soils considered prime farmland are listed. Urban or built-up areas of the soils listed are

 not considered prime farmland. If a soil is prime farmland only under certain conditions, the

 conditions are specified in parentheses after the soil name.)

_______________________________________________________________________________________________________

 |

 Map | Soil name

symbol | _______________________________________________________________________________________________________

 |

32B |Nebish fine sandy loam, 2 to 6 percent slopes

38B |Waukon fine sandy loam, 2 to 6 percent slopes

125 |Beltrami fine sandy loam, 0 to 3 percent slopes

164A |Mora loam, 0 to 3 percent slopes

165 |Parent loam, 0 to 2 percent slopes (where drained)

166 |Ronneby loam, 0 to 2 percent slopes (where drained)

204B |Cushing fine sandy loam, 2 to 8 percent slopes

346 |Talmoon loam, 0 to 2 percent slopes (where drained)

623A |Pierz sandy loam, 0 to 2 percent slopes

771 |Elkriver fine sandy loam, 0 to 2 percent slopes, rarely flooded

1254 |Ricelake fine sandy loam, 0 to 3 percent slopes

1255 |Elkriver fine sandy loam, 0 to 2 percent slopes, occasionally flooded

1270B |Milaca fine sandy loam, moderately wet, 3 to 6 percent slopes

 | _______________________________________________________________________________________________________
Table 10.--Windbreaks and Environmental Plantings (Only the soils suitable for windbreaks and environmental plantings are listed. Absence of an entry indicates that tree

 grow to the given height.) _______________________________________________________________________________________________________________________ | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |___________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 _______________________________________________________________________________________________________________________ | | | | | 7A: | | | | |  Hubbard-----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 7B: | | | | |  Hubbard-----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 7C: | | | | |  Hubbard-----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 32B: | | | | |  Nebish------------------| 85 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm, | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued _______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |___________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 _______________________________________________________________________________________________________________________ | | | | | 32C: | | | | |  Nebish------------------| 85 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm, | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 32D: | | | | |  Nebish------------------| 85 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm, | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 32E: | | | | |  Nebish------------------| 85 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm, | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 38B: | | | | |  Waukon------------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm, | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 125: | | | | |  Beltrami----------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 152C: | | | | |  Milaca------------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | Amur maple, Harbin | Manchurian | Siberian elm, gree | | | pear, bur oak, | crabapple, blue | ash, red pine,  | | | common chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, northern |  | | | | red oak, common |  | | | | hackberry |  | | | | | 152E: | | | | |  Milaca------------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | Amur maple, Harbin | Manchurian | Siberian elm, gree | | | pear, bur oak, | crabapple, blue | ash, red pine,  | | | common chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, northern |  | | | | red oak, common |  | | | | hackberry |  | | | | | 158A: | | | | |  Zimmerman---------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 158B: | | | | |  Zimmerman---------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 158C: | | | | |  Zimmerman---------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued _______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |___________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 _______________________________________________________________________________________________________________________ | | | | | 158E: | | | | |  Zimmerman---------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 162: | | | | |  Lino--------------------| 95 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 164A: | | | | |  Mora--------------------| 95 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 165: | | | | |  Parent------------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Eastern white pine,  | | western sandcherry | Harbin pear, common| Hills spruce, | green ash, red  | | | chokecherry, | Manchurian | pine, Siberian elm  | | | eastern redcedar | crabapple, blue |  | | | | spruce, white |  | | | | spruce, common |  | | | | hackberry |  | | | | | 166: | | | | |  Ronneby-----------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | Amur maple, Harbin | Manchurian | Siberian elm, green | | | pear, bur oak, | crabapple, blue | ash, red pine,  | | | common chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, northern |  | | | | red oak, common |  | | | | hackberry |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 169B: | | | | |  Braham------------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 169C: | | | | |  Braham------------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 169D: | | | | |  Braham------------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 204B: | | | | |  Cushing-----------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 204C: | | | | |  Cushing-----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 258B: | | | | |  Sandberg----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 258C: | | | | |  Sandberg----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 258E: | | | | |  Sandberg----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 260: | | | | |  Duelm-------------------| 95 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 341: | | | | |  Arvilla-----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, silver  | | western sandcherry | Amur maple, Harbin | blue spruce, | maple, Siouxland  | | | pear, Manchurian | eastern white pine,| cottonwood  | | | crabapple, bur oak,| red pine, Siberian |  | | | common chokecherry,| elm |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 346: | | | | |  Talmoon-----------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Eastern white pine,  | | western sandcherry | Harbin pear, common| Hills spruce, | green ash, red  | | | chokecherry, | Manchurian | pine, Siberian elm  | | | eastern redcedar | crabapple, blue |  | | | | spruce, white |  | | | | spruce, common |  | | | | hackberry |  | | | | | 373: | | | | |  Renshaw-----------------| 95 |Nanking cherry, |Amur maple, Harbin |Black Hills spruce, |Green ash, silver  | | western sandcherry | pear, Manchurian | blue spruce, | maple, Siouxland  | | | crabapple, Siberian| eastern white pine,| cottonwood  | | | peashrub, bur oak, | red pine, Siberian |  | | | common chokecherry,| elm |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 454B: | | | | |  Mahtomedi---------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 454C: | | | | |  Mahtomedi---------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 565: | | | | |  Eckvoll-----------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 567: | | | | |  Verndale----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, silver  | | western sandcherry | Amur maple, Harbin | blue spruce, | maple, Siouxland  | | | pear, Manchurian | eastern white pine,| cottonwood  | | | crabapple, bur oak,| red pine, Siberian |  | | | common chokecherry,| elm |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 623A: | | | | |  Pierz-------------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 623B: | | | | |  Pierz-------------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 708: | | | | |  Rushlake----------------| 85 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 730A: | | | | |  Sanburn-----------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 730B: | | | | |  Sanburn-----------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 732B: | | | | |  Bushville---------------| 95 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 768: | | | | |  Mosford-----------------| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 771: | | | | |  Elkriver, rarely flooded| 95 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 1109: | | | | |  Isanti------------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Eastern white pine,  | | western sandcherry | Harbin pear, common| Hills spruce, | green ash, red  | | | chokecherry, | Manchurian | pine, Siberian elm  | | | eastern redcedar | crabapple, blue |  | | | | spruce, white |  | | | | spruce, common |  | | | | hackberry |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 1110: | | | | |  Isan--------------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Eastern white pine,  | | western sandcherry | Harbin pear, common| Hills spruce, | green ash, red  | | | chokecherry, | Manchurian | pine, Siberian elm  | | | eastern redcedar | crabapple, blue |  | | | | spruce, white |  | | | | spruce, common |  | | | | hackberry |  | | | | | 1223: | | | | |  Sandberg----------------| 60 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Arvilla-----------------| 30 |Nanking cherry, |Amur maple, Harbin |Black Hills spruce, |Green ash, silver  | | western sandcherry | pear, Manchurian | blue spruce, | maple, Siouxland  | | | crabapple, Siberian| eastern white pine,| cottonwood  | | | peashrub, bur oak, | red pine, Siberian |  | | | common chokecherry,| elm |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 1224: | | | | |  Hubbard-----------------| 60 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Verndale----------------| 35 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, silver  | | western sandcherry | Amur maple, Harbin | blue spruce, | maple, Siouxland  | | | pear, Manchurian | eastern white pine,| cottonwood  | | | crabapple, bur oak,| red pine, Siberian |  | | | common chokecherry,| elm |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 1231: | | | | |  Hubbard-----------------| 60 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Mosford-----------------| 35 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 1253B: | | | | |  Stonelake---------------| 60 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Sanburn-----------------| 30 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 1253C: | | | | |  Stonelake---------------| 65 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 1253C: | | | | |  Sanburn-----------------| 25 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 1253E: | | | | |  Stonelake---------------| 65 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Sanburn-----------------| 25 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine,  | | | pear, common | crabapple, blue | Siberian elm  | | | chokecherry, | spruce, bur oak, |  | | | eastern redcedar | white spruce, |  | | | | common hackberry, |  | | | | northern red oak, |  | | | | red pine |  | | | | | 1254: | | | | |  Ricelake----------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 1255: | | | | |  Elkriver, occasionally | | | | |  flooded----------------| 90 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued _______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |___________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 _______________________________________________________________________________________________________________________ | | | | | 1256: | | | | |  Cantlin-----------------| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Northern red oak,  | | western sandcherry | Harbin pear, blue | Manchurian | red pine, eastern  | | | spruce, common | crabapple, eastern | white pine, green  | | | chokecherry | redcedar, bur oak, | ash  | | | | common hackberry, |  | | | | white spruce | 1257: | | | | |  Elkriver, rarely flooded| 55 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | |  Mosford, rarely flooded | 35 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 1258B: | | | | |  Zimmerman, thick solum--| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 1258C: | | | | |  Zimmerman, thick solum--| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, eastern | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 1258E: | | | | |  Zimmerman, thick solum--| 95 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | | 1260B: | | | | |  Stonelake---------------| 55 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Nebish------------------| 30 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 1260C: | | | | |  Stonelake---------------| 55 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Nebish------------------| 30 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 
Table 10.--Windbreaks and Environmental Plantings--Continued ______________________________________________________________________________________________________________________

 | | Trees having predicted 20-year average height, in feet, of-- Map symbol and | Pct. of |__________________________________________________________________________________ component name | map unit| <8 | 8-15 | 16-25 | 26-35 ______________________________________________________________________________________________________________________ | | | | | 1260E: | | | | |  Stonelake---------------| 60 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | common chokecherry,| green ash, red pine| silver maple,  | | | Amur maple, Harbin | | Siouxland  | | | pear, Manchurian | | cottonwood, easter | | | crabapple, blue | | cottonwood  | | | spruce, bur oak, | |  | | | eastern redcedar, | |  | | | northern red oak | |  | | | | |  Nebish------------------| 25 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Green ash, eastern  | | western sandcherry | Amur maple, Harbin | Manchurian | white pine, red  | | | pear, common | crabapple, blue | pine, Siberian elm | | | chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, bur oak, |  | | | | northern red oak, |  | | | | common hackberry |  | | | | | 1270B: | | | | |  Milaca, moderately wet--| 90 |Nanking cherry, |Siberian peashrub, |Black Hills spruce, |Eastern white pine,  | | western sandcherry | Amur maple, Harbin | Manchurian | Siberian elm, gree | | | pear, bur oak, | crabapple, blue | ash, red pine,  | | | common chokecherry | spruce, eastern | silver maple  | | | | redcedar, white |  | | | | spruce, northern |  | | | | red oak, common |  | | | | hackberry |  | | | | | 1946: | | | | |  Fordum, frequently | | | | |  flooded----------------| 65 | --- | --- | --- | ---  | | | | |  Winterfield, | | | | |  frequently flooded-----| 20 |Nanking cherry, |Siberian peashrub, |Amur maple, Black |Northern red oak,  | | western sandcherry | Harbin pear, blue | Hills spruce, | red pine, eastern  | | | spruce, common | Manchurian | white pine, green  | | | chokecherry | crabapple, eastern | ash  | | | | redcedar, bur oak, |  | | | | common hackberry, |  | | | | white spruce |  | | | | | ______________________________________________________________________________________________________________________
Sherburne County, Minnesota 109

Table 11.--Windbreak Suitability Groups

(Suitable shrubs and trees with their mature heights are listed

 in table 10. Absence of an entry indicates that a windbreak

 suitability group is not assigned.)

_________________________________________________________________

 |

 Map symbol | Windbreak

 and | suitability

 component name | group _________________________________________________________________

 |

7A: |

 Hubbard---------------| 7

 |

7B: |

 Hubbard---------------| 7

 |

7C: |

 Hubbard---------------| 7

 |

32B: |

 Nebish----------------| 3

 |

32C: |

 Nebish----------------| 3

 |

32D: |

 Nebish----------------| 3

 |

32E: |

 Nebish----------------| 3

 |

38B: |

 Waukon----------------| 3

 |

75: |

 Bluffton, depressional| 10

 |

125: |

 Beltrami--------------| 1

 |

152C: |

 Milaca----------------| 4

 |

152E: |

 Milaca----------------| 4

 |

158A: |

 Zimmerman-------------| 7

 |

158B: |

 Zimmerman-------------| 7

 |

158C: |

 Zimmerman-------------| 7

 |

158E: |

 Zimmerman-------------| 7

 |

161: |

 Isanti, depressional--| 10

 |

162: |

 Lino------------------| 1

 |

164A: |

 Mora------------------| 1

 |

165: |

 Parent----------------| 2

 |
110 Soil Survey of

Table 11.--Windbreak Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Windbreak

 and | suitability

 component name | group _________________________________________________________________

 |

166: |

 Ronneby---------------| 4

 |

169B: |

 Braham----------------| 5

 |

169C: |

 Braham----------------| 5

 |

169D: |

 Braham----------------| 5

 |

204B: |

 Cushing---------------| 3

 |

204C: |

 Cushing---------------| 3

 |

258B: |

 Sandberg--------------| 7

 |

258C: |

 Sandberg--------------| 7

 |

258E: |

 Sandberg--------------| 7

 |

260: |

 Duelm-----------------| 1

 |

261: |

 Isan, depressional----| 10

 |

325: |

 Prebish, depressional | 10

 |

341: |

 Arvilla---------------| 6G

 |

346: |

 Talmoon---------------| 2

 |

373: |

 Renshaw---------------| 6G

 |

454B: |

 Mahtomedi-------------| 7

 |

454C: |

 Mahtomedi-------------| 7

 |

540: |

 Seelyeville-----------| 10

 |

543: |

 Markey----------------| 10

 |

544: |

 Cathro----------------| 10

 |

565: |

 Eckvoll---------------| 1

 |
Sherburne County, Minnesota 111

Table 11.--Windbreak Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Windbreak

 and | suitability

 component name | group _________________________________________________________________

 |

567: |

 Verndale--------------| 6G

 |

623A: |

 Pierz-----------------| 5

 |

623B: |

 Pierz-----------------| 5

 |

708: |

 Rushlake--------------| 1

 |

730A: |

 Sanburn---------------| 5

 |

730B: |

 Sanburn---------------| 5

 |

732B: |

 Bushville-------------| 1

 |

768: |

 Mosford---------------| 7

 |

771: |

 Elkriver, rarely |

 flooded--------------| 1

 |

799: |

 Seelyeville, |

 frequently flooded---| 10

 |

 Bowstring, frequently |

 flooded--------------| 10

 |

1013: |

 Pits. |

 |

1015: |

 Udipsamments. |

 |

1016: |

 Udorthents. |

 |

1028: |

 Udorthents. |

 |

 Pits, gravel. |

 |

1109: |

 Isanti----------------| 2

 |

1110: |

 Isan------------------| 2

 |

1223: |

 Sandberg--------------| 7

 |

 Arvilla---------------| 6G

 |

1224: |

 Hubbard---------------| 7

 |

 Verndale--------------| 6G

 |
112 Soil Survey of

Table 11.--Windbreak Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Windbreak

 and | suitability

 component name | group _________________________________________________________________

 |

1231: |

 Hubbard---------------| 7

 |

 Mosford---------------| 7

 |

1253B: |

 Stonelake-------------| 7

 |

 Sanburn---------------| 5

 |

1253C: |

 Stonelake-------------| 7

 |

 Sanburn---------------| 5

 |

1253E: |

 Stonelake-------------| 7

 |

 Sanburn---------------| 5

 |

1254: |

 Ricelake--------------| 1

 |

1255: |

 Elkriver, occasionally|

 flooded--------------| 1

 |

1256: |

 Cantlin---------------| 1

 |

1257: |

 Elkriver, rarely |

 flooded--------------| 1

 |

 Mosford, rarely |

 flooded--------------| 7

 |

1258B: |

 Zimmerman, thick solum| 7

 |

1258C: |

 Zimmerman, thick solum| 7

 |

1258E: |

 Zimmerman, thick solum| 7

 |

1260B: |

 Stonelake-------------| 7

 |

 Nebish----------------| 3

 |

1260C: |

 Stonelake-------------| 7

 |

 Nebish----------------| 3

 |

1260E: |

 Stonelake-------------| 7

 |

 Nebish----------------| 3

 |

1270B: |

 Milaca, moderately wet| 4

 |
Sherburne County, Minnesota 113

Table 11.--Windbreak Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Windbreak

 and | suitability

 component name | group _________________________________________________________________

 |

1288: |

 Seelyeville, ponded---| 10

 |

 Markey, ponded--------| 10

 |

1356: |

 Water, miscellaneous. |

 |

1946: |

 Fordum, frequently |

 flooded--------------| 10

 |

 Winterfield, |

 frequently flooded | 1

 |

W: |

 Water. |

 | _________________________________________________________________
114 Soil Survey of

Table 12a.--Recreation

(The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The larger the

 value, the greater the limitation. See text for further explanation of ratings in this table.)

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

7A: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | | |

7B: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | | Slope |0.13

 | | | | | | |

7C: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Too sandy |0.81

 | | | | | | |

32B: | | | | | | |

 Nebish--------------| 85 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.13

 | | | | | | |

32C: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

32D: | | | | | | |

 Nebish--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

32E: | | | | | | |

 Nebish--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

38B: | | | | | | |

 Waukon--------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.13

 | | | | | | |

75: | | | | | | |

 Bluffton, | | | | | | |

 depressional-------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

125: | | | | | | |

 Beltrami------------| 90 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.99 | saturated zone |0.78 | saturated zone |0.99

 | | | | | | Slope |0.01

 | | | | | | |

152C: | | | | | | |

 Milaca--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Restricted | | Restricted | | Slope |1.00

 | | permeability |0.94 | permeability |0.94 | Restricted |

 | | Slope |0.04 | Slope |0.04 | permeability |0.94

 | | | | | | |
Sherburne County, Minnesota 115

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

152E: | | | | | | |

 Milaca--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Restricted | | Restricted | | Restricted |

 | | permeability |0.94 | permeability |0.94 | permeability |0.94

 | | | | | | |

158A: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | | |

158B: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | | Slope |0.13

 | | | | | | |

158C: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

158E: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | | Slope |1.00 | Slope |1.00 | Too sandy |1.00

 | | | | | | |

161: | | | | | | |

 Isanti, depressional| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

162: | | | | | | |

 Lino----------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Too sandy |0.96 | Depth to |

 | | saturated zone |0.98 | Depth to | | saturated zone |0.98

 | | Too sandy |0.96 | saturated zone |0.75 | Too sandy |0.96

 | | | | | | Slope |0.01

 | | | | | | |

164A: | | | | | | |

 Mora----------------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Restricted | | Restricted | | Restricted |

 | | permeability |0.94 | permeability |0.94 | permeability |0.94

 | | | | | | Gravel content |0.01

 | | | | | | Slope |0.01

 | | | | | | |

165: | | | | | | |

 Parent--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Restricted | | Restricted | | Restricted |

 | | permeability |0.94 | permeability |0.94 | permeability |0.94

 | | | | | | Gravel content |0.20

 | | | | | | |

166: | | | | | | |

 Ronneby-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | Gravel content |0.04

 | | | | | | |
116 Soil Survey of

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

169B: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.37 | Too sandy |0.37 | Slope |0.50

 | | | | | | Too sandy |0.37

 | | | | | | |

169C: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.37 | Too sandy |0.37 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Too sandy |0.37

 | | | | | | |

169D: | | | | | | |

 Braham--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Too sandy |0.37 | Too sandy |0.37 | Too sandy |0.37

 | | | | | | |

204B: | | | | | | |

 Cushing-------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.87

 | | | | | | Gravel content |0.04

 | | | | | | |

204C: | | | | | | |

 Cushing-------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | | Gravel content |0.04

 | | | | | | |

258B: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Gravel content |0.78

 | | | | | | Too sandy |0.77

 | | | | | | Slope |0.13

 | | | | | | |

258C: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Gravel content |0.78

 | | | | | | Too sandy |0.77

 | | | | | | |

258E: | | | | | | |

 Sandberg------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Too sandy |0.77 | Too sandy |0.77 | Gravel content |0.78

 | | | | | | Too sandy |0.77

 | | | | | | |

260: | | | | | | |

 Duelm---------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | | |

261: | | | | | | |

 Isan, depressional--| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

325: | | | | | | |

 Prebish, | | | | | | |

 depressional-------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | Gravel content |0.20

 | | | | | | |
Sherburne County, Minnesota 117

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

341: | | | | | | |

 Arvilla-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

346: | | | | | | |

 Talmoon-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Restricted | | Restricted | | Restricted |

 | | permeability |0.15 | permeability |0.15 | permeability |0.15

 | | | | | | |

373: | | | | | | |

 Renshaw-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

454B: | | | | | | |

 Mahtomedi-----------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.61 | Too sandy |0.61 | Too sandy |0.61

 | | | | | | Gravel content |0.48

 | | | | | | Slope |0.13

 | | | | | | |

454C: | | | | | | |

 Mahtomedi-----------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.61 | Too sandy |0.61 | Slope |1.00

 | | Slope |0.16 | Slope |0.16 | Too sandy |0.61

 | | | | | | Gravel content |0.48

 | | | | | | |

540: | | | | | | |

 Seelyeville---------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Content of |

 | | Content of | | Content of | | organic matter |1.00

 | | organic matter |1.00 | organic matter |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

543: | | | | | | |

 Markey--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Content of |

 | | Content of | | Content of | | organic matter |1.00

 | | organic matter |1.00 | organic matter |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

544: | | | | | | |

 Cathro--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Content of |

 | | Content of | | Content of | | organic matter |1.00

 | | organic matter |1.00 | organic matter |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

565: | | | | | | |

 Eckvoll-------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Too sandy |0.89 | Depth to |

 | | saturated zone |0.98 | Depth to | | saturated zone |0.98

 | | Too sandy |0.89 | saturated zone |0.75 | Too sandy |0.89

 | | | | | | Slope |0.01

 | | | | | | |

567: | | | | | | |

 Verndale------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |
118 Soil Survey of

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

623A: | | | | | | |

 Pierz---------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Gravel content |0.04

 | | | | | | |

623B: | | | | | | |

 Pierz---------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.13

 | | | | | | Gravel content |0.04

 | | | | | | |

708: | | | | | | |

 Rushlake------------| 85 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.39 | saturated zone |0.19 | saturated zone |0.39

 | | | | | | Gravel content |0.06

 | | | | | | Slope |0.01

 | | | | | | |

730A: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

730B: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.13

 | | | | | | |

732B: | | | | | | |

 Bushville-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Restricted | | Restricted | | Restricted |

 | | permeability |0.94 | permeability |0.94 | permeability |0.94

 | | | | | | Slope |0.13

 | | | | | | |

768: | | | | | | |

 Mosford-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

771: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 95 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

799: | | | | | | |

 Seelyeville, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Content of | | Content of |

 | | Content of | | organic matter |1.00 | organic matter |1.00

 | | organic matter |1.00 | Depth to | | Flooding |1.00

 | | Depth to | | saturated zone |1.00 | Depth to |

 | | saturated zone |1.00 | Flooding |0.40 | saturated zone |1.00

 | | | | | | |

 Bowstring, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Content of | | Content of |

 | | Content of | | organic matter |1.00 | organic matter |1.00

 | | organic matter |1.00 | Depth to | | Flooding |1.00

 | | Depth to | | saturated zone |1.00 | Depth to |

 | | saturated zone |1.00 | Flooding |0.40 | saturated zone |1.00

 | | | | | | |

1013: | | | | | | |

 Pits----------------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |
Sherburne County, Minnesota 119

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1015: | | | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1016: | | | | | | |

 Udorthents----------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1028: | | | | | | |

 Udorthents----------| 45 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1109: | | | | | | |

 Isanti--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Too sandy |0.96 | Too sandy |0.96 | Too sandy |0.96

 | | | | | | |

1110: | | | | | | |

 Isan----------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

1223: | | | | | | |

 Sandberg------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Gravel content |0.78

 | | | | | | Too sandy |0.77

 | | | | | | |

 Arvilla-------------| 30 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1224: | | | | | | |

 Hubbard-------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.70 | Too sandy |0.70 | Too sandy |0.70

 | | | | | | |

 Verndale------------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1231: | | | | | | |

 Hubbard-------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | | Slope |0.01

 | | | | | | |

 Mosford-------------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1253B: | | | | | | |

 Stonelake-----------| 60 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.89 | Too sandy |0.89 | Gravel content |1.00

 | | Gravel content |0.36 | Gravel content |0.36 | Too sandy |0.89

 | | | | | | Slope |0.13

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Sanburn-------------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.13

 | | | | | | |
120 Soil Survey of

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1253C: | | | | | | |

 Stonelake-----------| 65 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.79 | Too sandy |0.79 | Gravel content |1.00

 | | Gravel content |0.36 | Gravel content |0.36 | Slope |1.00

 | | Slope |0.16 | Slope |0.16 | Too sandy |0.79

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Sanburn-------------| 25 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |

1253E: | | | | | | |

 Stonelake-----------| 65 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Too sandy |0.79 | Too sandy |0.79 | Too sandy |0.79

 | | | | | | Gravel content |0.22

 | | | | | | |

 Sanburn-------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

1254: | | | | | | |

 Ricelake------------| 90 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.99 | saturated zone |0.78 | saturated zone |0.99

 | | | | | | Slope |0.01

 | | | | | | |

1255: | | | | | | |

 Elkriver, | | | | | | |

 occasionally | | | | | | |

 flooded------------| 90 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Flooding |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |0.75 | saturated zone |0.98

 | | saturated zone |0.98 | | | Flooding |0.60

 | | | | | | |

1256: | | | | | | |

 Cantlin-------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.96 | Too sandy |0.96 | Too sandy |0.96

 | | | | | | |

1257: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 55 |Very limited | |Not limited | |Somewhat limited |

 | | Flooding |1.00 | | | Slope |0.01

 | | | | | | |

 Mosford, rarely | | | | | | |

 flooded------------| 35 |Very limited | |Not limited | |Somewhat limited |

 | | Flooding |1.00 | | | Slope |0.13

 | | | | | | |

1258B: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | | Slope |0.13

 | | | | | | |

1258C: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |
Sherburne County, Minnesota 121

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1258E: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | | Slope |1.00 | Slope |1.00 | Too sandy |1.00

 | | | | | | |

1260B: | | | | | | |

 Stonelake-----------| 55 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.50 | Too sandy |0.50 | Too sandy |0.50

 | | | | | | Slope |0.13

 | | | | | | Gravel content |0.04

 | | | | | | |

 Nebish--------------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.13

 | | | | | | |

1260C: | | | | | | |

 Stonelake-----------| 55 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.57 | Too sandy |0.57 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Too sandy |0.57

 | | | | | | Gravel content |0.04

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

1260E: | | | | | | |

 Stonelake-----------| 60 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | | Gravel content |0.36 | Gravel content |0.36 | Slope |1.00

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Nebish--------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

1270B: | | | | | | |

 Milaca, moderately | | | | | | |

 wet----------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted | | Restricted | | Restricted |

 | | permeability |0.94 | permeability |0.94 | permeability |0.94

 | | | | | | Slope |0.50

 | | | | | | |

1288: | | | | | | |

 Seelyeville, ponded | 60 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Content of |

 | | Content of | | Content of | | organic matter |1.00

 | | organic matter |1.00 | organic matter |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

 Markey, ponded------| 30 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Content of |

 | | Content of | | Content of | | organic matter |1.00

 | | organic matter |1.00 | organic matter |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

1356: | | | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |
122 Soil Survey of

Table 12a.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Camp areas | Picnic areas | Playgrounds

 component name | of | | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1946: | | | | | | |

 Fordum, frequently | | | | | | |

 flooded------------| 65 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Depth to | | Flooding |1.00

 | | Depth to | | saturated zone |1.00 | Depth to |

 | | saturated zone |1.00 | Flooding |0.40 | saturated zone |1.00

 | | | | | | Gravel content |0.05

 | | | | | | |

 Winterfield, | | | | | | |

 frequently flooded | 20 |Very limited | |Somewhat limited | |Very limited |

 | | Flooding |1.00 | Too sandy |0.96 | Flooding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.98 | saturated zone |0.75 | saturated zone |0.98

 | | Too sandy |0.96 | Flooding |0.40 | Too sandy |0.96

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | | ________________________________________________________________________________________________________
Sherburne County, Minnesota 123

Table 12b.--Recreation

(The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The larger the

 value, the greater the limitation. See text for further explanation of ratings in this table.)

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

7A: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.50

 | | | | | | |

7B: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.59

 | | | | | | |

7C: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.83

 | | | | | | Slope |0.04

 | | | | | | |

32B: | | | | | | |

 Nebish--------------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

32C: | | | | | | |

 Nebish--------------| 85 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |

32D: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Not limited | |Very limited |

 | | Slope |0.01 | | | Slope |1.00

 | | | | | | |

32E: | | | | | | |

 Nebish--------------| 85 |Very limited | |Somewhat limited | |Very limited |

 | | Slope |1.00 | Slope |0.01 | Slope |1.00

 | | | | | | |

38B: | | | | | | |

 Waukon--------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

75: | | | | | | |

 Bluffton, | | | | | | |

 depressional-------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

125: | | | | | | |

 Beltrami------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.50 | saturated zone |0.50 | saturated zone |0.78

 | | | | | | |

152C: | | | | | | |

 Milaca--------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |

152E: | | | | | | |

 Milaca--------------| 95 |Somewhat limited | |Not limited | |Very limited |

 | | Slope |0.50 | | | Slope |1.00

 | | | | | | |

158A: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.34

 | | | | | | |
124 Soil Survey of

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

158B: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.34

 | | | | | | |

158C: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.34

 | | | | | | Slope |0.04

 | | | | | | |

158E: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | | Slope |0.50 | | | Droughty |0.34

 | | | | | | |

161: | | | | | | |

 Isanti, depressional| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

162: | | | | | | |

 Lino----------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.96 | Too sandy |0.96 | Depth to |

 | | Depth to | | Depth to | | saturated zone |0.75

 | | saturated zone |0.44 | saturated zone |0.44 | Droughty |0.42

 | | | | | | |

164A: | | | | | | |

 Mora----------------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

165: | | | | | | |

 Parent--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

166: | | | | | | |

 Ronneby-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

169B: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Too sandy |0.37 | Too sandy |0.37 | |

 | | | | | | |

169C: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.37 | Too sandy |0.37 | Slope |0.04

 | | | | | | |

169D: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.37 | Too sandy |0.37 | Slope |1.00

 | | Slope |0.01 | | | |

 | | | | | | |

204B: | | | | | | |

 Cushing-------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

204C: | | | | | | |

 Cushing-------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.37

 | | | | | | |
Sherburne County, Minnesota 125

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

258B: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Too sandy |0.50

 | | | | | | Droughty |0.38

 | | | | | | |

258C: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Droughty |0.66

 | | | | | | Too sandy |0.50

 | | | | | | Slope |0.04

 | | | | | | |

258E: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Slope |1.00

 | | Slope |0.50 | | | Droughty |0.63

 | | | | | | Too sandy |0.50

 | | | | | | |

260: | | | | | | |

 Duelm---------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.21

 | | | | | | |

261: | | | | | | |

 Isan, depressional--| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | Droughty |0.04

 | | | | | | |

325: | | | | | | |

 Prebish, | | | | | | |

 depressional-------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

341: | | | | | | |

 Arvilla-------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.10

 | | | | | | |

346: | | | | | | |

 Talmoon-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

373: | | | | | | |

 Renshaw-------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.01

 | | | | | | |

454B: | | | | | | |

 Mahtomedi-----------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.61 | Too sandy |0.61 | Droughty |0.61

 | | | | | | Too sandy |0.50

 | | | | | | |

454C: | | | | | | |

 Mahtomedi-----------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.61 | Too sandy |0.61 | Droughty |0.70

 | | | | | | Too sandy |0.50

 | | | | | | Slope |0.16

 | | | | | | |
126 Soil Survey of

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

540: | | | | | | |

 Seelyeville---------| 95 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Ponding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Ponding |1.00 | Ponding |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

543: | | | | | | |

 Markey--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Ponding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Ponding |1.00 | Ponding |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

544: | | | | | | |

 Cathro--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Ponding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Ponding |1.00 | Ponding |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

565: | | | | | | |

 Eckvoll-------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.89 | Too sandy |0.89 | Depth to |

 | | Depth to | | Depth to | | saturated zone |0.75

 | | saturated zone |0.44 | saturated zone |0.44 | |

 | | | | | | |

567: | | | | | | |

 Verndale------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

623A: | | | | | | |

 Pierz---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

623B: | | | | | | |

 Pierz---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

708: | | | | | | |

 Rushlake------------| 85 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | | Droughty |0.92

 | | | | | | Depth to |

 | | | | | | saturated zone |0.19

 | | | | | | |

730A: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.74

 | | | | | | |

730B: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.73

 | | | | | | |

732B: | | | | | | |

 Bushville-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Depth to |

 | | Depth to | | Depth to | | saturated zone |1.00

 | | saturated zone |1.00 | saturated zone |1.00 | Droughty |0.19

 | | | | | | |
Sherburne County, Minnesota 127

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

768: | | | | | | |

 Mosford-------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.02

 | | | | | | |

771: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

799: | | | | | | |

 Seelyeville, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Flooding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Depth to | | Depth to | | organic matter |1.00

 | | saturated zone |1.00 | saturated zone |1.00 | Depth to |

 | | Flooding |0.40 | Flooding |0.40 | saturated zone |1.00

 | | | | | | |

 Bowstring, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Flooding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Depth to | | Depth to | | organic matter |1.00

 | | saturated zone |1.00 | saturated zone |1.00 | Depth to |

 | | Flooding |0.40 | Flooding |0.40 | saturated zone |1.00

 | | | | | | |

1013: | | | | | | |

 Pits----------------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1015: | | | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1016: | | | | | | |

 Udorthents----------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1028: | | | | | | |

 Udorthents----------| 45 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1109: | | | | | | |

 Isanti--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Too sandy |0.96 | Too sandy |0.96 | Droughty |0.27

 | | | | | | |

1110: | | | | | | |

 Isan----------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | Droughty |0.03

 | | | | | | |

1223: | | | | | | |

 Sandberg------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.77 | Too sandy |0.77 | Too sandy |0.50

 | | | | | | Droughty |0.41

 | | | | | | |

 Arvilla-------------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.27

 | | | | | | |
128 Soil Survey of

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1224: | | | | | | |

 Hubbard-------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.70 | Too sandy |0.70 | Droughty |0.85

 | | | | | | Too sandy |0.50

 | | | | | | |

 Verndale------------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1231: | | | | | | |

 Hubbard-------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.79

 | | | | | | |

 Mosford-------------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1253B: | | | | | | |

 Stonelake-----------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.89 | Too sandy |0.89 | Droughty |0.99

 | | | | | | Gravel content |0.36

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Sanburn-------------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.66

 | | | | | | |

1253C: | | | | | | |

 Stonelake-----------| 65 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.79 | Too sandy |0.79 | Droughty |0.98

 | | | | | | Too sandy |0.50

 | | | | | | Gravel content |0.36

 | | | | | | Slope |0.16

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Sanburn-------------| 25 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.75

 | | | | | | Slope |0.16

 | | | | | | |

1253E: | | | | | | |

 Stonelake-----------| 65 |Very limited | |Somewhat limited | |Very limited |

 | | Slope |1.00 | Too sandy |0.79 | Slope |1.00

 | | Too sandy |0.79 | Slope |0.01 | Droughty |1.00

 | | | | | | Too sandy |0.50

 | | | | | | |

 Sanburn-------------| 25 |Very limited | |Somewhat limited | |Very limited |

 | | Slope |1.00 | Slope |0.01 | Slope |1.00

 | | | | | | Droughty |0.92

 | | | | | | |

1254: | | | | | | |

 Ricelake------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.50 | saturated zone |0.50 | saturated zone |0.78

 | | | | | | |

1255: | | | | | | |

 Elkriver, | | | | | | |

 occasionally | | | | | | |

 flooded------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.44 | saturated zone |0.44 | saturated zone |0.75

 | | | | | | Flooding |0.60

 | | | | | | |
Sherburne County, Minnesota 129

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1256: | | | | | | |

 Cantlin-------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.96 | Too sandy |0.96 | Droughty |0.57

 | | | | | | |

1257: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 55 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Mosford, rarely | | | | | | |

 flooded------------| 35 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.01

 | | | | | | |

1258B: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.34

 | | | | | | |

1258C: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.34

 | | | | | | Slope |0.04

 | | | | | | |

1258E: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | | Slope |0.18 | | | Droughty |0.34

 | | | | | | |

1260B: | | | | | | |

 Stonelake-----------| 55 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.50 | Too sandy |0.50 | Droughty |0.82

 | | | | | | Too sandy |0.50

 | | | | | | |

 Nebish--------------| 30 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1260C: | | | | | | |

 Stonelake-----------| 55 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.57 | Too sandy |0.57 | Droughty |0.88

 | | | | | | Slope |0.04

 | | | | | | |

 Nebish--------------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |

1260E: | | | | | | |

 Stonelake-----------| 60 |Somewhat limited | |Not limited | |Very limited |

 | | Slope |0.18 | | | Slope |1.00

 | | | | | | Droughty |0.99

 | | | | | | Gravel content |0.36

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Nebish--------------| 25 |Somewhat limited | |Not limited | |Very limited |

 | | Slope |0.18 | | | Slope |1.00

 | | | | | | |

1270B: | | | | | | |

 Milaca, moderately | | | | | | |

 wet----------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |
130 Soil Survey of

Table 12b.--Recreation--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Paths and trails | Off-road | Golf fairways

 component name | of | | motorcycle trails |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1288: | | | | | | |

 Seelyeville, ponded | 60 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Ponding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Ponding |1.00 | Ponding |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

 Markey, ponded------| 30 |Very limited | |Very limited | |Very limited |

 | | Content of | | Content of | | Ponding |1.00

 | | organic matter |1.00 | organic matter |1.00 | Content of |

 | | Ponding |1.00 | Ponding |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

1356: | | | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1946: | | | | | | |

 Fordum, frequently | | | | | | |

 flooded------------| 65 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Flooding |1.00

 | | saturated zone |1.00 | saturated zone |1.00 | Depth to |

 | | Flooding |0.40 | Flooding |0.40 | saturated zone |1.00

 | | | | | | |

 Winterfield, | | | | | | |

 frequently flooded | 20 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.96 | Too sandy |0.96 | Flooding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.44 | saturated zone |0.44 | saturated zone |0.75

 | | Flooding |0.40 | Flooding |0.40 | Droughty |0.22

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | | ________________________________________________________________________________________________________
Sherburne County, Minnesota 131

Table 13.--Wildlife Habitat

(See text for definitions of terms used in this table. Absence of an entry indicates that no rating is applicable.)

______________________________________________________________________________________________________________________

 | | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Pct. of | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | map unit| and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 component name | | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | | crops |legumes|plants | trees |plants | | areas | life | life | ______________________________________________________________________________________________________________________

 | | | | | | | | | | |

7A: | | | | | | | | | | |

 Hubbard-----------------| 95 |Fair |Good |Fair |Fair |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

7B: | | | | | | | | | | |

 Hubbard-----------------| 95 |Fair |Good |Fair |Fair |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

7C: | | | | | | | | | | |

 Hubbard-----------------| 95 |Poor |Good |Fair |Fair |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

32B: | | | | | | | | | | |

 Nebish------------------| 85 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

32C: | | | | | | | | | | |

 Nebish------------------| 85 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

32D: | | | | | | | | | | |

 Nebish------------------| 85 |Poor |Fair |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

32E: | | | | | | | | | | |

 Nebish------------------| 85 |Poor |Fair |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

38B: | | | | | | | | | | |

 Waukon------------------| 90 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

75: | | | | | | | | | | |

 Bluffton, depressional--| 90 |Very |Good |Good |Poor |Poor |Good |Good |Poor |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

125: | | | | | | | | | | |

 Beltrami----------------| 90 |Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | | |

152C: | | | | | | | | | | |

 Milaca------------------| 95 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

152E: | | | | | | | | | | |

 Milaca------------------| 95 |Poor |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

158A: | | | | | | | | | | |

 Zimmerman---------------| 95 |Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

158B: | | | | | | | | | | |

 Zimmerman---------------| 95 |Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

158C: | | | | | | | | | | |

 Zimmerman---------------| 95 |Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |
132 Soil Survey of

Table 13.--Wildlife Habitat--Continued

______________________________________________________________________________________________________________________

 | | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Pct. of | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | map unit| and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 component name | | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | | crops |legumes|plants | trees |plants | | areas | life | life | ______________________________________________________________________________________________________________________

 | | | | | | | | | | |

158E: | | | | | | | | | | |

 Zimmerman---------------| 95 |Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

161: | | | | | | | | | | |

 Isanti, depressional----| 95 |Very |Good |Good |Poor |Poor |Good |Good |Good |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

162: | | | | | | | | | | |

 Lino--------------------| 95 |Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | | |

164A: | | | | | | | | | | |

 Mora--------------------| 95 |Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | | |

165: | | | | | | | | | | |

 Parent------------------| 90 |Fair |Good |Good |Good |Fair |Good |Good |Good |Good |Good

 | | | | | | | | | | |

166: | | | | | | | | | | |

 Ronneby-----------------| 90 |Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | | |

169B: | | | | | | | | | | |

 Braham------------------| 90 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

169C: | | | | | | | | | | |

 Braham------------------| 90 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

169D: | | | | | | | | | | |

 Braham------------------| 90 |Very |Fair |Good |Fair |Good |Very |Very |Good |Good |Very

 | | poor | | | | | poor | poor | | | poor

 | | | | | | | | | | |

204B: | | | | | | | | | | |

 Cushing-----------------| 90 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

204C: | | | | | | | | | | |

 Cushing-----------------| 95 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

258B: | | | | | | | | | | |

 Sandberg----------------| 95 |Poor |Fair |Fair |Poor |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

258C: | | | | | | | | | | |

 Sandberg----------------| 95 |Poor |Fair |Fair |Poor |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

258E: | | | | | | | | | | |

 Sandberg----------------| 95 |Very |Fair |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | poor | | | | | poor | poor | | | poor

 | | | | | | | | | | |

260: | | | | | | | | | | |

 Duelm-------------------| 95 |Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | | |

261: | | | | | | | | | | |

 Isan, depressional------| 95 |Very |Good |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

325: | | | | | | | | | | |

 Prebish, depressional---| 95 |Very |Good |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |
Sherburne County, Minnesota 133

Table 13.--Wildlife Habitat--Continued

______________________________________________________________________________________________________________________

 | | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Pct. of | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | map unit| and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 component name | | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | | crops |legumes|plants | trees |plants | | areas | life | life | ______________________________________________________________________________________________________________________

 | | | | | | | | | | |

341: | | | | | | | | | | |

 Arvilla-----------------| 95 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

346: | | | | | | | | | | |

 Talmoon-----------------| 90 |Good |Good |Good |Fair |Good |Good |Good |Good |Good |Good

 | | | | | | | | | | |

373: | | | | | | | | | | |

 Renshaw-----------------| 95 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

454B: | | | | | | | | | | |

 Mahtomedi---------------| 95 |Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

454C: | | | | | | | | | | |

 Mahtomedi---------------| 95 |Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

540: | | | | | | | | | | |

 Seelyeville-------------| 95 |Very |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

543: | | | | | | | | | | |

 Markey------------------| 90 |Very |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

544: | | | | | | | | | | |

 Cathro------------------| 95 |Very |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

565: | | | | | | | | | | |

 Eckvoll-----------------| 90 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

567: | | | | | | | | | | |

 Verndale----------------| 95 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

623A: | | | | | | | | | | |

 Pierz-------------------| 95 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

623B: | | | | | | | | | | |

 Pierz-------------------| 95 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

708: | | | | | | | | | | |

 Rushlake----------------| 85 |Poor |Good |Good |Good |Good |Fair |Poor |Good |Good |Fair

 | | | | | | | | | | |

730A: | | | | | | | | | | |

 Sanburn-----------------| 90 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

730B: | | | | | | | | | | |

 Sanburn-----------------| 90 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

732B: | | | | | | | | | | |

 Bushville---------------| 95 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |
134 Soil Survey of

Table 13.--Wildlife Habitat--Continued

______________________________________________________________________________________________________________________

 | | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Pct. of | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | map unit| and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 component name | | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | | crops |legumes|plants | trees |plants | | areas | life | life | ______________________________________________________________________________________________________________________

 | | | | | | | | | | |

768: | | | | | | | | | | |

 Mosford-----------------| 95 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

771: | | | | | | | | | | |

 Elkriver, rarely flooded| 95 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

799: | | | | | | | | | | |

 Seelyeville, frequently | | | | | | | | | | |

 flooded----------------| 45 |Very |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

 Bowstring, frequently | | | | | | | | | | |

 flooded----------------| 45 |Very |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | poor | | | | | | | | |

 | | | | | | | | | | |

1013: | | | | | | | | | | |

 Pits. | | | | | | | | | | |

 | | | | | | | | | | |

1015: | | | | | | | | | | |

 Udipsamments. | | | | | | | | | | |

 | | | | | | | | | | |

1016: | | | | | | | | | | |

 Udorthents. | | | | | | | | | | |

 | | | | | | | | | | |

1028: | | | | | | | | | | |

 Udorthents. | | | | | | | | | | |

 | | | | | | | | | | |

 Pits, gravel. | | | | | | | | | | |

 | | | | | | | | | | |

1109: | | | | | | | | | | |

 Isanti------------------| 90 |Poor |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | | | | | | | | | |

1110: | | | | | | | | | | |

 Isan--------------------| 90 |Poor |Fair |Good |Poor |Poor |Good |Good |Fair |Poor |Good

 | | | | | | | | | | |

1223: | | | | | | | | | | |

 Sandberg----------------| 60 |Poor |Fair |Good |Poor |Poor |Very |Very |Good |Poor |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Arvilla-----------------| 30 |Fair |Good |Good |Fair |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1224: | | | | | | | | | | |

 Hubbard-----------------| 60 |Fair |Good |Fair |Fair |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Verndale----------------| 35 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1231: | | | | | | | | | | |

 Hubbard-----------------| 60 |Fair |Good |Fair |Fair |Fair |Very |Very |Good |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Mosford-----------------| 35 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1253B: | | | | | | | | | | |

 Stonelake---------------| 60 |Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |
Sherburne County, Minnesota 135

Table 13.--Wildlife Habitat--Continued

______________________________________________________________________________________________________________________

 | | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Pct. of | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | map unit| and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 component name | | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | | crops |legumes|plants | trees |plants | | areas | life | life | ______________________________________________________________________________________________________________________

 | | | | | | | | | | |

1253B: | | | | | | | | | | |

 Sanburn-----------------| 30 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1253C: | | | | | | | | | | |

 Stonelake---------------| 65 |Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Sanburn-----------------| 25 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1253E: | | | | | | | | | | |

 Stonelake---------------| 65 |Very |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | poor | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Sanburn-----------------| 25 |Very |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | poor | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1254: | | | | | | | | | | |

 Ricelake----------------| 90 |Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | | |

1255: | | | | | | | | | | |

 Elkriver, occasionally | | | | | | | | | | |

 flooded----------------| 90 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1256: | | | | | | | | | | |

 Cantlin-----------------| 90 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1257: | | | | | | | | | | |

 Elkriver, rarely flooded| 55 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Mosford, rarely flooded | 35 |Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1258B: | | | | | | | | | | |

 Zimmerman, thick solum--| 95 |Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1258C: | | | | | | | | | | |

 Zimmerman, thick solum--| 95 |Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1258E: | | | | | | | | | | |

 Zimmerman, thick solum--| 95 |Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1260B: | | | | | | | | | | |

 Stonelake---------------| 55 |Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Nebish------------------| 30 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1260C: | | | | | | | | | | |

 Stonelake---------------| 55 |Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Nebish------------------| 30 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |
136 Soil Survey of

Table 13.--Wildlife Habitat--Continued

______________________________________________________________________________________________________________________

 | | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Pct. of | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | map unit| and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 component name | | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | | crops |legumes|plants | trees |plants | | areas | life | life | ______________________________________________________________________________________________________________________

 | | | | | | | | | | |

1260E: | | | | | | | | | | |

 Stonelake---------------| 60 |Very |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | poor | | | | | poor | poor | | | poor

 | | | | | | | | | | |

 Nebish------------------| 25 |Poor |Fair |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1270B: | | | | | | | | | | |

 Milaca, moderately wet--| 90 |Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | | poor | poor | | | poor

 | | | | | | | | | | |

1288: | | | | | | | | | | |

 Seelyeville, ponded-----| 60 |Very |Very |Good |Very |Very |Good |Good |Very |Very |Good

 | | poor | poor | | poor | poor | | | poor | poor |

 | | | | | | | | | | |

 Markey, ponded----------| 30 |Very |Very |Good |Very |Very |Good |Good |Very |Very |Good

 | | poor | poor | | poor | poor | | | poor | poor |

 | | | | | | | | | | |

1356: | | | | | | | | | | |

 Water, miscellaneous. | | | | | | | | | | |

 | | | | | | | | | | |

1946: | | | | | | | | | | |

 Fordum, frequently | | | | | | | | | | |

 flooded----------------| 65 |Very |Very |Good |Fair |Fair |Good |Good |Very |Fair |Good

 | | poor | poor | | | | | | poor | |

 | | | | | | | | | | |

 Winterfield, | | | | | | | | | | |

 frequently flooded-----| 20 |Poor |Fair |Good |Good |Good |Fair |Fair |Fair |Good |Fair

 | | | | | | | | | | |

W: | | | | | | | | | | |

 Water. | | | | | | | | | | |

 | | | | | | | | | | | ______________________________________________________________________________________________________________________
Sherburne County, Minnesota 137

Table 14a.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The larger the

 value, the greater the limitation. See text for further explanation of ratings in this table.)

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

7A: | | | | | | |

 Hubbard-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

7B: | | | | | | |

 Hubbard-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

7C: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

32B: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Depth to | | Shrink-swell |0.50

 | | | | saturated zone |0.78 | |

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

32C: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Shrink-swell |0.50

 | | | | | | |

32D: | | | | | | |

 Nebish--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

32E: | | | | | | |

 Nebish--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | | |

38B: | | | | | | |

 Waukon--------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Depth to | | Shrink-swell |0.50

 | | | | saturated zone |0.78 | |

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

75: | | | | | | |

 Bluffton, | | | | | | |

 depressional-------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

125: | | | | | | |

 Beltrami------------| 90 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.99 | saturated zone |1.00 | saturated zone |0.99

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

152C: | | | | | | |

 Milaca--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |
138 Soil Survey of

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

152E: | | | | | | |

 Milaca--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

158A: | | | | | | |

 Zimmerman-----------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

158B: | | | | | | |

 Zimmerman-----------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

158C: | | | | | | |

 Zimmerman-----------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

158E: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

161: | | | | | | |

 Isanti, depressional| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

162: | | | | | | |

 Lino----------------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.98 | saturated zone |1.00 | saturated zone |0.98

 | | | | | | |

164A: | | | | | | |

 Mora----------------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

165: | | | | | | |

 Parent--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

166: | | | | | | |

 Ronneby-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

169B: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Depth to | | Shrink-swell |0.50

 | | | | saturated zone |1.00 | Slope |0.01

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

169C: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Shrink-swell |0.50 | Slope |1.00

 | | | | Slope |0.04 | |

 | | | | | | |

169D: | | | | | | |

 Braham--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | Shrink-swell |0.50 | |

 | | | | | | |
Sherburne County, Minnesota 139

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

204B: | | | | | | |

 Cushing-------------| 90 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to | | Slope |0.12

 | | | | saturated zone |0.78 | |

 | | | | | | |

204C: | | | | | | |

 Cushing-------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | | |

258B: | | | | | | |

 Sandberg------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

258C: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

258E: | | | | | | |

 Sandberg------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

260: | | | | | | |

 Duelm---------------| 95 |Not limited | |Very limited | |Not limited |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

261: | | | | | | |

 Isan, depressional--| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

325: | | | | | | |

 Prebish, | | | | | | |

 depressional-------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

341: | | | | | | |

 Arvilla-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

346: | | | | | | |

 Talmoon-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

373: | | | | | | |

 Renshaw-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

454B: | | | | | | |

 Mahtomedi-----------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

454C: | | | | | | |

 Mahtomedi-----------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |
140 Soil Survey of

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

540: | | | | | | |

 Seelyeville---------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Content of | | Content of | | Content of |

 | | organic matter |1.00 | organic matter |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

543: | | | | | | |

 Markey--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Content of | | Depth to | | Content of |

 | | organic matter |1.00 | saturated zone |1.00 | organic matter |1.00

 | | Depth to | | | | Depth to |

 | | saturated zone |1.00 | | | saturated zone |1.00

 | | | | | | |

544: | | | | | | |

 Cathro--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Content of | | Depth to | | Content of |

 | | organic matter |1.00 | saturated zone |1.00 | organic matter |1.00

 | | Depth to | | | | Depth to |

 | | saturated zone |1.00 | | | saturated zone |1.00

 | | | | | | |

565: | | | | | | |

 Eckvoll-------------| 90 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.98 | saturated zone |1.00 | saturated zone |0.98

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

567: | | | | | | |

 Verndale------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

623A: | | | | | | |

 Pierz---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

623B: | | | | | | |

 Pierz---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

708: | | | | | | |

 Rushlake------------| 85 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.39 | saturated zone |1.00 | saturated zone |0.39

 | | | | | | |

730A: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

730B: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

732B: | | | | | | |

 Bushville-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

768: | | | | | | |

 Mosford-------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |
Sherburne County, Minnesota 141

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

771: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 95 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | Depth to | | |

 | | | | saturated zone |0.95 | |

 | | | | | | |

799: | | | | | | |

 Seelyeville, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Content of | | Content of | | Content of |

 | | organic matter |1.00 | organic matter |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

 Bowstring, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Content of | | Content of | | Content of |

 | | organic matter |1.00 | organic matter |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

1013: | | | | | | |

 Pits----------------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 | | | | | | |

 | | | | | | |

1015: | | | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1016: | | | | | | |

 Udorthents----------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1028: | | | | | | |

 Udorthents----------| 45 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1109: | | | | | | |

 Isanti--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

1110: | | | | | | |

 Isan----------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

1223: | | | | | | |

 Sandberg------------| 60 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Arvilla-------------| 30 |Not limited | |Not limited | |Not limited |

 | | | | | | |
142 Soil Survey of

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1224: | | | | | | |

 Hubbard-------------| 60 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Verndale------------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1231: | | | | | | |

 Hubbard-------------| 60 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Mosford-------------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1253B: | | | | | | |

 Stonelake-----------| 60 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Sanburn-------------| 30 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1253C: | | | | | | |

 Stonelake-----------| 65 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |

 Sanburn-------------| 25 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |

1253E: | | | | | | |

 Stonelake-----------| 65 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Sanburn-------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

1254: | | | | | | |

 Ricelake------------| 90 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.99 | saturated zone |1.00 | saturated zone |0.99

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

1255: | | | | | | |

 Elkriver, | | | | | | |

 occasionally | | | | | | |

 flooded------------| 90 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.98 | saturated zone |1.00 | saturated zone |0.98

 | | | | | | |

1256: | | | | | | |

 Cantlin-------------| 90 |Not limited | |Somewhat limited | |Not limited |

 | | | | Depth to | | |

 | | | | saturated zone |0.82 | |

 | | | | | | |

1257: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 55 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | Depth to | | |

 | | | | saturated zone |0.95 | |

 | | | | | | |

 Mosford, rarely | | | | | | |

 flooded------------| 35 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | Depth to | | |

 | | | | saturated zone |0.95 | |

 | | | | | | |
Sherburne County, Minnesota 143

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1258B: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

1258C: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

1258E: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

1260B: | | | | | | |

 Stonelake-----------| 55 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Depth to | | Shrink-swell |0.50

 | | | | saturated zone |0.78 | |

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

1260C: | | | | | | |

 Stonelake-----------| 55 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Shrink-swell |0.50 | Slope |0.04 | Slope |1.00

 | | Slope |0.04 | | | Shrink-swell |0.50

 | | | | | | |

1260E: | | | | | | |

 Stonelake-----------| 60 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Nebish--------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | | |

1270B: | | | | | | |

 Milaca, moderately | | | | | | |

 wet----------------| 90 |Not limited | |Very limited | |Somewhat limited |

 | | | | Depth to | | Slope |0.01

 | | | | saturated zone |1.00 | |

 | | | | | | |

1288: | | | | | | |

 Seelyeville, ponded | 60 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Content of | | Content of | | Content of |

 | | organic matter |1.00 | organic matter |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

 Markey, ponded------| 30 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | | Content of | | Depth to | | Content of |

 | | organic matter |1.00 | saturated zone |1.00 | organic matter |1.00

 | | Depth to | | | | Depth to |

 | | saturated zone |1.00 | | | saturated zone |1.00

 | | | | | | |
144 Soil Survey of

Table 14a.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Dwellings without | Dwellings with | Small commercial

 component name | of | basements | basements | buildings

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1356: | | | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1946: | | | | | | |

 Fordum, frequently | | | | | | |

 flooded------------| 65 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | | | |

 Winterfield, | | | | | | |

 frequently flooded | 20 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.98 | saturated zone |1.00 | saturated zone |0.98

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | | ________________________________________________________________________________________________________
Sherburne County, Minnesota 145

Table 14b.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The larger the

 value, the greater the limitation. See text for further explanation of ratings in this table.)

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

7A: | | | | | | |

 Hubbard-------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.50

 | | | | | | |

7B: | | | | | | |

 Hubbard-------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.59

 | | | | | | |

7C: | | | | | | |

 Hubbard-------------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.83

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |

32B: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Shrink-swell |0.50 | Depth to | | |

 | | Frost action |0.50 | saturated zone |0.78 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

32C: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Cutbanks cave |0.10 | Slope |0.04

 | | Frost action |0.50 | Slope |0.04 | |

 | | Slope |0.04 | | | |

 | | | | | | |

32D: | | | | | | |

 Nebish--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Frost action |0.50 | Cutbanks cave |0.10 | |

 | | | | | | |

32E: | | | | | | |

 Nebish--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | Frost action |0.50 | | | |

 | | | | | | |

38B: | | | | | | |

 Waukon--------------| 90 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Shrink-swell |0.50 | Depth to | | |

 | | Frost action |0.50 | saturated zone |0.78 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

75: | | | | | | |

 Bluffton, | | | | | | |

 depressional-------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |
146 Soil Survey of

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

125: | | | | | | |

 Beltrami------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |0.78

 | | saturated zone |0.78 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

152C: | | | | | | |

 Milaca--------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Frost action |0.50 | Depth to dense | | Slope |0.04

 | | Slope |0.04 | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Slope |0.04 | |

 | | | | | | |

152E: | | | | | | |

 Milaca--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Frost action |0.50 | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

158A: | | | | | | |

 Zimmerman-----------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.34

 | | | | | | |

158B: | | | | | | |

 Zimmerman-----------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.34

 | | | | | | |

158C: | | | | | | |

 Zimmerman-----------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.34

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |

158E: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |0.34

 | | | | | | |

161: | | | | | | |

 Isanti, depressional| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Cutbanks cave |1.00 | Depth to |

 | | saturated zone |1.00 | Depth to | | saturated zone |1.00

 | | Frost action |0.50 | saturated zone |1.00 | |

 | | | | | | |

162: | | | | | | |

 Lino----------------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to | | Cutbanks cave |1.00 | Depth to |

 | | saturated zone |0.75 | Depth to | | saturated zone |0.75

 | | Frost action |0.50 | saturated zone |1.00 | Droughty |0.42

 | | | | | | |

164A: | | | | | | |

 Mora----------------| 95 |Very limited | |Very limited | |Very limited |

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
Sherburne County, Minnesota 147

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

165: | | | | | | |

 Parent--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

166: | | | | | | |

 Ronneby-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

169B: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Very limited | |Not limited |

 | | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

169C: | | | | | | |

 Braham--------------| 90 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | | Slope |0.04 | |

 | | | | | | |

169D: | | | | | | |

 Braham--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | |

 | | | | | | |

204B: | | | | | | |

 Cushing-------------| 90 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Frost action |0.50 | Depth to | | |

 | | | | saturated zone |0.78 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

204C: | | | | | | |

 Cushing-------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Frost action |0.50 | Slope |0.37 | Slope |0.37

 | | Slope |0.37 | Cutbanks cave |0.10 | |

 | | | | | | |

258B: | | | | | | |

 Sandberg------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Too sandy |0.50

 | | | | | | Droughty |0.38

 | | | | | | |

258C: | | | | | | |

 Sandberg------------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.66

 | | | | Slope |0.04 | Too sandy |0.50

 | | | | | | Slope |0.04

 | | | | | | |

258E: | | | | | | |

 Sandberg------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |0.63

 | | | | | | Too sandy |0.50

 | | | | | | |
148 Soil Survey of

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

260: | | | | | | |

 Duelm---------------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.21

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

261: | | | | | | |

 Isan, depressional--| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Depth to | | Cutbanks cave |1.00 | Depth to |

 | | saturated zone |1.00 | Depth to | | saturated zone |1.00

 | | Frost action |0.50 | saturated zone |1.00 | Droughty |0.04

 | | | | | | |

325: | | | | | | |

 Prebish, | | | | | | |

 depressional-------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

341: | | | | | | |

 Arvilla-------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.10

 | | | | | | |

346: | | | | | | |

 Talmoon-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Frost action |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

373: | | | | | | |

 Renshaw-------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | | |

454B: | | | | | | |

 Mahtomedi-----------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.61

 | | | | | | Too sandy |0.50

 | | | | | | |

454C: | | | | | | |

 Mahtomedi-----------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.16 | Cutbanks cave |1.00 | Droughty |0.70

 | | | | Slope |0.16 | Too sandy |0.50

 | | | | | | Slope |0.16

 | | | | | | |

540: | | | | | | |

 Seelyeville---------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Content of | | Content of |

 | | Frost action |1.00 | organic matter |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
Sherburne County, Minnesota 149

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

543: | | | | | | |

 Markey--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Cutbanks cave |1.00 | Content of |

 | | Frost action |1.00 | Depth to | | organic matter |1.00

 | | Depth to | | saturated zone |1.00 | Depth to |

 | | saturated zone |1.00 | Content of | | saturated zone |1.00

 | | | | organic matter |1.00 | |

 | | | | | | |

544: | | | | | | |

 Cathro--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Depth to | | Content of |

 | | Frost action |1.00 | saturated zone |1.00 | organic matter |1.00

 | | Depth to | | Content of | | Depth to |

 | | saturated zone |1.00 | organic matter |1.00 | saturated zone |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 | | | | | | |

565: | | | | | | |

 Eckvoll-------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Frost action |1.00 | Cutbanks cave |1.00 | Depth to |

 | | Depth to | | Depth to | | saturated zone |0.75

 | | saturated zone |0.75 | saturated zone |1.00 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

567: | | | | | | |

 Verndale------------| 95 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

623A: | | | | | | |

 Pierz---------------| 95 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

623B: | | | | | | |

 Pierz---------------| 95 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

708: | | | | | | |

 Rushlake------------| 85 |Somewhat limited | |Very limited | |Very limited |

 | | Frost action |0.50 | Cutbanks cave |1.00 | Too sandy |1.00

 | | Depth to | | Depth to | | Droughty |0.92

 | | saturated zone |0.19 | saturated zone |1.00 | Depth to |

 | | | | | | saturated zone |0.19

 | | | | | | |

730A: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.74

 | | | | | | |

730B: | | | | | | |

 Sanburn-------------| 90 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.73

 | | | | | | |

732B: | | | | | | |

 Bushville-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Cutbanks cave |1.00 | Depth to |1.00

 | | saturated zone |1.00 | Depth to | | saturated zone |

 | | | | saturated zone |1.00 | Droughty |0.19

 | | | | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | | | |
150 Soil Survey of

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

768: | | | | | | |

 Mosford-------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.02

 | | | | | | |

771: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 95 |Somewhat limited | |Very limited | |Not limited |

 | | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | Flooding |0.40 | Depth to | | |

 | | | | saturated zone |0.95 | |

 | | | | | | |

799: | | | | | | |

 Seelyeville, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Subsidence |1.00 | Content of | | Flooding |1.00

 | | Frost action |1.00 | organic matter |1.00 | Content of |

 | | Flooding |1.00 | Depth to | | organic matter |1.00

 | | Depth to | | saturated zone |1.00 | Depth to |

 | | saturated zone |1.00 | Flooding |0.80 | saturated zone |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Bowstring, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Subsidence |1.00 | Cutbanks cave |1.00 | Flooding |1.00

 | | Frost action |1.00 | Depth to | | Content of |

 | | Flooding |1.00 | saturated zone |1.00 | organic matter |1.00

 | | Depth to | | Content of | | Depth to |

 | | saturated zone |1.00 | organic matter |1.00 | saturated zone |1.00

 | | | | Flooding |0.80 | |

 | | | | | | |

1013: | | | | | | |

 Pits----------------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1015: | | | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1016: | | | | | | |

 Udorthents----------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 | | | | | | |

1028: | | | | | | |

 Udorthents----------| 45 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1109: | | | | | | |

 Isanti--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Cutbanks cave |1.00 | Depth to |

 | | saturated zone |1.00 | Depth to | | saturated zone |1.00

 | | Frost action |0.50 | saturated zone |1.00 | Droughty |0.27

 | | | | | | |

1110: | | | | | | |

 Isan----------------| 90 |Very limited | |Very limited | |Very limited |

 | | Depth to | | Cutbanks cave |1.00 | Depth to |

 | | saturated zone |1.00 | Depth to | | saturated zone |1.00

 | | Frost action |0.50 | saturated zone |1.00 | Droughty |0.03

 | | | | | | |
Sherburne County, Minnesota 151

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1223: | | | | | | |

 Sandberg------------| 60 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Too sandy |0.50

 | | | | | | Droughty |0.41

 | | | | | | |

 Arvilla-------------| 30 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.27

 | | | | | | |

1224: | | | | | | |

 Hubbard-------------| 60 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.85

 | | | | | | Too sandy |0.50

 | | | | | | |

 Verndale------------| 35 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

1231: | | | | | | |

 Hubbard-------------| 60 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.79

 | | | | | | |

 Mosford-------------| 35 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

1253B: | | | | | | |

 Stonelake-----------| 60 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.99

 | | | | | | Gravel content |0.36

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Sanburn-------------| 30 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.66

 | | | | | | |

1253C: | | | | | | |

 Stonelake-----------| 65 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.16 | Cutbanks cave |1.00 | Droughty |0.98

 | | | | Slope |0.16 | Too sandy |0.50

 | | | | | | Gravel content |0.36

 | | | | | | Slope |0.16

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Sanburn-------------| 25 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.16 | Cutbanks cave |1.00 | Droughty |0.75

 | | | | Slope |0.16 | Slope |0.16

 | | | | | | |

1253E: | | | | | | |

 Stonelake-----------| 65 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |1.00

 | | | | | | Too sandy |0.50

 | | | | | | |

 Sanburn-------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |0.92

 | | | | | | |
152 Soil Survey of

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1254: | | | | | | |

 Ricelake------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Frost action |1.00 | Cutbanks cave |1.00 | Depth to |

 | | Depth to | | Depth to | | saturated zone |0.78

 | | saturated zone |0.78 | saturated zone |1.00 | |

 | | | | | | |

1255: | | | | | | |

 Elkriver, | | | | | | |

 occasionally | | | | | | |

 flooded------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Depth to |

 | | Depth to | | Depth to | | saturated zone |0.75

 | | saturated zone |0.75 | saturated zone |1.00 | Flooding |0.60

 | | Frost action |0.50 | Flooding |0.60 | |

 | | | | | | |

1256: | | | | | | |

 Cantlin-------------| 90 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.57

 | | | | Depth to | | |

 | | | | saturated zone |0.82 | |

 | | | | | | |

1257: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 55 |Somewhat limited | |Very limited | |Not limited |

 | | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | Flooding |0.40 | Depth to | | |

 | | | | saturated zone |0.95 | |

 | | | | | | |

 Mosford, rarely | | | | | | |

 flooded------------| 35 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.40 | Cutbanks cave |1.00 | Droughty |0.01

 | | | | Depth to | | |

 | | | | saturated zone |0.95 | |

 | | | | | | |

1258B: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.34

 | | | | | | |

1258C: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.34

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |

1258E: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |0.34

 | | | | | | |

1260B: | | | | | | |

 Stonelake-----------| 55 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.82

 | | | | | | Too sandy |0.50

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Shrink-swell |0.50 | Depth to | | |

 | | Frost action |0.50 | saturated zone |0.78 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
Sherburne County, Minnesota 153

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1260C: | | | | | | |

 Stonelake-----------| 55 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.88

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Cutbanks cave |0.10 | Slope |0.04

 | | Frost action |0.50 | Slope |0.04 | |

 | | Slope |0.04 | | | |

 | | | | | | |

1260E: | | | | | | |

 Stonelake-----------| 60 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |0.99

 | | | | | | Gravel content |0.36

 | | | | | | Content of large |

 | | | | | | stones |0.01

 | | | | | | |

 Nebish--------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | Frost action |0.50 | | | |

 | | | | | | |

1270B: | | | | | | |

 Milaca, moderately | | | | | | |

 wet----------------| 90 |Somewhat limited | |Very limited | |Not limited |

 | | Frost action |0.50 | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | Depth to dense | | |

 | | | | layer |0.50 | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

1288: | | | | | | |

 Seelyeville, ponded | 60 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Content of | | Content of |

 | | Frost action |1.00 | organic matter |1.00 | organic matter |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |1.00 | saturated zone |1.00 | saturated zone |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Markey, ponded------| 30 |Very limited | |Very limited | |Very limited |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Subsidence |1.00 | Cutbanks cave |1.00 | Content of |

 | | Frost action |1.00 | Depth to | | organic matter |1.00

 | | Depth to | | saturated zone |1.00 | Depth to |

 | | saturated zone |1.00 | Content of | | saturated zone |1.00

 | | | | organic matter |1.00 | |

 | | | | | | |

1356: | | | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1946: | | | | | | |

 Fordum, frequently | | | | | | |

 flooded------------| 65 |Very limited | |Very limited | |Very limited |

 | | Frost action |1.00 | Cutbanks cave |1.00 | Flooding |1.00

 | | Flooding |1.00 | Depth to | | Depth to |

 | | Depth to | | saturated zone |1.00 | saturated zone |1.00

 | | saturated zone |1.00 | Flooding |0.80 | |

 | | | | | | |
154 Soil Survey of

Table 14b.--Building Site Development--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 component name | of | streets | |

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1946: | | | | | | |

 Winterfield, | | | | | | |

 frequently flooded | 20 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |1.00

 | | Depth to | | Depth to | | Depth to |

 | | saturated zone |0.75 | saturated zone |1.00 | saturated zone |0.75

 | | Frost action |0.50 | Flooding |0.60 | Droughty |0.22

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | | ________________________________________________________________________________________________________
Sherburne County, Minnesota 155

Table 15a.--Construction Materials

(The information in this table indicates the dominant soil condition but does

 not eliminate the need for onsite investigation. The ratings given for

 the thickest layer are for the thickest layer above and excluding the

 bottom layer. The numbers in the value columns range from 0.00 to 0.99.

 The greater the value, the greater the likelihood that the bottom layer

 or thickest layer of the soil is a source of sand or gravel. See text for

 further explanation of ratings in this table.)

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

7A: | | | | |

 Hubbard-------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.41

 | | Thickest layer |0.00 | |

 | | | | |

7B: | | | | |

 Hubbard-------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.41

 | | Thickest layer |0.00 | |

 | | | | |

7C: | | | | |

 Hubbard-------------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.93

 | | Thickest layer |0.00 | Bottom layer |0.96

 | | | | |

32B: | | | | |

 Nebish--------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

32C: | | | | |

 Nebish--------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

32D: | | | | |

 Nebish--------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

32E: | | | | |

 Nebish--------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

38B: | | | | |

 Waukon--------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

75: | | | | |

 Bluffton, | | | | |

 depressional-------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

125: | | | | |

 Beltrami------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
156 Soil Survey of

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

152C: | | | | |

 Milaca--------------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | Bottom layer |0.09

 | | | | |

152E: | | | | |

 Milaca--------------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | Bottom layer |0.09

 | | | | |

158A: | | | | |

 Zimmerman-----------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

158B: | | | | |

 Zimmerman-----------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

158C: | | | | |

 Zimmerman-----------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

158E: | | | | |

 Zimmerman-----------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

161: | | | | |

 Isanti, depressional| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.07

 | | Thickest layer |0.00 | |

 | | | | |

162: | | | | |

 Lino----------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.70

 | | Thickest layer |0.00 | |

 | | | | |

164A: | | | | |

 Mora----------------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.09

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | | | |

165: | | | | |

 Parent--------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.09

 | | | | |

166: | | | | |

 Ronneby-------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.08

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | | | |

169B: | | | | |

 Braham--------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
Sherburne County, Minnesota 157

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

169C: | | | | |

 Braham--------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.20

 | | | | |

169D: | | | | |

 Braham--------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.20

 | | | | |

204B: | | | | |

 Cushing-------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

204C: | | | | |

 Cushing-------------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.09

 | | | | |

258B: | | | | |

 Sandberg------------| 95 |Fair | |Fair |

 | | Thickest layer |0.01 | Thickest layer |0.91

 | | Bottom layer |0.08 | Bottom layer |0.91

 | | | | |

258C: | | | | |

 Sandberg------------| 95 |Fair | |Fair |

 | | Thickest layer |0.01 | Thickest layer |0.91

 | | Bottom layer |0.08 | Bottom layer |0.91

 | | | | |

258E: | | | | |

 Sandberg------------| 95 |Fair | |Fair |

 | | Thickest layer |0.01 | Thickest layer |0.91

 | | Bottom layer |0.08 | Bottom layer |0.91

 | | | | |

260: | | | | |

 Duelm---------------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.49

 | | Thickest layer |0.00 | Bottom layer |0.98

 | | | | |

261: | | | | |

 Isan, depressional--| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.20

 | | Thickest layer |0.00 | Bottom layer |0.98

 | | | | |

325: | | | | |

 Prebish, | | | | |

 depressional-------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.08

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | | | |

341: | | | | |

 Arvilla-------------| 95 |Fair | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.10

 | | Bottom layer |0.12 | Bottom layer |0.91

 | | | | |

346: | | | | |

 Talmoon-------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
158 Soil Survey of

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

373: | | | | |

 Renshaw-------------| 95 |Fair | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | Bottom layer |0.08 | Bottom layer |0.91

 | | | | |

454B: | | | | |

 Mahtomedi-----------| 95 |Fair | |Fair |

 | | Thickest layer |0.00 | Bottom layer |0.86

 | | Bottom layer |0.01 | Thickest layer |0.86

 | | | | |

454C: | | | | |

 Mahtomedi-----------| 95 |Fair | |Fair |

 | | Thickest layer |0.00 | Bottom layer |0.86

 | | Bottom layer |0.01 | Thickest layer |0.86

 | | | | |

540: | | | | |

 Seelyeville---------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

543: | | | | |

 Markey--------------| 90 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | |

 | | | | |

544: | | | | |

 Cathro--------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

565: | | | | |

 Eckvoll-------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

567: | | | | |

 Verndale------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | |

 | | | | |

623A: | | | | |

 Pierz---------------| 95 |Fair | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.31 | Bottom layer |0.86

 | | | | |

623B: | | | | |

 Pierz---------------| 95 |Fair | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.31 | Bottom layer |0.86

 | | | | |

708: | | | | |

 Rushlake------------| 85 |Fair | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.93

 | | Bottom layer |0.01 | Bottom layer |0.93

 | | | | |

730A: | | | | |

 Sanburn-------------| 90 |Poor | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.00 | Bottom layer |0.86

 | | | | |
Sherburne County, Minnesota 159

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

730B: | | | | |

 Sanburn-------------| 90 |Poor | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.00 | Bottom layer |0.86

 | | | | |

732B: | | | | |

 Bushville-----------| 95 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.09

 | | Thickest layer |0.00 | Thickest layer |0.91

 | | | | |

768: | | | | |

 Mosford-------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | |

 | | | | |

771: | | | | |

 Elkriver, rarely | | | | |

 flooded------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | |

 | | | | |

799: | | | | |

 Seelyeville, | | | | |

 frequently flooded | 45 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Bowstring, | | | | |

 frequently flooded | 45 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

1013: | | | | |

 Pits----------------| 90 |Not rated | |Not rated |

 | | | | |

1015: | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated |

 | | | | |

1016: | | | | |

 Udorthents----------| 90 |Not rated | |Not rated |

 | | | | |

1028: | | | | |

 Udorthents----------| 45 |Not rated | |Not rated |

 | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated |

 | | | | |

1109: | | | | |

 Isanti--------------| 90 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.70

 | | Thickest layer |0.00 | |

 | | | | |

1110: | | | | |

 Isan----------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | Bottom layer |0.98

 | | | | |
160 Soil Survey of

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

1223: | | | | |

 Sandberg------------| 60 |Fair | |Fair |

 | | Thickest layer |0.01 | Thickest layer |0.91

 | | Bottom layer |0.08 | Bottom layer |0.91

 | | | | |

 Arvilla-------------| 30 |Fair | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.10

 | | Bottom layer |0.12 | Bottom layer |0.91

 | | | | |

1224: | | | | |

 Hubbard-------------| 60 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.25

 | | Thickest layer |0.00 | Bottom layer |0.96

 | | | | |

 Verndale------------| 35 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.84

 | | Thickest layer |0.00 | |

 | | | | |

1231: | | | | |

 Hubbard-------------| 60 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.41

 | | Thickest layer |0.00 | |

 | | | | |

 Mosford-------------| 35 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.98

 | | Thickest layer |0.00 | |

 | | | | |

1253B: | | | | |

 Stonelake-----------| 60 |Fair | |Fair |

 | | Bottom layer |0.35 | Thickest layer |0.86

 | | Thickest layer |0.54 | Bottom layer |0.86

 | | | | |

 Sanburn-------------| 30 |Poor | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.00 | Bottom layer |0.86

 | | | | |

1253C: | | | | |

 Stonelake-----------| 65 |Fair | |Fair |

 | | Bottom layer |0.35 | Thickest layer |0.18

 | | Thickest layer |0.54 | Bottom layer |0.86

 | | | | |

 Sanburn-------------| 25 |Poor | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.00 | Bottom layer |0.86

 | | | | |

1253E: | | | | |

 Stonelake-----------| 65 |Fair | |Fair |

 | | Bottom layer |0.35 | Bottom layer |0.86

 | | Thickest layer |0.54 | Thickest layer |0.86

 | | | | |

 Sanburn-------------| 25 |Poor | |Fair |

 | | Thickest layer |0.00 | Thickest layer |0.09

 | | Bottom layer |0.00 | Bottom layer |0.86

 | | | | |

1254: | | | | |

 Ricelake------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.07

 | | | | |
Sherburne County, Minnesota 161

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

1255: | | | | |

 Elkriver, | | | | |

 occasionally | | | | |

 flooded------------| 90 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | |

 | | | | |

1256: | | | | |

 Cantlin-------------| 90 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.70

 | | Thickest layer |0.00 | |

 | | | | |

1257: | | | | |

 Elkriver, rarely | | | | |

 flooded------------| 55 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | |

 | | | | |

 Mosford, rarely | | | | |

 flooded------------| 35 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | |

 | | | | |

1258B: | | | | |

 Zimmerman, thick | | | | |

 solum--------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

1258C: | | | | |

 Zimmerman, thick | | | | |

 solum--------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

1258E: | | | | |

 Zimmerman, thick | | | | |

 solum--------------| 95 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

1260B: | | | | |

 Stonelake-----------| 55 |Fair | |Fair |

 | | Bottom layer |0.35 | Thickest layer |0.18

 | | Thickest layer |0.54 | Bottom layer |0.86

 | | | | |

 Nebish--------------| 30 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

1260C: | | | | |

 Stonelake-----------| 55 |Fair | |Fair |

 | | Bottom layer |0.35 | Thickest layer |0.86

 | | Thickest layer |0.54 | Bottom layer |0.86

 | | | | |

 Nebish--------------| 30 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
162 Soil Survey of

Table 15a.--Construction Materials--Continued

______________________________________________________________________________

 | | |

 Map symbol and |Pct.| Potential source of | Potential source of

 component name | of | gravel | sand

 |map | |

 |unit| | ___________________________________________________

 | | Rating class |Value| Rating class |Value ______________________________________________________________________________

 | | | | |

1260E: | | | | |

 Stonelake-----------| 60 |Fair | |Fair |

 | | Bottom layer |0.35 | Bottom layer |0.86

 | | Thickest layer |0.54 | Thickest layer |0.86

 | | | | |

 Nebish--------------| 25 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

1270B: | | | | |

 Milaca, moderately | | | | |

 wet----------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.09

 | | Thickest layer |0.00 | Bottom layer |0.10

 | | | | |

1288: | | | | |

 Seelyeville, ponded | 60 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Markey, ponded------| 30 |Poor | |Good |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | |

 | | | | |

1356: | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated |

 | | | | |

1946: | | | | |

 Fordum, frequently | | | | |

 flooded------------| 65 |Fair | |Fair |

 | | Bottom layer |0.16 | Thickest layer |0.10

 | | Thickest layer |0.16 | Bottom layer |0.91

 | | | | |

 Winterfield, | | | | |

 frequently flooded | 20 |Poor | |Good |

 | | Bottom layer |0.00 | |

 | | Thickest layer |0.00 | |

 | | | | |

W: | | | | |

 Water---------------|100 |Not rated | |Not rated |

 | | | | | ______________________________________________________________________________
Sherburne County, Minnesota 163

Table 15b.--Construction Materials

(The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.00 to 0.99. The smaller

 the value, the greater the limitation. See text for further explanation of ratings in this table.)

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

7A: | | | | | | |

 Hubbard-------------| 95 |Poor | |Good | |Fair |

 | | Wind erosion |0.00 | | | Too sandy |0.01

 | | Too sandy |0.01 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Droughty |0.81 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

7B: | | | | | | |

 Hubbard-------------| 95 |Poor | |Good | |Fair |

 | | Wind erosion |0.00 | | | Too sandy |0.01

 | | Too sandy |0.01 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Droughty |0.77 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

7C: | | | | | | |

 Hubbard-------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.96

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Droughty |0.60 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

32B: | | | | | | |

 Nebish--------------| 85 |Fair | |Fair | |Good |

 | | Low content of | | Shrink-swell |0.98 | |

 | | organic matter |0.88 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

32C: | | | | | | |

 Nebish--------------| 85 |Fair | |Fair | |Fair |

 | | Low content of | | Shrink-swell |0.98 | Slope |0.96

 | | organic matter |0.88 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

32D: | | | | | | |

 Nebish--------------| 85 |Fair | |Good | |Poor |

 | | Low content of | | | | Slope |0.00

 | | organic matter |0.12 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

32E: | | | | | | |

 Nebish--------------| 85 |Fair | |Poor | |Poor |

 | | Low content of | | Slope |0.00 | Slope |0.00

 | | organic matter |0.12 | | | |

 | | Too acid |0.95 | | | |

 | | | | | | |
164 Soil Survey of

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

38B: | | | | | | |

 Waukon--------------| 90 |Fair | |Fair | |Good |

 | | Low content of | | Shrink-swell |0.99 | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.95 | | | |

 | | Carbonate content|0.97 | | | |

 | | | | | | |

75: | | | | | | |

 Bluffton, | | | | | | |

 depressional-------| 90 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Carbonate content|0.97 | | | |

 | | | | | | |

125: | | | | | | |

 Beltrami------------| 90 |Fair | |Fair | |Fair |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.88 | saturated zone |0.12 | saturated zone |0.12

 | | Too acid |0.95 | Shrink-swell |0.97 | |

 | | | | | | |

152C: | | | | | | |

 Milaca--------------| 95 |Fair | |Good | |Fair |

 | | Low content of | | | | Rock fragments |0.88

 | | organic matter |0.12 | | | Slope |0.96

 | | Droughty |0.81 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

152E: | | | | | | |

 Milaca--------------| 95 |Fair | |Fair | |Poor |

 | | Low content of | | Slope |0.50 | Slope |0.00

 | | organic matter |0.12 | | | Rock fragments |0.88

 | | Droughty |0.81 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

158A: | | | | | | |

 Zimmerman-----------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | | | | | |

158B: | | | | | | |

 Zimmerman-----------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | | | | | |

158C: | | | | | | |

 Zimmerman-----------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.96

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | | | | | |
Sherburne County, Minnesota 165

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

158E: | | | | | | |

 Zimmerman-----------| 95 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Slope |0.50 | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.00

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | | | | | |

161: | | | | | | |

 Isanti, depressional| 95 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Too acid |0.92 | | | |

 | | | | | | |

162: | | | | | | |

 Lino----------------| 95 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Depth to | | Too sandy |0.00

 | | Wind erosion |0.00 | saturated zone |0.14 | Depth to |

 | | Low content of | | | | saturated zone |0.14

 | | organic matter |0.12 | | | |

 | | Too acid |0.74 | | | |

 | | Droughty |0.96 | | | |

 | | | | | | |

164A: | | | | | | |

 Mora----------------| 95 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Too acid |0.68 | | | No rock fragments|0.99

 | | | | | | |

165: | | | | | | |

 Parent--------------| 90 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | | | | | Rock fragments |0.88

 | | | | | | Not hard to |

 | | | | | | reclaim |0.99

 | | | | | | |

166: | | | | | | |

 Ronneby-------------| 90 |Fair | |Poor | |Poor |

 | | Too acid |0.84 | Depth to | | Depth to |

 | | Low content of | | saturated zone |0.00 | saturated zone |0.00

 | | organic matter |0.88 | | | Rock fragments |0.88

 | | | | | | |

169B: | | | | | | |

 Braham--------------| 90 |Poor | |Fair | |Fair |

 | | Wind erosion |0.00 | Depth to | | Depth to |

 | | Low content of | | saturated zone |0.89 | saturated zone |0.89

 | | organic matter |0.12 | Shrink-swell |0.96 | |

 | | Too acid |0.95 | | | |

 | | No water erosion | | | | |

 | | limitation |0.99 | | | |

 | | | | | | |
166 Soil Survey of

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

169C: | | | | | | |

 Braham--------------| 90 |Poor | |Fair | |Fair |

 | | Wind erosion |0.00 | Shrink-swell |0.99 | Too sandy |0.30

 | | Low content of | | | | Slope |0.96

 | | organic matter |0.12 | | | |

 | | Too sandy |0.30 | | | |

 | | Too acid |0.95 | | | |

 | | No water erosion | | | | |

 | | limitation |0.99 | | | |

 | | | | | | |

169D: | | | | | | |

 Braham--------------| 90 |Poor | |Fair | |Poor |

 | | Wind erosion |0.00 | Shrink-swell |0.99 | Slope |0.00

 | | Low content of | | | | Too sandy |0.30

 | | organic matter |0.12 | | | |

 | | Too sandy |0.30 | | | |

 | | Too acid |0.95 | | | |

 | | No water erosion | | | | |

 | | limitation |0.99 | | | |

 | | | | | | |

204B: | | | | | | |

 Cushing-------------| 90 |Fair | |Good | |Fair |

 | | Low content of | | | | Rock fragments |0.97

 | | organic matter |0.12 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

204C: | | | | | | |

 Cushing-------------| 95 |Fair | |Good | |Fair |

 | | Low content of | | | | Slope |0.63

 | | organic matter |0.12 | | | Rock fragments |0.97

 | | Too acid |0.92 | | | |

 | | | | | | |

258B: | | | | | | |

 Sandberg------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Rock fragments |0.03

 | | Low content of | | | | Hard to reclaim |0.92

 | | organic matter |0.12 | | | |

 | | Droughty |0.68 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

258C: | | | | | | |

 Sandberg------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Rock fragments |0.03

 | | Low content of | | | | Hard to reclaim |0.92

 | | organic matter |0.12 | | | Slope |0.96

 | | Droughty |0.49 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

258E: | | | | | | |

 Sandberg------------| 95 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Slope |0.50 | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.00

 | | Low content of | | | | Rock fragments |0.03

 | | organic matter |0.12 | | | Hard to reclaim |0.92

 | | Droughty |0.52 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |
Sherburne County, Minnesota 167

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

260: | | | | | | |

 Duelm---------------| 95 |Poor | |Fair | |Poor |

 | | Wind erosion |0.00 | Depth to | | Too sandy |0.00

 | | Too sandy |0.00 | saturated zone |0.89 | Depth to |

 | | Low content of | | | | saturated zone |0.89

 | | organic matter |0.12 | | | |

 | | Droughty |0.93 | | | |

 | | Too acid |0.97 | | | |

 | | | | | | |

261: | | | | | | |

 Isan, depressional--| 95 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Too sandy |0.30 | | | Too sandy |0.30

 | | Droughty |0.99 | | | |

 | | | | | | |

325: | | | | | | |

 Prebish, | | | | | | |

 depressional-------| 95 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Too acid |0.95 | | | Rock fragments |0.88

 | | | | | | |

341: | | | | | | |

 Arvilla-------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.50

 | | Droughty |0.87 | | | |

 | | | | | | |

346: | | | | | | |

 Talmoon-------------| 90 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Too acid |0.92 | Shrink-swell |0.89 | |

 | | Carbonate content|0.97 | | | |

 | | No water erosion | | | | |

 | | limitation |0.99 | | | |

 | | | | | | |

373: | | | | | | |

 Renshaw-------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.08

 | | Too acid |0.92 | | | |

 | | Droughty |0.99 | | | |

 | | | | | | |

454B: | | | | | | |

 Mahtomedi-----------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Rock fragments |0.00

 | | Low content of | | | | Hard to reclaim |0.92

 | | organic matter |0.12 | | | |

 | | Too acid |0.92 | | | |

 | | Droughty |0.99 | | | |

 | | | | | | |
168 Soil Survey of

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

454C: | | | | | | |

 Mahtomedi-----------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Rock fragments |0.00

 | | Low content of | | | | Slope |0.84

 | | organic matter |0.12 | | | Hard to reclaim |0.92

 | | Too acid |0.92 | | | |

 | | Droughty |0.98 | | | |

 | | | | | | |

540: | | | | | | |

 Seelyeville---------| 95 |Poor | |Poor | |Poor |

 | | Wind erosion |0.00 | Depth to | | Content of |

 | | | | saturated zone |0.00 | organic matter |0.00

 | | | | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |

543: | | | | | | |

 Markey--------------| 90 |Poor | |Poor | |Poor |

 | | Wind erosion |0.00 | Depth to | | Content of |

 | | | | saturated zone |0.00 | organic matter |0.00

 | | | | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |

544: | | | | | | |

 Cathro--------------| 95 |Poor | |Poor | |Poor |

 | | Wind erosion |0.00 | Depth to | | Content of |

 | | Low content of | | saturated zone |0.00 | organic matter |0.00

 | | organic matter |0.12 | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |

565: | | | | | | |

 Eckvoll-------------| 90 |Poor | |Fair | |Fair |

 | | Wind erosion |0.00 | Depth to | | Depth to |

 | | Low content of | | saturated zone |0.14 | saturated zone |0.14

 | | organic matter |0.12 | Shrink-swell |0.98 | |

 | | Too acid |0.97 | | | |

 | | No water erosion | | | | |

 | | limitation |0.99 | | | |

 | | | | | | |

567: | | | | | | |

 Verndale------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.97

 | | organic matter |0.12 | | | |

 | | Too acid |0.68 | | | |

 | | Droughty |0.98 | | | |

 | | | | | | |

623A: | | | | | | |

 Pierz---------------| 95 |Fair | |Good | |Poor |

 | | Low content of | | | | Hard to reclaim |0.00

 | | organic matter |0.12 | | | Rock fragments |0.97

 | | Too acid |0.84 | | | |

 | | | | | | |

623B: | | | | | | |

 Pierz---------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.00

 | | Too acid |0.84 | | | |

 | | Droughty |0.95 | | | |

 | | | | | | |
Sherburne County, Minnesota 169

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

708: | | | | | | |

 Rushlake------------| 85 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Depth to | | Too sandy |0.00

 | | Wind erosion |0.00 | saturated zone |0.53 | Rock fragments |0.00

 | | Low content of | | | | Depth to |

 | | organic matter |0.12 | | | saturated zone |0.53

 | | Droughty |0.72 | | | Hard to reclaim |0.92

 | | | | | | |

730A: | | | | | | |

 Sanburn-------------| 90 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.82

 | | Droughty |0.21 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

730B: | | | | | | |

 Sanburn-------------| 90 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.82

 | | Droughty |0.22 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

732B: | | | | | | |

 Bushville-----------| 95 |Poor | |Poor | |Poor |

 | | Too sandy |0.00 | Depth to | | Too sandy |0.00

 | | Wind erosion |0.00 | saturated zone |0.00 | Depth to |

 | | Low content of | | | | saturated zone |0.00

 | | organic matter |0.12 | | | |

 | | Droughty |0.42 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

768: | | | | | | |

 Mosford-------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.12

 | | organic matter |0.12 | | | |

 | | Too acid |0.97 | | | |

 | | Droughty |0.99 | | | |

 | | | | | | |

771: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 95 |Fair | |Good | |Good |

 | | Low content of | | | | |

 | | organic matter |0.05 | | | |

 | | Too acid |0.61 | | | |

 | | | | | | |

799: | | | | | | |

 Seelyeville, | | | | | | |

 frequently flooded | 45 |Poor | |Poor | |Poor |

 | | Wind erosion |0.00 | Depth to | | Content of |

 | | | | saturated zone |0.00 | organic matter |0.00

 | | | | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |
170 Soil Survey of

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

799: | | | | | | |

 Bowstring, | | | | | | |

 frequently flooded | 45 |Poor | |Poor | |Poor |

 | | Wind erosion |0.00 | Depth to | | Content of |

 | | | | saturated zone |0.00 | organic matter |0.00

 | | | | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |

1013: | | | | | | |

 Pits----------------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1015: | | | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1016: | | | | | | |

 Udorthents----------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1028: | | | | | | |

 Udorthents----------| 45 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1109: | | | | | | |

 Isanti--------------| 90 |Poor | |Poor | |Poor |

 | | Too sandy |0.00 | Depth to | | Too sandy |0.00

 | | Wind erosion |0.00 | saturated zone |0.00 | Depth to |

 | | Low content of | | | | saturated zone |0.00

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | Droughty |0.99 | | | |

 | | | | | | |

1110: | | | | | | |

 Isan----------------| 90 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.00 | saturated zone |0.00

 | | Droughty |0.99 | | | |

 | | | | | | |

1223: | | | | | | |

 Sandberg------------| 60 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Rock fragments |0.03

 | | Low content of | | | | Hard to reclaim |0.92

 | | organic matter |0.12 | | | |

 | | Droughty |0.66 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

 Arvilla-------------| 30 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.50

 | | Droughty |0.75 | | | |

 | | | | | | |

1224: | | | | | | |

 Hubbard-------------| 60 |Poor | |Good | |Fair |

 | | Wind erosion |0.00 | | | Too sandy |0.16

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too sandy |0.16 | | | |

 | | Droughty |0.58 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |
Sherburne County, Minnesota 171

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1224: | | | | | | |

 Verndale------------| 35 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.68 | | | |

 | | | | | | |

1231: | | | | | | |

 Hubbard-------------| 60 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Droughty |0.64 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

 Mosford-------------| 35 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.97 | | | |

 | | | | | | |

1253B: | | | | | | |

 Stonelake-----------| 60 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.00

 | | Droughty |0.14 | | | |

 | | Too acid |0.84 | | | |

 | | | | | | |

 Sanburn-------------| 30 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.82

 | | Droughty |0.25 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

1253C: | | | | | | |

 Stonelake-----------| 65 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.00

 | | Droughty |0.15 | | | Slope |0.84

 | | Too acid |0.92 | | | |

 | | | | | | |

 Sanburn-------------| 25 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.82

 | | Droughty |0.20 | | | Slope |0.84

 | | Too acid |0.92 | | | |

 | | | | | | |

1253E: | | | | | | |

 Stonelake-----------| 65 |Poor | |Poor | |Poor |

 | | Too sandy |0.00 | Slope |0.00 | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.00

 | | Droughty |0.07 | | | Rock fragments |0.00

 | | Low content of | | | | Hard to reclaim |0.00

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | | | | | |
172 Soil Survey of

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1253E: | | | | | | |

 Sanburn-------------| 25 |Poor | |Poor | |Poor |

 | | Too sandy |0.00 | Slope |0.00 | Too sandy |0.00

 | | Droughty |0.09 | | | Slope |0.00

 | | Low content of | | | | Rock fragments |0.00

 | | organic matter |0.12 | | | Hard to reclaim |0.82

 | | Too acid |0.92 | | | |

 | | | | | | |

1254: | | | | | | |

 Ricelake------------| 90 |Fair | |Fair | |Fair |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.12 | saturated zone |0.12

 | | Too sandy |0.28 | | | Too sandy |0.28

 | | Too acid |0.95 | | | |

 | | | | | | |

1255: | | | | | | |

 Elkriver, | | | | | | |

 occasionally | | | | | | |

 flooded------------| 90 |Fair | |Fair | |Fair |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.05 | saturated zone |0.14 | saturated zone |0.14

 | | Too acid |0.61 | | | |

 | | | | | | |

1256: | | | | | | |

 Cantlin-------------| 90 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.84 | | | |

 | | Droughty |0.92 | | | |

 | | | | | | |

1257: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 55 |Fair | |Good | |Good |

 | | Low content of | | | | |

 | | organic matter |0.05 | | | |

 | | Too acid |0.61 | | | |

 | | | | | | |

 Mosford, rarely | | | | | | |

 flooded------------| 35 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of | | | | Rock fragments |0.12

 | | organic matter |0.12 | | | |

 | | Too acid |0.97 | | | |

 | | | | | | |

1258B: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.68 | | | |

 | | | | | | |
Sherburne County, Minnesota 173

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1258C: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.96

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.68 | | | |

 | | | | | | |

1258E: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Slope |0.82 | Too sandy |0.00

 | | Wind erosion |0.00 | | | Slope |0.00

 | | Low content of | | | | |

 | | organic matter |0.12 | | | |

 | | Too acid |0.68 | | | |

 | | | | | | |

1260B: | | | | | | |

 Stonelake-----------| 55 |Poor | |Good | |Poor |

 | | Wind erosion |0.00 | | | Rock fragments |0.00

 | | Low content of | | | | Hard to reclaim |0.00

 | | organic matter |0.12 | | | Too sandy |0.36

 | | Droughty |0.35 | | | |

 | | Too sandy |0.36 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

 Nebish--------------| 30 |Fair | |Fair | |Good |

 | | Low content of | | Shrink-swell |0.98 | |

 | | organic matter |0.88 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

1260C: | | | | | | |

 Stonelake-----------| 55 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | Rock fragments |0.00

 | | Low content of | | | | Hard to reclaim |0.00

 | | organic matter |0.12 | | | Slope |0.96

 | | Droughty |0.32 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

 Nebish--------------| 30 |Fair | |Good | |Fair |

 | | Low content of | | | | Slope |0.96

 | | organic matter |0.12 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |

1260E: | | | | | | |

 Stonelake-----------| 60 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Slope |0.82 | Too sandy |0.00

 | | Low content of | | | | Slope |0.00

 | | organic matter |0.12 | | | Rock fragments |0.00

 | | Droughty |0.14 | | | Hard to reclaim |0.00

 | | Too acid |0.84 | | | |

 | | | | | | |

 Nebish--------------| 25 |Fair | |Fair | |Poor |

 | | Low content of | | Slope |0.82 | Slope |0.00

 | | organic matter |0.12 | | | |

 | | Too acid |0.92 | | | |

 | | | | | | |
174 Soil Survey of

Table 15b.--Construction Materials--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Potential source of | Potential source of | Potential source of

 component name | of | reclamation material | roadfill | topsoil

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1270B: | | | | | | |

 Milaca, moderately | | | | | | |

 wet----------------| 90 |Fair | |Fair | |Fair |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.12 | saturated zone |0.89 | saturated zone |0.89

 | | Too acid |0.68 | | | |

 | | | | | | |

1288: | | | | | | |

 Seelyeville, ponded | 60 |Good | |Poor | |Poor |

 | | | | Depth to | | Content of |

 | | | | saturated zone |0.00 | organic matter |0.00

 | | | | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |

 Markey, ponded------| 30 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Content of |

 | | organic matter |0.12 | saturated zone |0.00 | organic matter |0.00

 | | | | | | Depth to |

 | | | | | | saturated zone |0.00

 | | | | | | |

1356: | | | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 | | | | | | |

1946: | | | | | | |

 Fordum, frequently | | | | | | |

 flooded------------| 65 |Fair | |Poor | |Poor |

 | | Low content of | | Depth to | | Depth to |

 | | organic matter |0.50 | saturated zone |0.00 | saturated zone |0.00

 | | Too acid |0.92 | | | Rock fragments |0.00

 | | No water erosion | | | | Hard to reclaim |0.50

 | | limitation |0.99 | | | |

 | | | | | | |

 Winterfield, | | | | | | |

 frequently flooded | 20 |Poor | |Fair | |Poor |

 | | Too sandy |0.00 | Depth to | | Too sandy |0.00

 | | Low content of | | saturated zone |0.14 | Depth to |

 | | organic matter |0.12 | | | saturated zone |0.14

 | | Too acid |0.95 | | | Rock fragments |0.88

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | | ________________________________________________________________________________________________________
Sherburne County, Minnesota 175

Table 16.--Water Management

(The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The larger the

 value, the greater the limitation. See text for further explanation of ratings in this table.)

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

7A: | | | | | | |

 Hubbard-------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

7B: | | | | | | |

 Hubbard-------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

7C: | | | | | | |

 Hubbard-------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | | | | | |

32B: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |0.70 | Piping |0.73 | Deep to water |0.60

 | | | | Depth to | | Slow refill |0.30

 | | | | saturated zone |0.05 | Cutbanks cave |0.10

 | | | | | | |

32C: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Piping |0.75 | Deep to water |1.00

 | | | | | | |

32D: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Piping |0.83 | Deep to water |1.00

 | | Slope |0.03 | | | |

 | | | | | | |

32E: | | | | | | |

 Nebish--------------| 85 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Piping |0.83 | Deep to water |1.00

 | | Slope |0.28 | | | |

 | | | | | | |

38B: | | | | | | |

 Waukon--------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |0.70 | Piping |0.57 | Deep to water |0.60

 | | | | Depth to | | Slow refill |0.30

 | | | | saturated zone |0.05 | Cutbanks cave |0.10

 | | | | | | |

75: | | | | | | |

 Bluffton, | | | | | | |

 depressional-------| 90 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Seepage |0.57 | Ponding |1.00 | Slow refill |0.30

 | | | | Depth to | | Cutbanks cave |0.10

 | | | | saturated zone |1.00 | |

 | | | | Piping |0.97 | |

 | | | | | | |

125: | | | | | | |

 Beltrami------------| 90 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Seepage |0.70 | Depth to | | Slow refill |0.30

 | | | | saturated zone |1.00 | Cutbanks cave |0.10

 | | | | Piping |0.29 | |

 | | | | | | |

152C: | | | | | | |

 Milaca--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Seepage |0.09 | Deep to water |1.00

 | | | | | | |
176 Soil Survey of

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

152E: | | | | | | |

 Milaca--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Seepage |0.09 | Deep to water |1.00

 | | Slope |0.12 | | | |

 | | | | | | |

158A: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

158B: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

158C: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

158E: | | | | | | |

 Zimmerman-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | Slope |0.12 | | | |

 | | | | | | |

161: | | | | | | |

 Isanti, depressional| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | | Seepage |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

162: | | | | | | |

 Lino----------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

164A: | | | | | | |

 Mora----------------| 95 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.70 | Depth to | | Deep to water |1.00

 | | | | saturated zone |1.00 | |

 | | | | Seepage |0.09 | |

 | | | | | | |

165: | | | | | | |

 Parent--------------| 90 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.70 | Depth to | | Deep to water |1.00

 | | | | saturated zone |1.00 | |

 | | | | Seepage |0.09 | |

 | | | | | | |

166: | | | | | | |

 Ronneby-------------| 90 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.70 | Depth to | | Deep to water |1.00

 | | | | saturated zone |1.00 | |

 | | | | Seepage |0.09 | |

 | | | | | | |

169B: | | | | | | |

 Braham--------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Depth to | | Cutbanks cave |1.00

 | | | | saturated zone |0.86 | Slow refill |0.30

 | | | | Piping |0.81 | Deep to water |0.06

 | | | | | | |
Sherburne County, Minnesota 177

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

169C: | | | | | | |

 Braham--------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.20 | Deep to water |1.00

 | | | | | | |

169D: | | | | | | |

 Braham--------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.20 | Deep to water |1.00

 | | Slope |0.03 | | | |

 | | | | | | |

204B: | | | | | | |

 Cushing-------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |0.70 | Depth to | | Deep to water |0.60

 | | | | saturated zone |0.05 | Slow refill |0.30

 | | | | | | Cutbanks cave |0.10

 | | | | | | |

204C: | | | | | | |

 Cushing-------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Seepage |0.09 | Deep to water |1.00

 | | Slope |0.01 | | | |

 | | | | | | |

258B: | | | | | | |

 Sandberg------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

258C: | | | | | | |

 Sandberg------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | | | | | |

258E: | | | | | | |

 Sandberg------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | Slope |0.12 | | | |

 | | | | | | |

260: | | | | | | |

 Duelm---------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.98 | Cutbanks cave |1.00

 | | | | Depth to | | Deep to water |0.06

 | | | | saturated zone |0.86 | |

 | | | | | | |

261: | | | | | | |

 Isan, depressional--| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | Seepage |0.98 | |

 | | | | | | |

325: | | | | | | |

 Prebish, | | | | | | |

 depressional-------| 95 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.57 | Ponding |1.00 | Deep to water |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | Seepage |0.09 | |

 | | | | | | |

341: | | | | | | |

 Arvilla-------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.91 | Deep to water |1.00

 | | | | | | |
178 Soil Survey of

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

346: | | | | | | |

 Talmoon-------------| 90 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Seepage |0.05 | Depth to | | Slow refill |0.30

 | | | | saturated zone |1.00 | Cutbanks cave |0.10

 | | | | Piping |0.86 | |

 | | | | | | |

373: | | | | | | |

 Renshaw-------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

454B: | | | | | | |

 Mahtomedi-----------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

454C: | | | | | | |

 Mahtomedi-----------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

540: | | | | | | |

 Seelyeville---------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Content of | | Cutbanks cave |0.10

 | | | | organic matter |1.00 | |

 | | | | Ponding |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

543: | | | | | | |

 Markey--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | | Seepage |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

544: | | | | | | |

 Cathro--------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |0.10

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

565: | | | | | | |

 Eckvoll-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to | | Cutbanks cave |1.00

 | | | | saturated zone |1.00 | |

 | | | | Piping |0.93 | |

 | | | | | | |

567: | | | | | | |

 Verndale------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

623A: | | | | | | |

 Pierz---------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

623B: | | | | | | |

 Pierz---------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | | | | | |
Sherburne County, Minnesota 179

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

708: | | | | | | |

 Rushlake------------| 85 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to | | Cutbanks cave |1.00

 | | | | saturated zone |1.00 | Deep to water |0.01

 | | | | Seepage |0.93 | |

 | | | | | | |

730A: | | | | | | |

 Sanburn-------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

730B: | | | | | | |

 Sanburn-------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

732B: | | | | | | |

 Bushville-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to | | Deep to water |1.00

 | | | | saturated zone |1.00 | |

 | | | | Seepage |1.00 | |

 | | | | | | |

768: | | | | | | |

 Mosford-------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

771: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | Deep to water |0.24

 | | | | saturated zone |0.46 | |

 | | | | | | |

799: | | | | | | |

 Seelyeville, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Content of | | Cutbanks cave |0.10

 | | | | organic matter |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

 Bowstring, | | | | | | |

 frequently flooded | 45 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Content of | | Cutbanks cave |1.00

 | | | | organic matter |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

1013: | | | | | | |

 Pits----------------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1015: | | | | | | |

 Udipsamments--------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1016: | | | | | | |

 Udorthents----------| 90 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1028: | | | | | | |

 Udorthents----------| 45 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Pits, gravel--------| 40 |Not rated | |Not rated | |Not rated |

 | | | | | | |
180 Soil Survey of

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1109: | | | | | | |

 Isanti--------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

1110: | | | | | | |

 Isan----------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to | | Cutbanks cave |1.00

 | | | | saturated zone |1.00 | |

 | | | | Seepage |0.98 | |

 | | | | | | |

1223: | | | | | | |

 Sandberg------------| 60 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | | | | | |

 Arvilla-------------| 30 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.91 | Deep to water |1.00

 | | | | | | |

1224: | | | | | | |

 Hubbard-------------| 60 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | | | | | |

 Verndale------------| 35 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

1231: | | | | | | |

 Hubbard-------------| 60 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

 Mosford-------------| 35 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

1253B: | | | | | | |

 Stonelake-----------| 60 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

 Sanburn-------------| 30 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

1253C: | | | | | | |

 Stonelake-----------| 65 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

 Sanburn-------------| 25 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | | | | | |

1253E: | | | | | | |

 Stonelake-----------| 65 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | Slope |0.28 | | | |

 | | | | | | |

 Sanburn-------------| 25 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.95 | Deep to water |1.00

 | | Slope |0.28 | | | |

 | | | | | | |
Sherburne County, Minnesota 181

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1254: | | | | | | |

 Ricelake------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to | | Cutbanks cave |1.00

 | | | | saturated zone |1.00 | |

 | | | | Piping |1.00 | |

 | | | | Seepage |0.07 | |

 | | | | | | |

1255: | | | | | | |

 Elkriver, | | | | | | |

 occasionally | | | | | | |

 flooded------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

1256: | | | | | | |

 Cantlin-------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | Deep to water |0.54

 | | | | saturated zone |0.09 | |

 | | | | | | |

1257: | | | | | | |

 Elkriver, rarely | | | | | | |

 flooded------------| 55 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | Deep to water |0.24

 | | | | saturated zone |0.46 | |

 | | | | | | |

 Mosford, rarely | | | | | | |

 flooded------------| 35 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | Deep to water |0.24

 | | | | saturated zone |0.46 | |

 | | | | | | |

1258B: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

1258C: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

1258E: | | | | | | |

 Zimmerman, thick | | | | | | |

 solum--------------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | Slope |0.08 | | | |

 | | | | | | |

1260B: | | | | | | |

 Stonelake-----------| 55 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Deep to water |1.00

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |0.70 | Piping |0.73 | Deep to water |0.60

 | | | | Depth to | | Slow refill |0.30

 | | | | saturated zone |0.05 | Cutbanks cave |0.10

 | | | | | | |
182

Table 16.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol and |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | of | | levees | excavated ponds

 |map | | |

 |unit| | | _____________________________________________________________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features | ________________________________________________________________________________________________________

 | | | | | | |

1260C: | | | | | | |

 Stonelake-----------| 55 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | | | | | |

 Nebish--------------| 30 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Piping |0.80 | Deep to water |1.00

 | | | | | | |

1260E: | | | | | | |

 Stonelake-----------| 60 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.96 | Deep to water |1.00

 | | Slope |0.08 | | | |

 | | | | | | |

 Nebish--------------| 25 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Piping |0.81 | Deep to water |1.00

 | | Slope |0.08 | | | |

 | | | | | | |

1270B: | | | | | | |

 Milaca, moderately | | | | | | |

 wet----------------| 90 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.70 | Depth to | | Deep to water |1.00

 | | | | saturated zone |0.86 | |

 | | | | Seepage |0.10 | |

 | | | | | | |

1288: | | | | | | |

 Seelyeville, ponded | 60 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Content of | | Cutbanks cave |0.10

 | | | | organic matter |1.00 | |

 | | | | Ponding |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

 Markey, ponded------| 30 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | | Seepage |1.00 | |

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

1356: | | | | | | |

 Water, miscellaneous|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

1946: | | | | | | |

 Fordum, frequently | | | | | | |

 flooded------------| 65 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

 Winterfield, | | | | | | |

 frequently flooded | 20 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Cutbanks cave |1.00

 | | | | Depth to | | |

 | | | | saturated zone |1.00 | |

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | | ________________________________________________________________________________________________________
183

Data relating to soil properties are collected during

the course of the soil survey. The data and the

estimates of soil and water features, listed in tables,

are explained on the following pages.

Soil properties are determined 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 grain-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 shown in the tables

include the range of grain-size distribution and

Atterberg limits, the engineering classification, and the

physical and chemical properties of the major

horizons of each soil. Pertinent soil and water features

also are given.

Engineering Index Properties

Table 17 gives estimates of the engineering

classification and of the range of index properties for

the major horizons of each soil. Most soils have

horizons of contrasting properties within the upper 5

or 6 feet.

Depth to the upper and lower boundaries of each

horizon 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 as much as 15 percent, an

appropriate modifier is added, for example, “gravelly.”

Textural terms are defined in the Glossary.

Classification of the soils is determined according

to the Unified soil classification system (ASTM, 2001)

and the system adopted by the American Association

of State Highway and Transportation Officials

(AASHTO, 2000).

The Unified system classifies soils according to

properties that affect their use as construction

material. Soils are classified according to grain-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, SP-SM.

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 grain-size distribution, liquid limit, and

plasticity index. Soils in group A-1 are coarse grained

and low in content of fines (silt and clay). At the other

extreme, soils in group A-7 are fine grained. Highly

organic soils are classified in group A-8 on the basis

of visual inspection.

If laboratory data are available, the A-1, A-2, and

A-7 groups are further classified as A-1-a, A-1-b,

A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an

additional refinement, the suitability of a soil as

subgrade material can be indicated by a group index

number. Group index numbers range from 0 for the

best subgrade material to 20 or higher for the poorest.

Rock fragments larger than 10 inches in diameter

and 3 to 10 inches in diameter are indicated as a

percentage of the total soil on a dry-weight basis. The

percentages are estimates determined mainly by

converting volume percentage in the field to weight

percentage.

Percentage (of soil particles) passing designated

sieves is the percentage of the soil fraction less than 3

Soil Properties
184 Soil Survey of

inches in diameter based on an ovendry weight. The

sieves, numbers 4, 10, 40, and 200 (USA Standard

Series), have openings of 4.76, 2.00, 0.420, and 0.074

millimeters, respectively. Estimates are based on

laboratory tests of soils sampled in the survey area

and in nearby areas and on estimates made in the

field.

Liquid limit and plasticity index (Atterberg limits)

indicate the plasticity characteristics of a soil. The

estimates are based on test data from the survey area

or from nearby areas and on field examination.

The estimates of grain-size distribution, liquid limit,

and plasticity index are generally rounded to the

nearest 5 percent. Thus, if the ranges of gradation and

Atterberg limits extend a marginal amount (1 or 2

percentage points) across classification boundaries,

the classification in the marginal zone is omitted in the

table.

Physical and Chemical Properties

Tables 18 and 19 show estimates of some

characteristics and features that affect soil behavior.

These estimates are given for the major horizons 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

horizon is indicated.

In table 18, clay as a soil separate, or component,

consists of mineral soil particles that are less than

0.002 millimeter in diameter. The estimated clay

content of each major soil horizon 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 greatly affect the

fertility and physical condition of the soil. They

determine the ability of the soil to adsorb cations and

to retain moisture. They influence linear extensibility,

permeability, plasticity, the ease of soil dispersion, and

other soil properties. The amount and kind of clay in a

soil also affect tillage and earth-moving 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-bar moisture tension. Weight is determined after

drying the soil at 105 degrees C. In table 18, the

estimated moist bulk density of each major 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 linear

extensibility, 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. A bulk density of more than 1.6 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 and saturated hydraulic conductivity

refer to the ability of a soil to transmit water or air.

Permeability estimates indicate the rate of downward

movement of water 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, irrigation systems, and septic tank

absorption fields. Measured values of saturated

hydraulic conductivity are used in models for sitespecific use.

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 major soil

horizon. The capacity varies, depending on soil

properties that affect the retention of water and the

depth of the root zone. The most important properties

are the content of organic matter, soil texture, bulk

density, and soil structure. Available water capacity is

an important factor in the choice of plants or crops to

be grown and in the design and management of

irrigation systems. Available water capacity is not an

estimate of the quantity of water actually available to

plants at any given time.

Linear extensibility percent is the linear expression

of the volume difference of natural soil fabric at 1

/3-bar

or 1/10-bar water content and oven dryness. The

volume change is reported as percent change for the

whole soil. Volume change occurs mainly because of

the interaction of clay minerals with water and varies

with the amount and type of clay minerals in the soil.

The size of the load on the soil and the magnitude of

the change in soil moisture content influence the

amount of swelling of soils in place. Laboratory

measurements of swelling of undisturbed clods were

made for many soils. For others, swelling was

estimated on the basis of the kind and amount of clay

minerals in the soil and on measurements of similar

soils.

Linear extensibility of 3 percent or more can cause

damage to buildings, roads, and other structures.

Special design is often needed.

Organic matter is the plant and animal residue in

the soil at various stages of decomposition. In table

18, 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.
Sherburne County, Minnesota 185

The content of organic matter in a soil can be

maintained or increased by returning crop residue to

the soil. Organic matter affects the available water

capacity, infiltration rate, and tilth. It is a source of

nitrogen and other nutrients for crops.

Erosion factors are shown in table 18 as the K

factor (Kw and Kf) and the T factor. Erosion factor K

indicates the susceptibility of a soil to sheet and rill

erosion by water. Factor K is one of several factors

used in the Universal Soil Loss Equation (USLE) and

the Revised Universal Soil Loss Equation (RUSLE) to

predict the average annual rate of soil loss by sheet

and rill erosion in tons per acre per year. The

estimates are based primarily on percentage of silt,

sand, and organic matter and on soil structure and

permeability. Values of K range from 0.02 to 0.69.

Other factors being equal, the higher the value, the

more susceptible the soil is to sheet and rill erosion by

water.

Erosion factor Kw indicates the erodibility of the

whole soil. The estimates are modified by the

presence of rock fragments.

Erosion factor Kf indicates the erodibility of the fineearth fraction, or the material less than 2 millimeters in

size.

Erosion factor T is an estimate of the maximum

average annual rate of soil erosion by wind or water

that can occur without affecting crop productivity over

a sustained period. The rate is in tons per acre per

year.

Wind erodibility groups are made up of soils that

have similar properties affecting their susceptibility to

wind erosion in cultivated areas. The soils assigned to

group 1 are the most susceptible to wind erosion, and

those assigned to group 8 are the least susceptible.

The groups are as follows:

1. Coarse sands, sands, fine sands, and very fine

sands.

2. Loamy coarse sands, loamy sands, loamy fine

sands, loamy very fine sands, ash material, and sapric

soil material.

3. Coarse sandy loams, sandy loams, fine sandy

loams, and very fine sandy loams.

4L. Calcareous loams, silt loams, clay loams, and

silty clay loams.

4. Clays, silty clays, noncalcareous clay loams,

and silty clay loams that are more than 35 percent

clay.

5. Noncalcareous loams and silt loams that are

less than 20 percent clay and sandy clay loams,

sandy clays, and hemic soil material.

6. Noncalcareous loams and silt loams that are

more than 20 percent clay and noncalcareous clay

loams that are less than 35 percent clay.

7. Silts, noncalcareous silty clay loams that are

less than 35 percent clay, and fibric soil material.

8. Soils that are not subject to wind erosion

because of rock fragments on the surface or because

of surface wetness.

Wind erodibility index is a numerical value

indicating the susceptibility of soil to wind erosion, or

the tons per acre per year that can be expected to be

lost to wind erosion. There is a close correlation

between wind erosion and the texture of the surface

layer, the size and durability of surface clods, rock

fragments, organic matter, and a calcareous reaction.

Soil moisture and frozen soil layers also influence

wind erosion.

In table 19, 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.

Soil reaction is a measure of acidity or alkalinity

and is expressed as a range in pH values. The range

in pH of each major horizon is based on many field

tests. For many soils, values have been verified by

laboratory analyses. Soil reaction is important in

selecting crops and other plants, in evaluating soil

amendments for fertility and stabilization, and in

determining the risk of corrosion.

Calcium carbonate equivalent is the percent of

carbonates, by weight, in the fraction of the soil less

than 2 millimeters in size. The availability of plant

nutrients is influenced by the amount of carbonates in

the soil. Incorporating nitrogen fertilizer into

calcareous soils helps to prevent nitrite accumulation

and ammonium-N volatilization.

Gypsum is expressed as a percent, by weight, of

hydrated calcium sulfates in the fraction of the soil

less than 20 millimeters in size. Gypsum is partially

soluble in water. Soils that have a high content of

gypsum may collapse if the gypsum is removed by

percolating water.

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,
186 Soil Survey of

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 20 gives estimates of soil moisture for each

component of a map unit at various depths for every

month of the year. The depths displayed are

representative values that are indicative of conditions

that occur most of the time. Dry indicates a moisture

condition under which most plants (especially crops)

cannot extract water for growth. Moist indicates a

moisture condition under which soil water is most

readily available for plant growth. Wet indicates a

condition under which water will stand in an unlined

hole or at least a condition under which the soil is too

wet for the growth of most agricultural species. A

moisture status of 4.0-6.7 (wet) indicates that most of

the time the component is saturated at some depth

between 4.0 feet and 6.7 feet during the month

designated. In some years the soil may be saturated

at a depth of less than 4.0 feet or more than 6.7 feet;

however, field observations indicate that the soil will

be saturated between these depths in most years. In

the summer, the soil may show the effects of drying

plus intermittent rains that result in a moist or wet

layer over a dry layer that gets moist or wet again.

In table 20, hydrologic soil groups are groups of

soils that, when saturated, have the same runoff

potential under similar storm and ground cover

conditions. The soil properties that affect the runoff

potential are those that influence the minimum rate of

infiltration in a bare soil after prolonged wetting and

when the soil is not frozen. These properties include

the depth to a zone in which the soil moisture status is

wet, the infiltration rate, permeability after prolonged

wetting, and the depth to a very slowly permeable

horizon or horizons. The influences of ground cover

and slope are treated independently and are not taken

into account in hydrologic soil groups.

In the definitions of the hydrologic soil groups, the

infiltration rate is the rate at which water enters the soil

at the surface and is controlled by surface conditions.

The transmission rate is the rate at which water moves

through the soil and is controlled by properties of the

soil horizons.

The four hydrologic soil groups are:

Group A. Soils having a high infiltration rate (low

runoff potential) when thoroughly wet. These consist

chiefly of very deep, well drained to excessively

drained sands or gravelly sands. These soils have a

high rate of water transmission.

Group B. Soils having a moderate infiltration rate

when thoroughly wet. These consist chiefly of

moderately deep or deep, moderately well drained or

well drained soils that have a moderately fine to

moderately coarse texture. These soils have a

moderate rate of water transmission.

Group C. Soils having a slow infiltration rate when

thoroughly wet. These consist chiefly of soils having a

horizon or horizons that impede the downward

movement of water or soils that have a moderately

fine or fine texture. These soils have a slow rate of

water transmission.

Group D. Soils having a very slow infiltration rate

(high runoff potential) when thoroughly wet. These

consist chiefly of clayey soils that have a high linear

extensibility; soils that have a zone, high in the profile,

in which the soil moisture status is wet on a

permanent basis; soils that have a claypan or clay

horizon or horizons at or near the surface; and soils

that are shallow over nearly impervious material.

These soils have a very slow rate of water

transmission.

If a soil is assigned to a dual hydrologic group (A/D,

B/D, or C/D), the first letter is for drained areas and the

second is for undrained areas.

Flooding, the temporary covering of the soil surface

by flowing water, is caused by overflow from streams

or by runoff from adjacent slopes. Shallow water

standing or flowing for short periods after rainfall or

snowmelt is not considered flooding. Standing water in

marshes and swamps or in closed depressions is

considered to be ponding.

Table 21 gives estimates of the frequency and

duration of flooding for every month of the year.

Flooding frequency is the annual probability of a flood

event expressed as a class. None indicates no

reasonable possibility of flooding (the chance of

flooding is nearly 0 percent in any year, or flooding is

likely less than once in 500 years). Very rare indicates

that flooding is very unlikely but possible under

extremely unusual weather conditions (the chance of

flooding is less than 1 percent in any year, or flooding

is likely less than once in 100 years but more than

once in 500 years). Rare indicates that flooding is

unlikely but possible under unusual weather

conditions (the chance of flooding is 1 to 5 percent in

any year, or flooding is likely 1 to 5 times in 100

years). Occasional indicates that flooding occurs

infrequently under usual weather conditions (the
Sherburne County, Minnesota 187

chance of flooding is 5 to 50 percent in any year, or

flooding is likely 5 to 50 times in 100 years). Frequent

indicates that flooding is likely to occur often under

usual weather conditions (the chance of flooding is

more than 50 percent in any year, or flooding is likely

more than 50 times in 100 years; but the chance of

flooding is less than 50 percent in all months in any

year). Very frequent indicates that flooding is likely to

occur very often under usual weather conditions (the

chance of flooding is more than 50 percent in all

months of any year).

Flooding duration is the average duration of

inundation per flood occurrence expressed as a class.

Extremely brief is 0.1 hour to 4.0 hours; very brief is 4

to 48 hours; brief is 2 to 7 days; long is 7 to 30 days;

and very long is more than 30 days. About two-thirds

to three-fourths of all flooding occurs during the stated

period.

The information on flooding is based on evidence in

the soil profile, namely thin strata of gravel, sand, silt,

or clay deposited by floodwater; irregular decrease in

organic matter content with increasing depth; and little

or no horizon development.

Also considered are local information about the

extent and level of flooding and the relation of each

soil on the landscape to historic floods. Information on

the extent of flooding based on soil data is less

specific than that provided by detailed engineering

surveys that delineate flood-prone areas at specific

flood frequency levels.

Ponding is standing water in a closed depression.

Unless a drainage system is installed, the water is

removed only by percolation, transpiration, or

evaporation.

Table 22 gives estimates of the frequency, duration,

and depth of ponding for every month of the year.

The depths displayed are representative values that

are indicative of conditions that occur most of the

time.

Ponding frequency is the number of times ponding

occurs over a period of time. None indicates no

reasonable possibility of ponding (the chance of

ponding is nearly 0 percent in any year). Rare

indicates that ponding is unlikely but possible under

unusual weather conditions (the chance of ponding

ranges from nearly 0 percent to 5 percent in any year,

or ponding is likely 0 to 5 times in 100 years).

Occasional indicates that ponding is expected

infrequently under usual weather conditions (the

chance of ponding ranges from 5 to 50 percent in any

one year, or ponding is likely 5 to 50 times in 100

years). Frequent indicates that ponding is likely to

occur under usual weather conditions (the chance of

ponding is more than 50 percent in any year, or

ponding is likely more than 50 times in 100 years).

Ponding duration is the average length of time of

the ponding occurrence. It is expressed as very brief

(less than 2 days), brief (2 to 7 days), long (7 to 30

days), and very long (more than 30 days).

Soil Features

Table 23 gives estimates of various soil features.

The estimates are used in land use planning that

involves engineering considerations.

A restrictive layer is a nearly continuous layer that

has one or more physical, chemical, or thermal

properties that significantly impede the movement of

water and air through the soil or that restrict roots or

otherwise provide an unfavorable root environment.

Examples are bedrock, cemented layers, dense

layers, and frozen layers. Depth to top is the vertical

distance from the soil surface to the upper boundary

of the restrictive layer.

Subsidence is the settlement of organic soils or of

saturated mineral soils of very low density.

Subsidence generally results from either desiccation

and shrinkage or oxidation of organic material, or

both, following drainage. Subsidence takes place

gradually, usually over a period of several years. The

table shows the expected initial subsidence, which

usually is a result of drainage, and total subsidence,

which results from a combination of factors.

Potential for frost action is the likelihood of upward

or lateral expansion of the soil caused by the

formation of segregated ice lenses (frost heave) and

the subsequent collapse of the soil and loss of

strength on thawing. Frost action occurs when

moisture moves into the freezing zone of the soil.

Temperature, texture, density, permeability, content of

organic matter, and depth to a zone in which the soil

moisture status is wet 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 saturated zone

high in the profile during the 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
188 Soil Survey of

corrosion of uncoated steel is related to such factors

as soil moisture, particle-size distribution, acidity, and

electrical conductivity of the soil. The rate of corrosion

of concrete is based mainly on the sulfate and sodium

content, texture, moisture content, and acidity of the

soil. Special site examination and design may be

needed if the combination of factors results in a

severe hazard of corrosion. The steel or concrete in

installations that intersect soil boundaries or soil

layers is more susceptible to corrosion than the steel

or concrete in installations that are entirely within one

kind of soil or within one soil layer.

For uncoated steel, the risk of corrosion, expressed

as low, moderate, or high, is based on soil drainage

class, total acidity, electrical resistivity near field

capacity, and electrical conductivity of the saturation

extract.

For concrete, the risk of corrosion also is expressed

as low, moderate, or high. It is based on soil texture,

acidity, and amount of sulfates in the saturation extract.
Table 17.--Engineering Index Properties (Absence of an entry indicates that the data were not estimated.) ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 7A: | | | | | | | | |  Hubbard---------| 0-20 |Loamy sand |SP-SM, SM |A-2 | 0 | 0 |98-100|95-100|50-80  | 20-32 |Sand, coarse |SP-SM |A-1, A-2-4, | 0 | 0 |98-100|95-100|25-75  | | sand, loamy | | A-3 | | | | |  | | sand | | | | | | |  | 32-80 |Sand, coarse |SW, SP |A-1, A-2, A-3| 0 | 0 |95-100|85-100|20-70  | | sand | | | | | | |  | | | | | | | | | 7B: | | | | | | | | |  Hubbard---------| 0-18 |Loamy sand |SP-SM, SM |A-2 | 0 | 0 |98-100|95-100|50-80  | 18-23 |Sand, coarse |SP-SM |A-1, A-2-4, | 0 | 0 |98-100|95-100|25-75  | | sand, loamy | | A-3 | | | | |  | | sand | | | | | | |  | 23-80 |Sand, coarse |SP, SW |A-1, A-2, A-3| 0 | 0 |95-100|85-100|20-70  | | sand | | | | | | |  | | | | | | | | | 7C: | | | | | | | | |  Hubbard---------| 0-12 |Loamy sand |SM, SP-SM |A-2 | 0 | 0 |98-100|95-100|50-80  | 12-33 |Sand, coarse |SP-SM |A-1, A-2-4, | 0 | 0 |98-100|95-100|25-75  | | sand, loamy | | A-3 | | | | |  | | sand | | | | | | |  | 33-80 |Sand, coarse |SP, SW |A-1, A-2, A-3| 0 | 0 |95-100|85-100|20-70  | | sand | | | | | | |  | | | | | | | | | 32B: | | | | | | | | |  Nebish----------| 0-5 |Fine sandy loam|SC-SM, SM |A-4 | 0 | 0-3 |95-100|85-100|55-85  | 5-43 |Loam, clay loam|ML, CL |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 43-80 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 32C: | | | | | | | | |  Nebish----------| 0-7 |Fine sandy loam|SC-SM, SM |A-4 | 0 | 0-3 |95-100|85-100|55-85  | 7-11 |Loamy fine |SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|50-85  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 11-44 |Loam, clay loam|CL, ML |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 44-80 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 32D: | | | | | | | | |  Nebish----------| 0-3 |Fine sandy loam|SC-SM, SM |A-4 | 0 | 0-3 |95-100|85-100|55-85  | 3-22 |Loam, clay loam|CL, ML |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 22-80 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 32E: | | | | | | | | |  Nebish----------| 0-4 |Fine sandy loam|SC-SM, SM |A-4 | 0 | 0-3 |95-100|85-100|55-85  | 4-13 |Loamy fine |SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|50-85  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 13-36 |Loam, clay loam|CL, ML |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 36-80 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 38B: | | | | | | | | |  Waukon----------| 0-8 |Fine sandy loam|SC-SM, SM |A-4 | 0-1 | 0-3 |95-100|90-100|60-70  | 8-12 |Loamy fine |SC-SM, SM |A-2-4, A-4 | 0-1 | 0-3 |95-100|85-100|50-85  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 12-43 |Clay loam, loam|CL |A-7, A-6 | 0-1 | 0-3 |95-100|90-100|75-95  | 43-80 |Loam, clay loam|CL |A-6 | 0-1 | 0-3 |95-100|90-100|70-95  | | | | | | | | | 75: | | | | | | | | |  Bluffton, | | | | | | | | |  depressional---| 0-13 |Loam |CL |A-6, A-7 | 0 | 0 |98-100|85-100|85-95  | 13-40 |Fine sandy |CL, ML, SC, |A-4, A-6 | 0-2 | 0-3 |95-100|85-100|70-90  | | loam, loam, | SM | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 40-80 |Loam, sandy |SM, SC, ML, |A-4, A-6 | 0-2 | 0-5 |90-100|85-100|70-90  | | clay loam, | CL | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 125: | | | | | | | | |  Beltrami--------| 0-6 |Fine sandy loam|SM, SC-SM |A-4 | 0-1 | 0-3 |95-100|85-95 |60-90  | 6-12 |Fine sandy |SC-SM, ML, |A-2, A-4 | 0-1 | 0-3 |95-100|85-95 |60-90  | | loam, loam, | CL-ML, SM | | | | | |  | | loamy sand | | | | | | |  | 12-48 |Loam, sandy |CL |A-6, A-7 | 0-1 | 0-3 |95-100|85-98 |75-95  | | clay loam, | | | | | | |  | | clay loam | | | | | | |  | 48-80 |Loam, clay loam|CL-ML, CL |A-4, A-6 | 0-1 | 1-3 |95-100|85-95 |70-95  | | | | | | | | | 152C: | | | | | | | | |  Milaca----------| 0-4 |Fine sandy loam|SM |A-4 | 0 | 0-2 |90-100|80-100|60-80  | 4-12 |Fine sandy |SM |A-4 | 0 | 0-2 |90-100|80-100|60-80  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 12-20 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |85-95 |75-95 |50-70  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 20-42 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |85-95 |75-95 |50-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 42-80 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |80-95 |70-90 |50-70  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 152E: | | | | | | | | |  Milaca----------| 0-3 |Fine sandy loam|SM |A-4 | 0 | 0-2 |90-100|80-100|60-80  | 3-12 |Fine sandy |SM |A-4 | 0 | 0-2 |90-100|80-100|60-80  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 12-20 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |85-95 |75-95 |50-70  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 20-40 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |85-95 |75-95 |50-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 40-80 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |80-95 |70-90 |50-70  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 158A: | | | | | | | | |  Zimmerman-------| 0-7 |Fine sand |SM, SP-SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 7-80 |Fine sand, |SM, SP, SP-SM|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 158B: | | | | | | | | |  Zimmerman-------| 0-6 |Fine sand |SP-SM, SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 6-80 |Fine sand, |SP-SM, SP, SM|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 158C: | | | | | | | | |  Zimmerman-------| 0-6 |Fine sand |SP-SM, SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 6-80 |Fine sand, |SM, SP, SP-SM|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 158E: | | | | | | | | |  Zimmerman-------| 0-3 |Fine sand |SM, SP-SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 3-80 |Fine sand, |SP, SM, SP-SM|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 161: | | | | | | | | |  Isanti, | | | | | | | | |  depressional---| 0-16 |Fine sandy loam|SM |A-2, A-4 | 0 | 0 | 100 | 100 |75-100 | 16-28 |Fine sand, |SM, SP-SM |A-2 | 0 | 0 | 100 | 100 |85-100 | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 28-80 |Fine sand, sand|SM, SP-SM |A-2, A-3 | 0 | 0 | 100 | 100 |85-100 | | | | | | | | | 162: | | | | | | | | |  Lino------------| 0-8 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 | 100 |95-100 | 8-38 |Fine sand, |SP-SM, SM |A-2 | 0 | 0 | 100 | 100 |95-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | 38-80 |Fine sand, sand|SP-SM, SP, SM|A-2, A-3 | 0 | 0 | 100 | 100 |90-100 | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 164A: | | | | | | | | |  Mora------------| 0-6 |Loam |ML |A-4 | 0-1 | 0-2 |90-100|80-98 |70-95  | 6-15 |Fine sandy |SM, ML |A-4 | 0-1 | 0-2 |90-100|80-98 |70-90  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 15-36 |Fine sandy |ML, SM |A-4 | 0-1 | 0-2 |90-100|80-98 |70-90  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 36-48 |Fine sandy |SM |A-2, A-4 | 0-1 | 0-4 |85-100|75-98 |60-80  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 48-80 |Fine sandy |SM |A-2, A-4 | 0-1 | 0-4 |85-95 |70-90 |60-80  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 165: | | | | | | | | |  Parent----------| 0-15 |Loam |CL, CL-ML, ML|A-4, A-6 | 0-1 | 0-2 |85-95 |75-95 |75-90  | 15-33 |Fine sandy |ML, SM |A-2, A-4 | 0-1 | 0-5 |85-95 |75-95 |55-75  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 33-40 |Fine sandy |SM |A-2, A-4 | 0-5 | 1-12 |75-95 |75-95 |40-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 40-80 |Fine sandy |SM |A-2, A-4 | 0-5 | 1-10 |80-95 |70-90 |40-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 166: | | | | | | | | |  Ronneby---------| 0-4 |Loam |ML |A-4 | 0-1 | 0-5 |95-100|80-95 |75-95  | 4-12 |Sandy loam, |ML, SM |A-4 | 0-1 | 0-5 |85-100|80-95 |60-85  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 12-45 |Fine sandy |ML, CL-ML, |A-4 | 0-1 | 0-5 |85-95 |75-95 |60-85  | | loam, sandy | SC-SM, SM | | | | | |  | | loam, loam | | | | | | |  | 45-56 |Sandy loam, |SM |A-2, A-4 | 0-1 | 0-5 |85-95 |75-95 |60-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 56-80 |Sandy loam, |SM |A-4, A-2 | 0-1 | 0-5 |85-95 |70-90 |60-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 169B: | | | | | | | | |  Braham----------| 0-9 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 |90-100|55-70  | 9-21 |Loamy fine |SP-SM, SM |A-2 | 0 | 0 | 100 |90-100|65-90  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 21-46 |Sandy clay |SC, ML, CL |A-6, A-7 | 0-1 | 0-3 |95-100|85-95 |80-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | clay loam | | | | | | |  | 46-80 |Sandy clay |SC, CL, ML |A-6, A-7 | 0-1 | 0-3 |95-100|85-95 |80-95  | | loam, loam, | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 169C: | | | | | | | | |  Braham----------| 0-8 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 |90-100|55-70  | 8-28 |Loamy fine |SP-SM, SM |A-2 | 0 | 0 | 100 |90-100|65-90  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 28-48 |Sandy clay |ML, SC, CL |A-6, A-7 | 0-1 | 0-3 |95-100|85-95 |80-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | clay loam | | | | | | |  | 48-80 |Sandy clay |SC, CL, ML |A-6, A-7 | 0-1 | 0-3 |95-100|85-95 |80-95  | | loam, loam, | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 169D: | | | | | | | | |  Braham----------| 0-8 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 |90-100|55-70  | 8-32 |Loamy fine |SP-SM, SM |A-2 | 0 | 0 | 100 |90-100|65-90  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 32-55 |Sandy clay |SC, ML, CL |A-6, A-7 | 0-1 | 0-3 |95-100|85-95 |80-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | clay loam | | | | | | |  | 55-80 |Sandy clay |CL, SC, ML |A-6, A-7 | 0-1 | 0-3 |95-100|85-95 |80-95  | | loam, loam, | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 204B: | | | | | | | | |  Cushing---------| 0-6 |Fine sandy loam|SM, ML, CL- |A-1, A-2, A-4| 0 | 0-7 |75-100|75-100|45-95  | | | ML, SC-SM | | | | | |  | 6-22 |Loam, silt |SM, SC-SM, |A-1, A-2, A-4| 0 | 0-7 |75-100|75-100|35-100 | | loam, fine | CL-ML, ML | | | | | |  | | sandy loam | | | | | | |  | 22-44 |Clay loam, |CL, SC |A-2, A-4, | 0 | 0-7 |75-100|75-100|45-95  | | sandy clay | | A-6, A-7 | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 44-80 |Loam, sandy |SM, SC, SC-SM|A-1, A-2, | 0 | 0-7 |75-100|75-100|45-95  | | clay loam, | | A-4, A-6 | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 204C: | | | | | | | | |  Cushing---------| 0-7 |Fine sandy loam|CL-ML, ML, |A-1, A-2, A-4| 0 | 0-7 |75-100|75-100|45-95  | | | SC-SM, SM | | | | | |  | 7-21 |Loam, silt |CL-ML, ML, |A-1, A-2, A-4| 0 | 0-7 |75-100|75-100|35-100 | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 21-44 |Clay loam, |CL, SC |A-2, A-4, | 0 | 0-7 |75-100|75-100|45-95  | | sandy clay | | A-6, A-7 | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 44-80 |Loam, sandy |SC, SC-SM, SM|A-1, A-2, | 0 | 0-7 |75-100|75-100|45-95  | | clay loam, | | A-4, A-6 | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 258B: | | | | | | | | |  Sandberg--------| 0-14 |Loamy coarse |SM, SP-SM |A-1, A-2 | 0 | 0-1 |85-100|80-95 |40-75  | | sand | | | | | | |  | 14-32 |Gravelly loamy |SP-SM, SP |A-2, A-3, A-1| 0-3 | 0-5 |75-95 |50-95 |35-70  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 32-80 |Gravelly coarse|SP-SM, SP, SW|A-1, A-2, A-3| 0-3 | 0-5 |60-95 |50-90 |30-65  | | sand, coarse | | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 258C: | | | | | | | | |  Sandberg--------| 0-11 |Loamy coarse |SP-SM, SM |A-1, A-2 | 0 | 0-1 |85-100|80-95 |40-75  | | sand | | | | | | |  | 11-26 |Gravelly loamy |SP, SP-SM |A-2, A-3, A-1| 0-3 | 0-5 |75-95 |50-95 |35-70  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | loamy sand, | | | | | | |  | | coarse sand | | | | | | |  | 26-80 |Gravelly coarse|SW, SP, SP-SM|A-1, A-2, A-3| 0-3 | 0-5 |60-95 |50-90 |30-65  | | sand, coarse | | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 258E: | | | | | | | | |  Sandberg--------| 0-11 |Loamy coarse |SM, SP-SM |A-1, A-2 | 0 | 0-1 |85-100|80-95 |40-75  | | sand | | | | | | |  | 11-27 |Gravelly loamy |SP-SM, SP |A-2, A-3, A-1| 0-3 | 0-5 |75-95 |50-95 |35-70  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | loamy sand, | | | | | | |  | | coarse sand | | | | | | |  | 27-80 |Gravelly coarse|SP, SW, SP-SM|A-1, A-2, A-3| 0-3 | 0-5 |60-95 |50-90 |30-65  | | sand, coarse | | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 260: | | | | | | | | |  Duelm-----------| 0-16 |Loamy sand |SP-SM, SM |A-1, A-2 | 0 | 0 |90-100|85-100|35-75  | 16-30 |Loamy sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |90-100|85-100|35-75  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-80 |Coarse sand, |SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0 |85-100|75-100|35-75  | | sand | | | | | | |  | | | | | | | | | 261: | | | | | | | | |  Isan, | | | | | | | | |  depressional---| 0-14 |Sandy loam |SC-SM, SM |A-2 | 0 | 0 |95-100|92-100|50-75  | 14-34 |Sand, loamy |SM, SP-SM |A-2 | 0 | 0 |95-100|92-100|50-75  | | sand | | | | | | |  | 34-80 |Sand, coarse |SP, SM |A-1, A-2, A-3| 0 | 0 |85-100|85-100|35-70  | | sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 325: | | | | | | | | |  Prebish, | | | | | | | | |  depressional---| 0-15 |Fine sandy loam|SM |A-4 | 0-1 | 0-2 |90-100|75-95 |55-80  | 15-41 |Sandy loam, |SM |A-2, A-4 | 0-2 | 0-5 |85-95 |75-95 |45-80  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 41-80 |Sandy loam, |SM |A-2 | 0-2 | 0-5 |80-95 |70-90 |55-70  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 341: | | | | | | | | |  Arvilla---------| 0-14 |Sandy loam |SC, SC-SM, SM|A-2, A-4, A-6| 0 | 0 |95-100|90-100|50-80  | 14-20 |Sandy loam, |SC-SM, SM, SC|A-2, A-4, A-6| 0 | 0 |90-100|85-100|50-80  | | loam, coarse | | | | | | |  | | sandy loam | | | | | | |  | 20-80 |Gravelly coarse|SP-SM, SM, |A-1, A-2, A-3| 0 | 0 |35-100|25-100|10-60  | | sand, coarse | GP-GM, GP | | | | | |  | | sand, very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 346: | | | | | | | | |  Talmoon---------| 0-7 |Loam |CL, CL-ML, ML|A-4 | 0 | 0-2 |95-100|85-100|70-100 | 7-12 |Fine sandy |SC-SM, SC, |A-4, A-6 | 0 | 0-2 |95-100|85-100|60-95  | | loam, sandy | CL-ML, CL | | | | | |  | | loam, loam | | | | | | |  | 12-32 |Clay loam, |CL, ML |A-4, A-6, A-7| 0 | 0-2 |95-100|85-100|70-100 | | silty clay | | | | | | |  | | loam, loam | | | | | | |  | 32-80 |Loam, sandy |SC-SM, SC, |A-4, A-6, A-7| 0 | 0-2 |95-100|85-100|75-100 | | clay loam, | CL-ML, CL | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 373: | | | | | | | | |  Renshaw---------| 0-9 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0-5 |95-100|90-100|70-100 | 9-15 |Loam, sandy |SC-SM, SC, |A-4, A-6 | 0 | 0-5 |95-100|55-100|45-90  | | clay loam, | ML, CL | | | | | |  | | gravelly loam | | | | | | |  | 15-80 |Gravelly loamy |SW, SW-SM, |A-1, A-2 | 0 | 0-5 |45-95 |30-80 |10-60  | | sand, very | SM, GW-GM | | | | | |  | | gravelly loamy| | | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 454B: | | | | | | | | |  Mahtomedi-------| 0-9 |Loamy coarse |SM, SC-SM |A-1, A-2 | 0 | 0-2 |95-100|75-90 |40-85  | | sand | | | | | | |  | 9-36 |Sand, coarse |SM, SP-SM |A-1, A-2, A-3| 0 | 0-10 |70-95 |50-90 |30-75  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 36-80 |Sand, coarse |SP, SP-SM, SM|A-1, A-2, A-3| 0 | 0-10 |55-95 |50-90 |30-70  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 454C: | | | | | | | | |  Mahtomedi-------| 0-3 |Loamy coarse |SM, SC-SM |A-1, A-2 | 0 | 0-2 |95-100|75-90 |40-85  | | sand | | | | | | |  | 3-17 |Sand, coarse |SP-SM, SM |A-1, A-2, A-3| 0 | 0-10 |70-95 |50-90 |30-75  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | 17-80 |Sand, coarse |SM, SP-SM, SP|A-1, A-2, A-3| 0 | 0-10 |55-95 |50-90 |30-70  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 540: | | | | | | | | |  Seelyeville-----| 0-10 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 10-80 |Muck, mucky |PT |A-8 | 0 | 0 | --- | --- | ---  | | peat | | | | | | |  | | | | | | | | | 543: | | | | | | | | |  Markey----------| 0-36 |Muck |PT |A-8 | --- | --- | --- | --- | ---  | 36-42 |Fine sand, |SP, SP-SM, SM|A-2, A-3 | 0 | 0 | 100 |75-100|60-75  | | loamy sand, | | | | | | |  | | coarse sand | | | | | | |  | 42-80 |Fine sand, |SP-SM, SM, SP|A-2, A-3 | 0 | 0 | 100 |75-100|60-75  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 544: | | | | | | | | |  Cathro----------| 0-30 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 30-38 |Sandy loam, |SC, CL-ML, |A-4, A-6 | 0 | 0-5 |85-100|75-100|60-100 | | loam | CL, SC-SM | | | | | |  | 38-80 |Sandy loam, |SC-SM, SC, |A-4, A-6 | 0 | 0-5 |85-100|75-100|60-100 | | loam, clay | CL-ML, CL | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 565: | | | | | | | | |  Eckvoll---------| 0-9 |Loamy fine sand|SC-SM, SM |A-2, A-4 | --- | 0-2 |90-100|85-100|45-80  | 9-24 |Fine sand, |SP-SM, SM |A-1, A-2, A-3| --- | 0-2 |90-100|85-100|45-75  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 24-45 |Clay loam, |SC, CL |A-4, A-6, A-7| --- | 0-5 |90-100|85-98 |65-95  | | sandy clay | | | | | | |  | | loam, loam | | | | | | |  | 45-80 |Loam, clay |CL |A-4, A-6, A-7| --- | 0-5 |90-100|85-98 |70-95  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 567: | | | | | | | | |  Verndale--------| 0-10 |Sandy loam |SM |A-2, A-4 | 0 | 0 | 100 |85-100|60-85  | 10-19 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0 |98-100|85-100|60-85  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 19-28 |Sand, coarse |SW, SM |A-2-4, A-3 | 0 | 0 |98-100|85-100|50-65  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 28-80 |Sand, coarse |SW, SP, SP-SM|A-1-b, A-2-4,| 0 | 0 |96-100|75-100|45-60  | | sand | | A-3 | | | | |  | | | | | | | | | 623A: | | | | | | | | |  Pierz-----------| 0-16 |Sandy loam |SC-SM, SM, |A-2-4, A-4 | 0-1 | 0-5 |90-100|75-100|60-85  | | | CL-ML | | | | | |  | 16-29 |Sandy loam, |CL-ML, SC-SM,|A-4, A-6 | 0-3 | 0-5 |80-100|75-90 |45-85  | | loam, fine | SC, CL | | | | | |  | | sandy loam | | | | | | |  | 29-80 |Very gravelly |SP, GW, SW, |A-1, A-2-4, | 0-3 | 0-10 |35-75 |25-75 |20-60  | | coarse sand, | GP | A-3 | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 623B: | | | | | | | | |  Pierz-----------| 0-9 |Sandy loam |SC-SM, SM, |A-2-4, A-4 | 0-1 | 0-5 |90-100|75-100|60-85  | | | CL-ML | | | | | |  | 9-22 |Sandy loam, |CL-ML, SC, |A-4, A-6 | 0-3 | 0-5 |80-100|75-90 |45-85  | | loam, fine | SC-SM, CL | | | | | |  | | sandy loam | | | | | | |  | 22-80 |Very gravelly |GW, GP, SP, |A-1, A-2-4, | 0-3 | 0-10 |35-75 |25-75 |20-60  | | coarse sand, | SW | A-3 | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 708: | | | | | | | | |  Rushlake--------| 0-9 |Coarse sand |SM, SP-SM, SP|A-1-b, A-2-4,| 0 | 0 |95-100|75-100|10-55  | | | | A-3 | | | | |  | 9-80 |Gravelly sand, |SP, SP-SM |A-1-b, A-3 | 0 | 0-3 |55-95 |50-90 |15-60  | | gravelly loamy| | | | | | |  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 730A: | | | | | | | | |  Sanburn---------| 0-6 |Fine sandy loam|SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|65-85  | 6-18 |Sandy loam, |SC-SM, SC, SM|A-2, A-4, A-6| 0-1 | 0-10 |75-100|65-90 |45-90  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 18-80 |Sand, coarse |SP |A-1 | 0-1 | 0-10 |65-90 |45-90 |15-50  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 730B: | | | | | | | | |  Sanburn---------| 0-5 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|65-85  | 5-19 |Sandy loam, |SC-SM, SM, SC|A-2, A-4, A-6| 0-1 | 0-10 |75-100|65-90 |45-90  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 19-80 |Sand, coarse |SP |A-1 | 0-1 | 0-10 |65-90 |45-90 |15-50  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 732B: | | | | | | | | |  Bushville-------| 0-8 |Fine sand |SM, SP-SM |A-2-4 | 0 | 0 | 100 |95-100|55-85  | 8-28 |Fine sand, |SM, SP-SM |A-2-4 | 0 | 0 | 100 |95-100|55-85  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 28-33 |Fine sandy |SC-SM, SC |A-4 | 0-2 | 0-3 |85-95 |80-95 |55-75  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 33-43 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-2 | 0-3 |85-95 |80-95 |50-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 43-80 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-2 | 0-3 |85-95 |80-95 |50-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 768: | | | | | | | | |  Mosford---------| 0-12 |Sandy loam |SM |A-2-4, A-4 | 0 | 0 | 100 |85-100|50-85  | 12-16 |Sandy loam, |SM |A-4, A-2-4 | 0 | 0 | 100 |85-100|55-85  | | coarse sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 16-21 |Coarse sand, |SP, SP-SM |A-2-4, A-3 | 0 | 0 | 100 |85-100|45-65  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 21-80 |Coarse sand, |SP, SP-SM, SW|A-1, A-3 | 0 | 0 |95-100|50-100|45-75  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 771: | | | | | | | | |  Elkriver, rarely| | | | | | | | |  flooded--------| 0-10 |Fine sandy loam|ML, SM |A-4 | 0 | 0 | 100 |85-100|50-95  | 10-35 |Fine sandy |SM, ML |A-4 | 0 | 0 | 100 |85-100|65-95  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 35-39 |Very fine sandy|ML, SM |A-4 | 0 | 0 | 100 |85-100|65-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-80 |Fine sand, |SP, SP-SM, SM|A-1-b, A-2-4,| 0 | 0 |95-100|65-100|40-75  | | sand, gravelly| | A-3 | | | | |  | | sand | | | | | | |  | | | | | | | | | 799: | | | | | | | | |  Seelyeville, | | | | | | | | |  frequently | | | | | | | | |  flooded--------| 0-12 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 12-80 |Muck, mucky |PT |A-8 | 0 | 0 | --- | --- | ---  | | peat | | | | | | |  | | | | | | | | |  Bowstring, | | | | | | | | |  frequently | | | | | | | | |  flooded--------| 0-38 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 38-47 |Stratified fine|SP-SM, SM, |A-2 | 0 | 0 | 100 | 100 |50-85  | | sand to fine | SC-SM | | | | | |  | | sandy loam | | | | | | |  | 47-80 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | | | | | | | | | 1013: | | | | | | | | |  Pits. | | | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1015: | | | | | | | | |  Udipsamments. | | | | | | | | |  | | | | | | | | | 1016: | | | | | | | | |  Udorthents. | | | | | | | | |  | | | | | | | | | 1028: | | | | | | | | |  Udorthents. | | | | | | | | |  | | | | | | | | |  Pits, gravel. | | | | | | | | |  | | | | | | | | | 1109: | | | | | | | | |  Isanti----------| 0-16 |Loamy fine sand|SM, SP-SM |A-2, A-3 | 0 | 0 | 100 | 100 |75-100 | 16-23 |Fine sand, |SM, SP-SM |A-2 | 0 | 0 | 100 | 100 |85-100 | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 23-80 |Fine sand, sand|SM, SP-SM |A-2, A-3 | 0 | 0 | 100 | 100 |85-100 | | | | | | | | | 1110: | | | | | | | | |  Isan------------| 0-18 |Sandy loam |SC-SM, SM |A-2 | 0 | 0 |95-100|92-100|50-75  | 18-29 |Sand, loamy |SP-SM, SM |A-2 | 0 | 0 |95-100|92-100|50-75  | | sand | | | | | | |  | 29-80 |Sand, coarse |SP, SM |A-1, A-2, A-3| 0 | 0 |85-100|85-100|35-70  | | sand | | | | | | |  | | | | | | | | | 1223: | | | | | | | | |  Sandberg--------| 0-11 |Loamy coarse |SP-SM, SM |A-1, A-2 | 0 | 0-1 |85-100|80-95 |40-75  | | sand | | | | | | |  | 11-35 |Gravelly loamy |SP-SM, SP |A-2, A-3, A-1| 0-3 | 0-5 |75-95 |50-95 |35-70  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 35-80 |Gravelly coarse|SP-SM, SP, SW|A-1, A-2, A-3| 0-3 | 0-5 |60-95 |50-90 |30-65  | | sand, coarse | | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | |  Arvilla---------| 0-14 |Coarse sandy |SC-SM, SM, SC|A-2, A-4, A-6| 0 | 0 |95-100|90-100|50-80  | | loam | | | | | | |  | 14-17 |Sandy loam, |SC-SM, SC, SM|A-2, A-4, A-6| 0 | 0 |90-100|85-100|50-80  | | loam, coarse | | | | | | |  | | sandy loam | | | | | | |  | 17-80 |Gravelly coarse|GP, SP-SM, |A-1, A-2, A-3| 0 | 0 |35-100|25-100|10-60  | | sand, coarse | SM, GP-GM | | | | | |  | | sand, very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1224: | | | | | | | | |  Hubbard---------| 0-11 |Loamy coarse |SM, SP-SM |A-2 | 0 | 0 |98-100|95-100|50-80  | | sand | | | | | | |  | 11-27 |Sand, coarse |SP-SM |A-1, A-2-4, | 0 | 0 |98-100|95-100|25-75  | | sand, loamy | | A-3 | | | | |  | | sand | | | | | | |  | 27-80 |Sand, coarse |SW, SP |A-1, A-2, A-3| 0 | 0 |95-100|85-100|20-70  | | sand | | | | | | |  | | | | | | | | |  Verndale--------| 0-10 |Coarse sandy |SM |A-2, A-4 | 0 | 0 | 100 |85-100|60-85  | | loam | | | | | | |  | 10-16 |Coarse sandy |SC-SM, SM |A-2-4, A-4 | 0 | 0 |98-100|85-100|60-85  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 16-45 |Sand, coarse |SM, SW |A-2-4, A-3 | 0 | 0 |98-100|85-100|50-65  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 45-80 |Sand, coarse |SP-SM, SW, SP|A-3, A-1-b, | 0 | 0 |96-100|75-100|45-60  | | sand | | A-2-4 | | | | |  | | | | | | | | | 1231: | | | | | | | | |  Hubbard---------| 0-13 |Loamy sand |SP-SM, SM |A-2 | 0 | 0 |98-100|95-100|50-80  | 13-19 |Sand, coarse |SP-SM |A-1, A-2-4, | 0 | 0 |98-100|95-100|25-75  | | sand, loamy | | A-3 | | | | |  | | sand | | | | | | |  | 19-80 |Sand, coarse |SW, SP |A-1, A-2, A-3| 0 | 0 |95-100|85-100|20-70  | | sand | | | | | | |  | | | | | | | | |  Mosford---------| 0-13 |Sandy loam |SM |A-2-4, A-4 | 0 | 0 | 100 |85-100|50-85  | 13-16 |Sandy loam, |SM |A-4, A-2-4 | 0 | 0 | 100 |85-100|55-85  | | coarse sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 16-35 |Coarse sand, |SP-SM, SP |A-2-4, A-3 | 0 | 0 | 100 |85-100|45-65  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 35-80 |Coarse sand, |SP, SP-SM, SW|A-1, A-3 | 0 | 0 |95-100|50-100|45-75  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1253B: | | | | | | | | |  Stonelake-------| 0-4 |Gravelly loamy |SM, SP |A-1, A-2-4 | 0 | 0-10 |55-90 |55-70 |10-60  | | sand | | | | | | |  | 4-11 |Very gravelly |SW, SP, GW, |A-1 | 0 | 0-10 |35-75 |15-45 |10-30  | | coarse sand, | GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | coarse sand | | | | | | |  | 11-24 |Very gravelly |SP, GW, GP, |A-1 | 0 | 0-10 |20-60 |15-45 | 5-25  | | coarse sand, | SW | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 24-80 |Very gravelly |GP, SP, SW, |A-1 | 0 | 0-10 |20-85 |15-85 | 5-25  | | coarse sand, | GW | | | | | |  | | gravelly sand,| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Sanburn---------| 0-5 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|65-85  | 5-20 |Sandy loam, |SM, SC-SM, SC|A-2, A-4, A-6| 0-1 | 0-10 |75-100|65-90 |45-90  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 20-80 |Sand, coarse |SP |A-1 | 0-1 | 0-10 |65-90 |45-90 |15-50  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 1253C: | | | | | | | | |  Stonelake-------| 0-5 |Gravelly loamy |SM, SP |A-1, A-2-4 | 0 | 0-10 |55-90 |55-70 |10-60  | | coarse sand | | | | | | |  | 5-16 |Very gravelly |SW, SP, GW, |A-1 | 0 | 0-10 |20-60 |15-45 | 5-25  | | coarse sand, | GP | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 16-80 |Very gravelly |SW, SP, GP, |A-1 | 0 | 0-10 |20-85 |15-85 | 5-25  | | coarse sand, | GW | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1253C: | | | | | | | | |  Sanburn---------| 0-8 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|65-85  | 8-17 |Sandy loam, |SM, SC-SM, SC|A-2, A-4, A-6| 0-1 | 0-10 |75-100|65-90 |45-90  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 17-80 |Sand, coarse |SP |A-1 | 0-1 | 0-10 |65-90 |45-90 |15-50  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 1253E: | | | | | | | | |  Stonelake-------| 0-2 |Loamy coarse |SM, SP |A-1, A-2-4 | 0 | 0 |80-100|75-85 |10-60  | | sand | | | | | | |  | 2-8 |Very gravelly |GP, GW, SW, |A-1 | 0 | 0-10 |35-75 |15-45 |10-30  | | coarse sand, | SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 8-16 |Very gravelly |SW, GP, GW, |A-1 | 0 | 0-10 |20-60 |15-45 | 5-25  | | coarse sand, | SP | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 16-80 |Very gravelly |SP, SW, GW, |A-1 | 0 | 0-10 |20-85 |15-85 | 5-25  | | coarse sand, | GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Sanburn---------| 0-5 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|65-85  | 5-14 |Sandy loam, |SC, SC-SM, SM|A-2, A-4, A-6| 0-1 | 0-10 |75-100|65-90 |45-90  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 14-80 |Sand, coarse |SP |A-1 | 0-1 | 0-10 |65-90 |45-90 |15-50  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1254: | | | | | | | | |  Ricelake--------| 0-9 |Fine sandy loam|SM |A-4 | 0 | 0 | 100 |95-100|70-85  | 9-27 |Loamy fine |SM |A-2 | 0 | 0 | 100 |95-100|55-95  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 27-48 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0 | 100 |95-100|60-95  | | loam, sandy | SC-SM, SM | | | | | |  | | loam, loam | | | | | | |  | 48-80 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 |85-95 |75-90  | | | | | | | | | 1255: | | | | | | | | |  Elkriver, | | | | | | | | |  occasionally | | | | | | | | |  flooded--------| 0-10 |Fine sandy loam|ML, SM |A-4 | 0 | 0 | 100 |85-100|50-95  | 10-26 |Fine sandy |ML, SM |A-4 | 0 | 0 | 100 |85-100|65-95  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 26-32 |Very fine sandy|ML, SM |A-4 | 0 | 0 | 100 |85-100|65-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 32-80 |Loamy fine |SP, SM, SP-SM|A-1-b, A-2-4,| 0 | 0 |95-100|65-100|35-70  | | sand, sand, | | A-3 | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 1256: | | | | | | | | |  Cantlin---------| 0-8 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 | 100 |95-100 | 8-22 |Fine sand, |SM, SP-SM |A-2 | 0 | 0 | 100 | 100 |95-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | 22-80 |Fine sand, sand|SM, SP, SP-SM|A-2, A-3 | 0 | 0 | 100 | 100 |90-100 | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1257: | | | | | | | | |  Elkriver, rarely| | | | | | | | |  flooded--------| 0-11 |Fine sandy loam|ML, SM |A-4 | 0 | 0 | 100 |85-100|50-95  | 11-20 |Fine sandy |SM, ML |A-4 | 0 | 0 | 100 |85-100|65-95  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 20-34 |Very fine sandy|SM, ML |A-4 | 0 | 0 | 100 |85-100|65-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 34-80 |Fine sand, |SP, SP-SM, SM|A-1-b, A-2-4,| 0 | 0 |95-100|65-100|40-75  | | sand, gravelly| | A-3 | | | | |  | | sand | | | | | | |  | | | | | | | | |  Mosford, rarely | | | | | | | | |  flooded--------| 0-11 |Fine sandy loam|SM |A-2-4, A-4 | 0 | 0 | 100 |85-100|50-85  | 11-16 |Sandy loam, |SM |A-4, A-2-4 | 0 | 0 | 100 |85-100|55-85  | | coarse sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 16-25 |Coarse sand, |SP-SM, SP |A-2-4, A-3 | 0 | 0 | 100 |85-100|45-65  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 25-80 |Coarse sand, |SP-SM, SW, SP|A-1, A-3 | 0 | 0 |95-100|50-100|45-75  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 1258B: | | | | | | | | |  Zimmerman, thick| | | | | | | | |  solum----------| 0-2 |Fine sand |SP-SM, SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 2-62 |Fine sand |SP-SM, SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 62-80 |Fine sand, |SM, SP-SM, SP|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 1258C: | | | | | | | | |  Zimmerman, thick| | | | | | | | |  solum----------| 0-3 |Fine sand |SP-SM, SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 3-70 |Fine sand |SP-SM, SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 70-80 |Fine sand, |SP-SM, SP, SM|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1258E: | | | | | | | | |  Zimmerman, thick| | | | | | | | |  solum----------| 0-2 |Fine sand |SM, SP-SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 2-62 |Fine sand |SM, SP-SM |A-2 | 0 | 0 | 100 |95-100|95-100 | 62-80 |Fine sand, |SP-SM, SP, SM|A-2, A-3 | 0 | 0 | 100 |95-100|70-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 1260B: | | | | | | | | |  Stonelake-------| 0-8 |Loamy coarse |SP-SM |A-1, A-2 | 0 | 0-5 |85-100|80-95 |40-70  | | sand | | | | | | |  | 8-30 |Very gravelly |SW, GP, GW, |A-1 | 0 | 0-10 |20-60 |15-45 | 5-25  | | coarse sand, | SP | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 30-80 |Very gravelly |GW, GP, SP, |A-1 | 0 | 0-10 |20-85 |15-85 | 5-25  | | coarse sand, | SW | | | | | |  | | gravelly sand,| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Nebish----------| 0-6 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|55-85  | 6-9 |Loamy fine |SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|50-85  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 9-43 |Loam, clay loam|ML, CL |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 43-80 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number- component name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1260C: | | | | | | | | |  Stonelake-------| 0-7 |Loamy sand |SP-SM |A-1, A-2 | 0 | 0-5 |85-100|80-95 |40-70  | 7-20 |Very gravelly |GW, SP-SM, SW|A-1 | 0 | 0-10 |35-75 |15-45 |15-30  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 20-42 |Very gravelly |SW, GP, GW, |A-1 | 0 | 0-10 |20-60 |15-45 | 5-25  | | coarse sand, | SP | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 42-80 |Very gravelly |SP-SM, GW, |A-1 | 0 | 0-10 |20-85 |15-85 | 5-25  | | coarse sand, | SP, GP | | | | | |  | | gravelly sand,| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Nebish----------| 0-3 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|55-85  | 3-10 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|50-85  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 10-29 |Loam, clay loam|ML, CL |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 29-80 |Loam, clay |CL-ML, CL |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1260E: | | | | | | | | |  Stonelake-------| 0-5 |Gravelly coarse|SM, SP |A-1, A-2-4 | 0 | 0-10 |55-90 |55-70 |10-60  | | sandy loam | | | | | | |  | 5-11 |Very gravelly |SP, SW, GW |A-1 | 0 | 0-10 |35-75 |15-45 |15-30  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | coarse sand | | | | | | |  | 11-20 |Very gravelly |SW, SP, GP, |A-1 | 0 | 0-10 |20-60 |15-45 | 5-25  | | coarse sand, | GW | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 20-80 |Very gravelly |SP-SM, GP, |A-1 | 0 | 0-10 |20-85 |15-85 | 5-25  | | coarse sand, | GW, SP | | | | | |  | | gravelly sand,| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Nebish----------| 0-5 |Fine sandy loam|SM, SC-SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|55-85  | 5-9 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0-3 |95-100|85-100|50-85  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 9-27 |Loam, clay loam|CL, ML |A-6, A-7 | 0 | 0-3 |95-100|85-100|70-95  | 27-80 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-3 |95-100|85-100|70-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 1270B: | | | | | | | | |  Milaca, | | | | | | | | |  moderately wet | 0-6 |Fine sandy loam|SM |A-4 | 0 | 0-2 |90-100|80-100|60-80  | 6-19 |Fine sandy |SM |A-4 | 0 | 0-2 |90-100|80-100|60-80  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-28 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |85-95 |75-95 |50-70  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 28-45 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |85-95 |75-95 |50-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 45-80 |Sandy loam, |SM |A-2, A-4 | 0 | 0-5 |80-95 |70-90 |50-70  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol and | Depth | USDA texture |___________________________|_____________| sieve number--  component name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1288: | | | | | | | | |  Seelyeville, | | | | | | | | |  ponded---------| 0-15 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 15-80 |Muck, mucky |PT |A-8 | 0 | 0 | --- | --- | ---  | | peat | | | | | | |  | | | | | | | | |  Markey, ponded--| 0-27 |Muck |PT |A-8 | --- | --- | --- | --- | ---  | 27-32 |Fine sand, |SM, SP-SM, SP|A-2, A-3 | 0 | 0 | 100 |75-100|60-75  | | loamy sand, | | | | | | |  | | coarse sand | | | | | | |  | 32-80 |Fine sand, |SP-SM, SP, SM|A-2, A-3 | 0 | 0 | 100 |75-100|60-75  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 1356: | | | | | | | | |  Water, | | | | | | | | |  miscellaneous. | | | | | | | | |  | | | | | | | | | 1946: | | | | | | | | |  Fordum, | | | | | | | | |  frequently | | | | | | | | |  flooded--------| 0-7 |Fine sandy loam|SC-SM, CL-ML,|A-4, A-1, A-2| 0 | 0-5 |80-100|75-100|45-95  | | | SM | | | | | |  | 7-28 |Silt loam, |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-5 |30-100|25-100|20-100 | | sandy loam, | SM | | | | | |  | | gravelly loam | | | | | | |  | 28-80 |Sand, very |SP, SM, GP |A-1, A-2, A-3| 0 | 0-5 |30-100|25-100| 7-95  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | | | | | | | | |  Winterfield, | | | | | | | | |  frequently | | | | | | | | |  flooded--------| 0-8 |Loamy fine sand|SM, SC-SM |A-2-4, A-4 | 0 | 0 | 100 |95-100|50-90  | 8-20 |Sand, coarse |SP-SM, SP, |A-2-4, A-3, | 0 | 0 | 100 |95-100|50-90  | | sand, loamy | SM, SC-SM | A-4 | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 20-80 |Sand, gravelly |SP-SM, SP, SM|A-1-b, A-2-4,| 0 | 0 |85-100|70-100|35-80  | | sand, loamy | | A-3 | | | | |  | | fine sand | | | | | | |  | | | | | | | | | W: | | | | | | | | |  Water. | | | | | | | | |  | | | | | | | | | ________________________________________________________________________________________________________
212 Soil Survey of

Table 18.--Physical Properties of the Soils

(Entries under "Erosion factors--T" apply to the entire profile. Entries under "Wind erodibility group" and "Wind

 erodibility index" apply only to the surface layer. Absence of an entry indicates that data were not estimated.)

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

7A: | | | | | | | | | | | |

 Hubbard---------------| 0-20 | 4-10|1.45-1.60| 6-20 |0.08-0.12| 0.0-2.9 | 2.0-4.0 | .15 | .15 | 5 | 2 | 134

 | 20-32 | 1-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-80 | 0-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

7B: | | | | | | | | | | | |

 Hubbard---------------| 0-18 | 4-10|1.45-1.60| 6-20 |0.08-0.12| 0.0-2.9 | 2.0-4.0 | .15 | .15 | 5 | 2 | 134

 | 18-23 | 1-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 23-80 | 0-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

7C: | | | | | | | | | | | |

 Hubbard---------------| 0-12 | 4-10|1.45-1.60| 6-20 |0.08-0.12| 0.0-2.9 | 2.0-4.0 | .15 | .15 | 5 | 2 | 134

 | 12-33 | 1-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 33-80 | 0-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

32B: | | | | | | | | | | | |

 Nebish----------------| 0-5 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 5-43 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 43-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

32C: | | | | | | | | | | | |

 Nebish----------------| 0-7 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 7-11 | 5-12|1.40-1.65| 2-6 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 11-44 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 44-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

32D: | | | | | | | | | | | |

 Nebish----------------| 0-3 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 3-22 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 22-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

32E: | | | | | | | | | | | |

 Nebish----------------| 0-4 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 4-13 | 5-12|1.40-1.65| 2-6 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 13-36 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 36-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

38B: | | | | | | | | | | | |

 Waukon----------------| 0-8 | 4-16|1.45-1.60| 2-6 |0.13-0.15| 0.0-2.9 | 2.0-5.0 | .24 | .24 | 5 | 3 | 86

 | 8-12 | 5-12|1.40-1.65| 2-6 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-43 | 18-35|1.40-1.60| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 43-80 | 18-30|1.45-1.65| 0.6-2 |0.15-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

75: | | | | | | | | | | | |

 Bluffton, depressional| 0-13 | 14-25|1.25-1.40| 0.6-2 |0.20-0.24| 0.0-2.9 | 3.0-7.0 | .28 | .28 | 5 | 5 | 56

 | 13-40 | 18-30|1.45-1.55| 0.1-2 |0.15-0.17| 0.0-2.9 | 0.5-2.0 | .28 | .28 | | |

 | 40-80 | 18-30|1.50-1.65| 0.1-0.6 |0.15-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

125: | | | | | | | | | | | |

 Beltrami--------------| 0-6 | 5-12|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 6-12 | 5-15|1.40-1.65| 0.6-6 |0.11-0.19| 0.0-2.9 | 1.0-3.0 | .32 | .32 | | |

 | 12-48 | 18-35|1.50-1.65| 0.1-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 48-80 | 18-30|1.50-1.70| 0.6-2 |0.15-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |
Sherburne County, Minnesota 213

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

152C: | | | | | | | | | | | |

 Milaca----------------| 0-4 | 8-15|1.40-1.60| 2-6 |0.13-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28 | 4 | 3 | 86

 | 4-12 | 8-15|1.40-1.60| 2-6 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 12-20 | 8-18|1.45-1.65| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 20-42 | 5-18|1.65-1.75| 0.0-0.1 |0.00-0.08| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 42-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

152E: | | | | | | | | | | | |

 Milaca----------------| 0-3 | 8-15|1.40-1.60| 2-6 |0.13-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28 | 4 | 3 | 86

 | 3-12 | 8-15|1.40-1.60| 2-6 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 12-20 | 8-18|1.45-1.65| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 20-40 | 5-18|1.65-1.75| 0.0-0.1 |0.00-0.08| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 40-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

158A: | | | | | | | | | | | |

 Zimmerman-------------| 0-7 | 2-6 |1.45-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 7-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

158B: | | | | | | | | | | | |

 Zimmerman-------------| 0-6 | 2-6 |1.45-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 6-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

158C: | | | | | | | | | | | |

 Zimmerman-------------| 0-6 | 2-6 |1.45-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 6-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

158E: | | | | | | | | | | | |

 Zimmerman-------------| 0-3 | 2-6 |1.45-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 3-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

161: | | | | | | | | | | | |

 Isanti, depressional--| 0-16 | 5-12|1.30-1.50| 2-20 |0.13-0.18| 0.0-2.9 | 3.0-15 | .20 | .20 | 3 | 3 | 86

 | 16-28 | 2-10|1.45-1.65| 6-20 |0.06-0.08| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 28-80 | 1-5 |1.50-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

162: | | | | | | | | | | | |

 Lino------------------| 0-8 | 2-10|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 2 | 134

 | 8-38 | 2-10|1.50-1.70| 6-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 38-80 | 2-5 |1.55-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

164A: | | | | | | | | | | | |

 Mora------------------| 0-6 | 6-18|1.30-1.60| 0.6-2 |0.17-0.20| 0.0-2.9 | 0.5-3.0 | .28 | .28 | 4 | 5 | 56

 | 6-15 | 6-18|1.40-1.70| 0.6-6 |0.14-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 15-36 | 8-18|1.50-1.65| 0.6-2 |0.15-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 36-48 | 5-18|1.65-1.75| 0.0-0.1 |0.00-0.08| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 48-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

165: | | | | | | | | | | | |

 Parent----------------| 0-15 | 12-27|1.30-1.45| 0.6-2 |0.20-0.22| 0.0-2.9 | 4.0-7.0 | .32 | .32 | 4 | 5 | 56

 | 15-33 | 5-18|1.50-1.65| 0.6-2 |0.12-0.17| 0.0-2.9 | 1.0-4.0 | .28 | .28 | | |

 | 33-40 | 5-18|1.65-1.75| 0.0-0.1 |0.00-0.08| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 40-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

166: | | | | | | | | | | | |

 Ronneby---------------| 0-4 | 5-18|1.30-1.60| 0.6-2 |0.18-0.23| 0.0-2.9 | 3.0-8.0 | .32 | .32 | 4 | 5 | 56

 | 4-12 | 5-18|1.40-1.65| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.5-2.0 | .28 | .28 | | |

 | 12-45 | 6-18|1.40-1.65| 0.6-2 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .28 | .28 | | |

 | 45-56 | 5-18|1.65-1.80| 0.0-0.1 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 56-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |
214 Soil Survey of

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

169B: | | | | | | | | | | | |

 Braham----------------| 0-9 | 2-8 |1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .17 | .17 | 5 | 2 | 134

 | 9-21 | 2-8 |1.45-1.60| 6-20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 21-46 | 18-30|1.50-1.70| 0.2-2 |0.15-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | 46-80 | 16-30|1.55-1.75| 0.6-2 |0.15-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

169C: | | | | | | | | | | | |

 Braham----------------| 0-8 | 2-8 |1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .17 | .17 | 5 | 2 | 134

 | 8-28 | 2-8 |1.45-1.60| 6-20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 28-48 | 18-30|1.50-1.70| 0.2-2 |0.15-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | 48-80 | 16-30|1.55-1.75| 0.6-2 |0.15-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

169D: | | | | | | | | | | | |

 Braham----------------| 0-8 | 2-8 |1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .17 | .17 | 5 | 2 | 134

 | 8-32 | 2-8 |1.45-1.60| 6-20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 32-55 | 18-30|1.50-1.70| 0.2-2 |0.15-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | 55-80 | 16-30|1.55-1.75| 0.6-2 |0.15-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

204B: | | | | | | | | | | | |

 Cushing---------------| 0-6 | 6-14|1.35-1.65| 0.6-2 |0.10-0.22| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 6-22 | 4-16|1.55-1.65| 0.6-2 |0.10-0.22| 0.0-2.9 | 0.1-1.0 | .32 | .32 | | |

 | 22-44 | 18-35|1.55-1.70| 0.6-2 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 44-80 | 8-21|1.45-1.80| 0.1-0.6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

204C: | | | | | | | | | | | |

 Cushing---------------| 0-7 | 6-14|1.35-1.65| 0.6-2 |0.10-0.22| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 7-21 | 4-16|1.55-1.65| 0.6-2 |0.10-0.22| 0.0-2.9 | 0.1-1.0 | .32 | .32 | | |

 | 21-44 | 18-35|1.55-1.70| 0.6-2 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 44-80 | 8-21|1.45-1.80| 0.1-0.6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

258B: | | | | | | | | | | | |

 Sandberg--------------| 0-14 | 2-10|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .15 | .15 | 5 | 2 | 134

 | 14-32 | 0-10|1.50-1.65| 6-20 |0.03-0.10| 0.0-2.9 | 0.5-1.0 | .05 | .10 | | |

 | 32-80 | 0-5 |1.50-1.65| 20-40 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

258C: | | | | | | | | | | | |

 Sandberg--------------| 0-11 | 2-10|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .15 | .15 | 5 | 2 | 134

 | 11-26 | 0-10|1.50-1.65| 6-20 |0.03-0.10| 0.0-2.9 | 0.5-1.0 | .05 | .10 | | |

 | 26-80 | 0-5 |1.50-1.65| 20-40 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

258E: | | | | | | | | | | | |

 Sandberg--------------| 0-11 | 2-10|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .15 | .15 | 5 | 2 | 134

 | 11-27 | 0-10|1.50-1.65| 6-20 |0.03-0.10| 0.0-2.9 | 0.5-1.0 | .05 | .10 | | |

 | 27-80 | 0-5 |1.50-1.65| 20-40 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

260: | | | | | | | | | | | |

 Duelm-----------------| 0-16 | 2-10|1.40-1.60| 6-20 |0.08-0.12| 0.0-2.9 | 2.0-6.0 | .17 | .17 | 5 | 2 | 134

 | 16-30 | 1-8 |1.55-1.65| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 30-80 | 0-6 |1.55-1.65| 6-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

261: | | | | | | | | | | | |

 Isan, depressional----| 0-14 | 5-14|1.30-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 3.0-10 | .20 | .20 | 3 | 3 | 86

 | 14-34 | 2-8 |1.50-1.65| 6-20 |0.06-0.10| 0.0-2.9 | 0.5-3.0 | .17 | .17 | | |

 | 34-80 | 1-5 |1.55-1.70| 6-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

325: | | | | | | | | | | | |

 Prebish, depressional | 0-15 | 5-20|1.35-1.55| 2-6 |0.16-0.18| 0.0-2.9 | 4.0-8.0 | .20 | .20 | 4 | 3 | 86

 | 15-41 | 5-18|1.50-1.70| 0.1-2 |0.14-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 41-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |
Sherburne County, Minnesota 215

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

341: | | | | | | | | | | | |

 Arvilla---------------| 0-14 | 6-18|1.40-1.60| 2-6 |0.13-0.15| 0.0-2.9 | 1.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 14-20 | 6-18|1.40-1.60| 2-6 |0.11-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | | |

 | 20-80 | 2-10|1.40-1.60| 6-20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .20 | | |

 | | | | | | | | | | | |

346: | | | | | | | | | | | |

 Talmoon---------------| 0-7 | 8-20|1.10-1.35| 0.6-2 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .28 | .28 | 5 | 5 | 56

 | 7-12 | 15-27|1.20-1.40| 0.6-2 |0.13-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 12-32 | 22-35|1.40-1.60| 0.1-0.6 |0.16-0.19| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | 32-80 | 18-30|1.40-1.60| 0.1-0.6 |0.15-0.19| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

373: | | | | | | | | | | | |

 Renshaw---------------| 0-9 | 20-26|1.20-1.30| 0.6-2 |0.18-0.20| 0.0-2.9 | 2.0-4.0 | .28 | .28 | 3 | 6 | 48

 | 9-15 | 18-27|1.30-1.45| 0.6-6 |0.11-0.18| 0.0-2.9 | 0.0-1.0 | .28 | .32 | | |

 | 15-80 | 0-5 |1.45-1.65| 6-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .24 | | |

 | | | | | | | | | | | |

454B: | | | | | | | | | | | |

 Mahtomedi-------------| 0-9 | 2-15|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .15 | .15 | 5 | 2 | 134

 | 9-36 | 0-10|1.45-1.75| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 36-80 | 0-10|1.45-1.75| 6-20 |0.04-0.09| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

454C: | | | | | | | | | | | |

 Mahtomedi-------------| 0-3 | 2-15|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .15 | .15 | 5 | 2 | 134

 | 3-17 | 0-10|1.45-1.75| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 17-80 | 0-10|1.45-1.75| 6-20 |0.04-0.09| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

540: | | | | | | | | | | | |

 Seelyeville-----------| 0-10 | --- |0.10-0.25| 0.2-6 |0.35-0.45| --- | 25-99 | --- | --- | 3 | 2 | 134

 | 10-80 | --- |0.10-0.25| 0.2-6 |0.35-0.45| --- | 25-99 | --- | --- | | |

 | | | | | | | | | | | |

543: | | | | | | | | | | | |

 Markey----------------| 0-36 | --- |0.15-0.45| 0.2-6 |0.35-0.45| --- | 55-85 | --- | --- | 2 | 2 | 134

 | 36-42 | 0-10|1.40-1.65| 6-20 |0.03-0.08| 0.0-2.9 | 1.0-4.0 | .15 | .15 | | |

 | 42-80 | 0-10|1.40-1.65| 6-20 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

544: | | | | | | | | | | | |

 Cathro----------------| 0-30 | --- |0.28-0.45| 0.1-6 |0.45-0.55| --- | 60-85 | --- | --- | 2 | 2 | 134

 | 30-38 | 7-25|1.50-1.70| 0.1-2 |0.11-0.22| 0.0-2.9 | 2.0-8.0 | .20 | .24 | | |

 | 38-80 | 10-30|1.50-1.70| 0.1-2 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .20 | .24 | | |

 | | | | | | | | | | | |

565: | | | | | | | | | | | |

 Eckvoll---------------| 0-9 | 5-9 |1.30-1.70| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .17 | .17 | 5 | 2 | 134

 | 9-24 | 2-9 |1.30-1.70| 6-20 |0.06-0.08| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | 24-45 | 18-35|1.40-1.70| 0.1-2 |0.16-0.18| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | 45-80 | 16-32|1.30-1.70| 0.1-2 |0.17-0.19| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

567: | | | | | | | | | | | |

 Verndale--------------| 0-10 | 7-12|1.50-1.70| 2-6 |0.13-0.17| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 10-19 | 7-18|1.60-1.70| 0.6-2 |0.14-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 19-28 | 2-6 |1.45-1.60| 6-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 28-80 | 0-4 |1.45-1.60| 6-20 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

623A: | | | | | | | | | | | |

 Pierz-----------------| 0-16 | 4-18|1.40-1.55| 2-6 |0.13-0.17| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 4 | 3 | 86

 | 16-29 | 10-18|1.45-1.65| 0.6-6 |0.16-0.20| 0.0-2.9 | 0.5-1.0 | .28 | .28 | | |

 | 29-80 | 0-5 |1.55-1.65| 20-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

623B: | | | | | | | | | | | |

 Pierz-----------------| 0-9 | 4-18|1.40-1.55| 2-6 |0.13-0.17| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 4 | 3 | 86

 | 9-22 | 10-18|1.45-1.65| 0.6-6 |0.16-0.20| 0.0-2.9 | 0.5-1.0 | .28 | .28 | | |

 | 22-80 | 0-5 |1.55-1.65| 20-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
216 Soil Survey of

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

708: | | | | | | | | | | | |

 Rushlake--------------| 0-9 | 1-5 |1.50-1.70| 6-20 |0.04-0.07| 0.0-2.9 | 0.5-4.0 | .15 | .15 | 5 | 1 | 160

 | 9-80 | 1-10|1.50-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

730A: | | | | | | | | | | | |

 Sanburn---------------| 0-6 | 4-12|1.35-1.60| 2-6 |0.12-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 6-18 | 6-15|1.45-1.65| 2-6 |0.07-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 18-80 | 1-4 |1.50-1.60| 6-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

730B: | | | | | | | | | | | |

 Sanburn---------------| 0-5 | 4-12|1.35-1.60| 2-6 |0.12-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 5-19 | 6-15|1.45-1.65| 2-6 |0.07-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 19-80 | 1-4 |1.50-1.60| 6-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

732B: | | | | | | | | | | | |

 Bushville-------------| 0-8 | 2-8 |1.45-1.55| 6-20 |0.07-0.10| 0.0-2.9 | 0.5-1.0 | .15 | .15 | 4 | 1 | 220

 | 8-28 | 2-8 |1.50-1.70| 6-20 |0.06-0.09| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 28-33 | 10-18|1.55-1.65| 0.6-2 |0.10-0.15| 0.0-2.9 | 0.0-0.5 | .24 | .28 | | |

 | 33-43 | 5-18|1.65-1.75| 0.0-0.1 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .24 | .28 | | |

 | 43-80 | 5-18|1.80-2.00| 0.0-0.0 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .24 | .28 | | |

 | | | | | | | | | | | |

768: | | | | | | | | | | | |

 Mosford---------------| 0-12 | 7-18|1.50-1.70| 2-6 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 12-16 | 7-18|1.50-1.70| 2-6 |0.12-0.17| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 16-21 | 2-6 |1.45-1.60| 6-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 21-80 | 2-4 |1.45-1.60| 6-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

771: | | | | | | | | | | | |

 Elkriver, rarely | | | | | | | | | | | |

 flooded--------------| 0-10 | 5-18|1.45-1.55| 0.6-6 |0.16-0.20| 0.0-2.9 | 1.5-3.0 | .20 | .20 | 4 | 3 | 86

 | 10-35 | 5-18|1.45-1.55| 0.6-6 |0.15-0.20| 0.0-2.9 | 1.5-3.0 | .20 | .20 | | |

 | 35-39 | 5-18|1.45-1.55| 0.6-6 |0.15-0.19| 0.0-2.9 | 0.5-2.0 | .15 | .15 | | |

 | 39-80 | 1-10|1.60-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

799: | | | | | | | | | | | |

 Seelyeville, | | | | | | | | | | | |

 frequently flooded---| 0-12 | --- |0.10-0.25| 0.2-6 |0.35-0.45| --- | 25-99 | --- | --- | 3 | 2 | 134

 | 12-80 | --- |0.10-0.25| 0.2-6 |0.35-0.45| --- | 25-99 | --- | --- | | |

 | | | | | | | | | | | |

 Bowstring, frequently | | | | | | | | | | | |

 flooded--------------| 0-38 | 0-5 |0.15-0.30| 0.1-6 |0.35-0.45| --- | 40-90 | --- | --- | 3 | 2 | 134

 | 38-47 | 1-12|1.40-1.60| 0.6-20 |0.08-0.14| 0.0-2.9 | 2.0-10 | --- | --- | | |

 | 47-80 | 0-5 |0.15-0.30| 0.1-6 |0.35-0.45| --- | 40-90 | --- | --- | | |

 | | | | | | | | | | | |

1013: | | | | | | | | | | | |

 Pits. | | | | | | | | | | | |

 | | | | | | | | | | | |

1015: | | | | | | | | | | | |

 Udipsamments. | | | | | | | | | | | |

 | | | | | | | | | | | |

1016: | | | | | | | | | | | |

 Udorthents. | | | | | | | | | | | |

 | | | | | | | | | | | |

1028: | | | | | | | | | | | |

 Udorthents. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Pits, gravel. | | | | | | | | | | | |

 | | | | | | | | | | | |

1109: | | | | | | | | | | | |

 Isanti----------------| 0-16 | 2-10|1.35-1.55| 6-20 |0.10-0.12| 0.0-2.9 | 3.0-15 | .17 | .17 | 5 | 2 | 134

 | 16-23 | 2-10|1.45-1.65| 6-20 |0.06-0.08| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 23-80 | 1-5 |1.50-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |
Sherburne County, Minnesota 217

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

1110: | | | | | | | | | | | |

 Isan------------------| 0-18 | 5-14|1.30-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 3.0-10 | .20 | .20 | 3 | 3 | 86

 | 18-29 | 2-8 |1.50-1.65| 6-20 |0.06-0.10| 0.0-2.9 | 0.5-3.0 | .17 | .17 | | |

 | 29-80 | 1-5 |1.55-1.70| 6-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

1223: | | | | | | | | | | | |

 Sandberg--------------| 0-11 | 2-10|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .15 | .15 | 5 | 2 | 134

 | 11-35 | 0-10|1.50-1.65| 6-20 |0.03-0.10| 0.0-2.9 | 0.5-1.0 | .05 | .10 | | |

 | 35-80 | 0-5 |1.50-1.65| 20-40 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Arvilla---------------| 0-14 | 6-18|1.40-1.60| 2-6 |0.13-0.15| 0.0-2.9 | 1.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 14-17 | 6-18|1.40-1.60| 2-6 |0.11-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | | |

 | 17-80 | 2-10|1.40-1.60| 6-20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .20 | | |

 | | | | | | | | | | | |

1224: | | | | | | | | | | | |

 Hubbard---------------| 0-11 | 4-10|1.45-1.60| 6-20 |0.08-0.12| 0.0-2.9 | 2.0-4.0 | .15 | .15 | 5 | 2 | 134

 | 11-27 | 1-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 27-80 | 0-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Verndale--------------| 0-10 | 7-12|1.50-1.70| 2-6 |0.13-0.17| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 10-16 | 7-18|1.60-1.70| 0.6-2 |0.14-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 16-45 | 2-6 |1.45-1.60| 6-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 45-80 | 0-4 |1.45-1.60| 6-20 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

1231: | | | | | | | | | | | |

 Hubbard---------------| 0-13 | 4-10|1.45-1.60| 6-20 |0.08-0.12| 0.0-2.9 | 2.0-4.0 | .15 | .15 | 5 | 2 | 134

 | 13-19 | 1-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 19-80 | 0-5 |1.55-1.65| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Mosford---------------| 0-13 | 7-18|1.50-1.70| 2-6 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 13-16 | 7-18|1.50-1.70| 2-6 |0.12-0.17| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 16-35 | 2-6 |1.45-1.60| 6-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 35-80 | 2-4 |1.45-1.60| 6-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

1253B: | | | | | | | | | | | |

 Stonelake-------------| 0-4 | 1-10|1.45-1.60| 6-20 |0.06-0.15| 0.0-2.9 | 1.0-4.0 | .05 | .10 | 5 | 8 | 0

 | 4-11 | 1-4 |1.45-1.60| 20-60 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 11-24 | 1-8 |1.45-1.60| 20-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 24-80 | 1-4 |1.45-1.65| 20-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Sanburn---------------| 0-5 | 4-12|1.35-1.60| 2-6 |0.12-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 5-20 | 6-15|1.45-1.65| 2-6 |0.07-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 20-80 | 1-4 |1.50-1.60| 6-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

1253C: | | | | | | | | | | | |

 Stonelake-------------| 0-5 | 1-10|1.45-1.60| 6-20 |0.06-0.15| 0.0-2.9 | 1.0-4.0 | .05 | .10 | 5 | 8 | 0

 | 5-16 | 1-8 |1.45-1.60| 20-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 16-80 | 1-4 |1.45-1.65| 20-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Sanburn---------------| 0-8 | 4-12|1.35-1.60| 2-6 |0.12-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 8-17 | 6-15|1.45-1.65| 2-6 |0.07-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 17-80 | 1-4 |1.50-1.60| 6-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

1253E: | | | | | | | | | | | |

 Stonelake-------------| 0-2 | 1-10|1.45-1.60| 6-20 |0.06-0.15| 0.0-2.9 | 1.0-4.0 | .17 | .17 | 5 | 2 | 134

 | 2-8 | 1-4 |1.45-1.60| 20-60 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 8-16 | 1-8 |1.45-1.60| 20-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 16-80 | 1-4 |1.45-1.65| 20-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Sanburn---------------| 0-5 | 4-12|1.35-1.60| 2-6 |0.12-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 5-14 | 6-15|1.45-1.65| 2-6 |0.07-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 14-80 | 1-4 |1.50-1.60| 6-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
218 Soil Survey of

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

1254: | | | | | | | | | | | |

 Ricelake--------------| 0-9 | 5-18|1.30-1.50| 2-6 |0.16-0.18| 0.0-2.9 | 2.0-5.0 | .20 | .20 | 5 | 3 | 86

 | 9-27 | 1-7 |1.35-1.60| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 27-48 | 5-18|1.35-1.60| 0.6-6 |0.13-0.17| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 48-80 | 18-32|1.30-1.70| 0.1-2 |0.14-0.19| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

1255: | | | | | | | | | | | |

 Elkriver, occasionally| | | | | | | | | | | |

 flooded--------------| 0-10 | 5-18|1.45-1.55| 0.6-6 |0.16-0.20| 0.0-2.9 | 1.5-3.0 | .20 | .20 | 4 | 3 | 86

 | 10-26 | 5-18|1.45-1.55| 0.6-6 |0.15-0.20| 0.0-2.9 | 1.5-3.0 | .20 | .20 | | |

 | 26-32 | 5-18|1.45-1.55| 0.6-6 |0.15-0.19| 0.0-2.9 | 0.5-2.0 | .15 | .15 | | |

 | 32-80 | 1-10|1.60-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

1256: | | | | | | | | | | | |

 Cantlin---------------| 0-8 | 2-10|1.40-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 2 | 134

 | 8-22 | 2-10|1.50-1.70| 6-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 22-80 | 2-5 |1.55-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

1257: | | | | | | | | | | | |

 Elkriver, rarely | | | | | | | | | | | |

 flooded--------------| 0-11 | 5-18|1.45-1.55| 0.6-6 |0.16-0.20| 0.0-2.9 | 1.5-3.0 | .20 | .20 | 4 | 3 | 86

 | 11-20 | 5-18|1.45-1.55| 0.6-6 |0.15-0.20| 0.0-2.9 | 1.5-3.0 | .20 | .20 | | |

 | 20-34 | 5-18|1.45-1.55| 0.6-6 |0.15-0.19| 0.0-2.9 | 0.5-2.0 | .15 | .15 | | |

 | 34-80 | 1-10|1.60-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Mosford, rarely | | | | | | | | | | | |

 flooded--------------| 0-11 | 7-18|1.50-1.70| 2-6 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 3 | 3 | 86

 | 11-16 | 7-18|1.50-1.70| 2-6 |0.12-0.17| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 16-25 | 2-6 |1.45-1.60| 6-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 25-80 | 2-4 |1.45-1.60| 6-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

1258B: | | | | | | | | | | | |

 Zimmerman, thick solum| 0-2 | 2-5 |1.40-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 2-62 | 2-5 |1.40-1.65| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 62-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

1258C: | | | | | | | | | | | |

 Zimmerman, thick solum| 0-3 | 2-5 |1.40-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 3-70 | 2-5 |1.40-1.65| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 70-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

1258E: | | | | | | | | | | | |

 Zimmerman, thick solum| 0-2 | 2-5 |1.40-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 1 | 220

 | 2-62 | 2-5 |1.40-1.65| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 62-80 | 1-10|1.50-1.70| 6-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

1260B: | | | | | | | | | | | |

 Stonelake-------------| 0-8 | 1-5 |1.45-1.60| 20-60 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 2 | 134

 | 8-30 | 1-8 |1.45-1.60| 20-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-80 | 1-4 |1.45-1.65| 20-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Nebish----------------| 0-6 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 6-9 | 5-12|1.40-1.65| 2-6 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 9-43 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 43-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

1260C: | | | | | | | | | | | |

 Stonelake-------------| 0-7 | 1-5 |1.45-1.60| 20-60 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | 5 | 2 | 134

 | 7-20 | 1-4 |1.45-1.60| 20-60 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 20-42 | 1-8 |1.45-1.60| 20-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 42-80 | 1-4 |1.45-1.65| 20-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |
Sherburne County, Minnesota 219

Table 18.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

1260C: | | | | | | | | | | | |

 Nebish----------------| 0-3 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 3 | 86

 | 3-10 | 5-12|1.40-1.65| 2-6 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 10-29 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 29-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

1260E: | | | | | | | | | | | |

 Stonelake-------------| 0-5 | 1-10|1.45-1.60| 6-20 |0.06-0.15| 0.0-2.9 | 1.0-4.0 | .05 | .10 | 5 | 8 | 0

 | 5-11 | 1-4 |1.45-1.60| 20-60 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 11-20 | 1-8 |1.45-1.60| 20-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 20-80 | 1-4 |1.45-1.65| 20-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Nebish----------------| 0-5 | 5-18|1.35-1.50| 2-6 |0.13-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 5-9 | 5-12|1.40-1.65| 2-6 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 9-27 | 22-35|1.50-1.65| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32 | | |

 | 27-80 | 18-30|1.50-1.70| 0.6-2 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

1270B: | | | | | | | | | | | |

 Milaca, moderately wet| 0-6 | 8-15|1.40-1.60| 2-6 |0.13-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28 | 4 | 3 | 86

 | 6-19 | 8-15|1.40-1.60| 2-6 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 19-28 | 8-18|1.45-1.65| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 28-45 | 6-18|1.65-1.75| 0.0-0.1 |0.00-0.08| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 45-80 | 6-18|1.80-2.00| 0.0-0.00 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

1288: | | | | | | | | | | | |

 Seelyeville, ponded---| 0-15 | --- |0.10-0.25| 0.2-6 |0.35-0.45| --- | 25-99 | --- | --- | 3 | 8 | 0

 | 15-80 | --- |0.10-0.25| 0.2-6 |0.35-0.45| --- | 25-99 | --- | --- | | |

 | | | | | | | | | | | |

 Markey, ponded--------| 0-27 | --- |0.15-0.45| 0.2-6 |0.35-0.45| --- | 55-85 | --- | --- | 2 | 8 | 0

 | 27-32 | 0-10|1.40-1.65| 6-20 |0.03-0.08| 0.0-2.9 | 1.0-4.0 | .15 | .15 | | |

 | 32-80 | 0-10|1.40-1.65| 6-20 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

1356: | | | | | | | | | | | |

 Water, miscellaneous. | | | | | | | | | | | |

 | | | | | | | | | | | |

1946: | | | | | | | | | | | |

 Fordum, frequently | | | | | | | | | | | |

 flooded--------------| 0-7 | 5-12|1.35-1.50| 0.6-6 |0.11-0.18| 0.0-2.9 | 6.0-15 | .20 | .20 | 4 | 8 | 0

 | 7-28 | 5-12|1.40-1.50| 0.6-6 |0.10-0.22| 0.0-2.9 | 1.0-10 | .37 | .37 | | |

 | 28-80 | 1-5 |1.55-1.70| 6-20 |0.04-0.10| 0.0-2.9 | 0.5-2.0 | .15 | .15 | | |

 | | | | | | | | | | | |

 Winterfield, | | | | | | | | | | | |

 frequently flooded---| 0-8 | 0-10|1.40-1.50| 2-20 |0.10-0.12| 0.0-2.9 | 1.0-4.0 | .17 | .17 | 5 | 8 | 0

 | 8-20 | 0-5 |1.45-1.60| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-1.0 | .17 | .17 | | |

 | 20-80 | 0-5 |1.55-1.65| 6-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

W: | | | | | | | | | | | |

 Water. | | | | | | | | | | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
220 Soil Survey of

Table 19.--Chemical Properties of the Soils

(Absence of an entry indicates that data were not estimated.)

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

7A: | | | | |

 Hubbard--------------| 0-20 | 6.0-16 | 5.1-7.3 | --- | ---

 | 20-32 | 1.0-4.0 | 5.1-7.3 | --- | ---

 | 32-80 | 0.0-4.0 | 5.6-7.8 | 0-15 | ---

 | | | | |

7B: | | | | |

 Hubbard--------------| 0-18 | 6.0-16 | 5.1-7.3 | --- | ---

 | 18-23 | 1.0-4.0 | 5.1-7.3 | --- | ---

 | 23-80 | 0.0-4.0 | 5.6-7.8 | 0-15 | ---

 | | | | |

7C: | | | | |

 Hubbard--------------| 0-12 | 6.0-16 | 5.1-7.3 | --- | ---

 | 12-33 | 1.0-4.0 | 5.1-7.3 | --- | ---

 | 33-80 | 0.0-4.0 | 5.6-7.8 | 0-15 | ---

 | | | | |

32B: | | | | |

 Nebish---------------| 0-5 | 4.0-14 | 5.6-7.3 | --- | ---

 | 5-43 | 10-18 | 5.6-7.8 | --- | ---

 | 43-80 | 9.0-16 | 7.4-8.4 | 5-25 | ---

 | | | | |

32C: | | | | |

 Nebish---------------| 0-7 | 4.0-14 | 5.6-7.3 | --- | ---

 | 7-11 | 3.0-8.0 | 5.6-7.3 | --- | ---

 | 11-44 | 10-18 | 5.6-7.8 | --- | ---

 | 44-80 | 9.0-16 | 7.4-8.4 | 5-25 | ---

 | | | | |

32D: | | | | |

 Nebish---------------| 0-3 | 4.0-14 | 5.6-7.3 | --- | ---

 | 3-22 | 10-18 | 5.6-7.8 | --- | ---

 | 22-80 | 9.0-16 | 7.4-8.4 | 5-25 | ---

 | | | | |

32E: | | | | |

 Nebish---------------| 0-4 | 4.0-14 | 5.6-7.3 | --- | ---

 | 4-13 | 3.0-8.0 | 5.6-7.3 | --- | ---

 | 13-36 | 10-18 | 5.6-7.8 | --- | ---

 | 36-80 | 9.0-16 | 7.4-8.4 | 5-25 | ---

 | | | | |

38B: | | | | |

 Waukon---------------| 0-8 | 6.0-20 | 6.1-7.3 | --- | ---

 | 8-12 | 3.0-8.0 | 5.6-7.3 | --- | ---

 | 12-43 | 7.0-21 | 6.1-8.4 | 0-5 | ---

 | 43-80 | 7.0-18 | 7.4-8.4 | 5-25 | ---

 | | | | |

75: | | | | |

 Bluffton, | | | | |

 depressional--------| 0-13 | 12-30 | 5.6-7.3 | --- | ---

 | 13-40 | 7.0-25 | 5.6-7.3 | --- | ---

 | 40-80 | 7.0-20 | 7.4-8.4 | 5-30 | ---

 | | | | |

125: | | | | |

 Beltrami-------------| 0-6 | 4.0-14 | 6.1-7.3 | --- | ---

 | 6-12 | 4.0-14 | 5.6-7.3 | --- | ---

 | 12-48 | 9.0-19 | 5.6-7.8 | --- | ---

 | 48-80 | 8.0-16 | 7.4-8.4 | 5-25 | ---

 | | | | |
Sherburne County, Minnesota 221

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

152C: | | | | |

 Milaca---------------| 0-4 | 4.0-12 | 5.1-6.5 | --- | ---

 | 4-12 | 3.0-10 | 5.1-6.5 | --- | ---

 | 12-20 | 3.0-12 | 5.1-6.5 | --- | ---

 | 20-42 | 2.0-11 | 5.6-7.3 | --- | ---

 | 42-80 | 2.0-11 | 5.6-7.3 | 0-15 | ---

 | | | | |

152E: | | | | |

 Milaca---------------| 0-3 | 4.0-12 | 5.1-6.5 | --- | ---

 | 3-12 | 3.0-10 | 5.1-6.5 | --- | ---

 | 12-20 | 3.0-12 | 5.1-6.5 | --- | ---

 | 20-40 | 2.0-11 | 5.6-7.3 | --- | ---

 | 40-80 | 2.0-11 | 5.6-7.3 | 0-15 | ---

 | | | | |

158A: | | | | |

 Zimmerman------------| 0-7 | 2.0-5.0 | 5.1-6.5 | --- | ---

 | 7-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

158B: | | | | |

 Zimmerman------------| 0-6 | 2.0-5.0 | 5.1-6.5 | --- | ---

 | 6-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

158C: | | | | |

 Zimmerman------------| 0-6 | 2.0-5.0 | 5.1-6.5 | --- | ---

 | 6-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

158E: | | | | |

 Zimmerman------------| 0-3 | 2.0-5.0 | 5.1-6.5 | --- | ---

 | 3-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

161: | | | | |

 Isanti, depressional | 0-16 | 8.0-36 | 5.1-6.5 | --- | ---

 | 16-28 | 1.0-8.0 | 5.1-6.5 | --- | ---

 | 28-80 | 0.0-3.0 | 5.6-6.5 | --- | ---

 | | | | |

162: | | | | |

 Lino-----------------| 0-8 | 1.0-10 | 5.1-6.0 | --- | ---

 | 8-38 | 2.0-6.0 | 5.1-6.0 | --- | ---

 | 38-80 | 1.0-3.0 | 5.1-6.5 | --- | ---

 | | | | |

164A: | | | | |

 Mora-----------------| 0-6 | 2.0-17 | 5.1-6.5 | --- | ---

 | 6-15 | 2.0-11 | 5.1-6.5 | --- | ---

 | 15-36 | 3.0-11 | 5.6-6.5 | --- | ---

 | 36-48 | 2.0-11 | 5.6-7.3 | --- | ---

 | 48-80 | 2.0-11 | 5.6-7.3 | 0-15 | ---

 | | | | |

165: | | | | |

 Parent---------------| 0-15 | 13-30 | 5.6-7.3 | --- | ---

 | 15-33 | 4.0-19 | 5.6-7.3 | --- | ---

 | 33-40 | 2.0-11 | 6.1-7.3 | --- | ---

 | 40-80 | 2.0-11 | 6.1-7.3 | 0-15 | ---

 | | | | |

166: | | | | |

 Ronneby--------------| 0-4 | 8.0-27 | 5.1-6.5 | --- | ---

 | 4-12 | 2.0-15 | 5.1-6.5 | --- | ---

 | 12-45 | 2.0-13 | 5.6-6.5 | --- | ---

 | 45-56 | 2.0-11 | 5.6-7.3 | --- | ---

 | 56-80 | 2.0-11 | 5.6-7.3 | 0-15 | ---

 | | | | |
222 Soil Survey of

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

169B: | | | | |

 Braham---------------| 0-9 | 2.0-9.0 | 5.6-7.3 | --- | ---

 | 9-21 | 1.0-5.0 | 5.6-7.3 | --- | ---

 | 21-46 | 7.0-21 | 5.1-7.3 | --- | ---

 | 46-80 | 7.0-21 | 7.4-8.4 | 5-25 | 0-1

 | | | | |

169C: | | | | |

 Braham---------------| 0-8 | 2.0-9.0 | 5.6-7.3 | --- | ---

 | 8-28 | 1.0-5.0 | 5.6-7.3 | --- | ---

 | 28-48 | 7.0-21 | 5.1-7.3 | --- | ---

 | 48-80 | 7.0-21 | 7.4-8.4 | 5-25 | 0-1

 | | | | |

169D: | | | | |

 Braham---------------| 0-8 | 2.0-9.0 | 5.6-7.3 | --- | ---

 | 8-32 | 1.0-5.0 | 5.6-7.3 | --- | ---

 | 32-55 | 7.0-21 | 5.1-7.3 | --- | ---

 | 55-80 | 7.0-21 | 7.4-8.4 | 5-25 | 0-1

 | | | | |

204B: | | | | |

 Cushing--------------| 0-6 | 6.0-15 | 5.1-7.8 | --- | ---

 | 6-22 | 3.0-15 | 5.1-7.8 | --- | ---

 | 22-44 | 11-29 | 5.1-7.8 | --- | ---

 | 44-80 | 5.0-18 | 5.1-8.4 | 0-10 | ---

 | | | | |

204C: | | | | |

 Cushing--------------| 0-7 | 6.0-15 | 5.1-7.8 | --- | ---

 | 7-21 | 3.0-15 | 5.1-7.8 | --- | ---

 | 21-44 | 11-29 | 5.1-7.8 | --- | ---

 | 44-80 | 5.0-18 | 5.1-8.4 | 0-10 | ---

 | | | | |

258B: | | | | |

 Sandberg-------------| 0-14 | 2.0-12 | 5.6-7.8 | 0-5 | ---

 | 14-32 | 1.0-6.0 | 6.1-7.8 | 0-5 | ---

 | 32-80 | 1.0-4.0 | 7.4-8.4 | 5-10 | ---

 | | | | |

258C: | | | | |

 Sandberg-------------| 0-11 | 2.0-12 | 5.6-7.8 | 0-5 | ---

 | 11-26 | 1.0-6.0 | 6.1-7.8 | 0-5 | ---

 | 26-80 | 1.0-4.0 | 7.4-8.4 | 5-10 | ---

 | | | | |

258E: | | | | |

 Sandberg-------------| 0-11 | 2.0-12 | 5.6-7.8 | 0-5 | ---

 | 11-27 | 1.0-6.0 | 6.1-7.8 | 0-5 | ---

 | 27-80 | 1.0-4.0 | 7.4-8.4 | 5-10 | ---

 | | | | |

260: | | | | |

 Duelm----------------| 0-16 | 5.0-18 | 5.6-7.3 | --- | ---

 | 16-30 | 0.0-4.0 | 5.1-7.3 | --- | ---

 | 30-80 | 0.0-5.0 | 5.6-7.8 | 0-15 | ---

 | | | | |

261: | | | | |

 Isan, depressional---| 0-14 | 10-25 | 5.6-7.3 | --- | ---

 | 14-34 | 2.0-10 | 5.1-6.5 | --- | ---

 | 34-80 | 1.0-5.0 | 5.6-7.3 | --- | ---

 | | | | |

325: | | | | |

 Prebish, depressional| 0-15 | 11-27 | 5.6-7.3 | --- | ---

 | 15-41 | 5.0-11 | 5.6-7.3 | --- | ---

 | 41-80 | 1.0-9.0 | 5.6-7.3 | 0-15 | ---

 | | | | |
Sherburne County, Minnesota 223

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

341: | | | | |

 Arvilla--------------| 0-14 | 5.0-20 | 6.1-7.3 | --- | ---

 | 14-20 | 5.0-15 | 6.1-7.3 | --- | ---

 | 20-80 | 1.0-5.0 | 7.4-8.4 | 1-5 | ---

 | | | | |

346: | | | | |

 Talmoon--------------| 0-7 | 7.0-20 | 5.1-7.3 | --- | ---

 | 7-12 | 7.0-18 | 5.1-7.3 | --- | ---

 | 12-32 | 8.0-20 | 5.6-7.3 | --- | ---

 | 32-80 | 7.0-18 | 7.4-8.4 | 5-30 | ---

 | | | | |

373: | | | | |

 Renshaw--------------| 0-9 | 21-25 | 6.0-7.3 | 0 | ---

 | 9-15 | 1.0-10 | 6.0-7.3 | 0 | ---

 | 15-80 | 1.0-10 | 6.6-8.4 | 1-15 | ---

 | | | | |

454B: | | | | |

 Mahtomedi------------| 0-9 | 2.0-11 | 5.1-6.5 | --- | ---

 | 9-36 | 0.0-6.0 | 5.1-6.5 | --- | ---

 | 36-80 | 0.0-6.0 | 5.1-7.3 | 0-15 | ---

 | | | | |

454C: | | | | |

 Mahtomedi------------| 0-3 | 2.0-11 | 5.1-6.5 | --- | ---

 | 3-17 | 0.0-6.0 | 5.1-6.5 | --- | ---

 | 17-80 | 0.0-6.0 | 5.1-7.3 | 0-15 | ---

 | | | | |

540: | | | | |

 Seelyeville----------| 0-10 | 140-200 | 5.1-7.3 | --- | ---

 | 10-80 | 140-200 | 5.1-7.3 | --- | ---

 | | | | |

543: | | | | |

 Markey---------------| 0-36 | 110-170 | 4.5-7.3 | --- | ---

 | 36-42 | 1.0-3.0 | 5.6-7.3 | --- | ---

 | 42-80 | 1.0-3.0 | 5.6-7.3 | --- | ---

 | | | | |

544: | | | | |

 Cathro---------------| 0-30 | 120-170 | 4.5-6.5 | --- | ---

 | 30-38 | 2.0-25 | 6.6-7.8 | 0-10 | ---

 | 38-80 | 2.0-25 | 6.6-8.4 | 5-30 | ---

 | | | | |

565: | | | | |

 Eckvoll--------------| 0-9 | 3.0-14 | 6.1-7.3 | --- | ---

 | 9-24 | 1.0-7.0 | 6.1-7.3 | --- | ---

 | 24-45 | 8.0-18 | 6.1-7.3 | --- | ---

 | 45-80 | 6.0-16 | 7.4-8.4 | 5-30 | ---

 | | | | |

567: | | | | |

 Verndale-------------| 0-10 | 7.0-15 | 5.1-7.3 | --- | ---

 | 10-19 | 3.0-12 | 5.1-7.3 | --- | ---

 | 19-28 | 2.0-4.0 | 5.1-7.3 | --- | ---

 | 28-80 | 0.0-3.0 | 5.1-7.3 | --- | ---

 | | | | |

623A: | | | | |

 Pierz----------------| 0-16 | 3.0-17 | 5.1-6.5 | --- | ---

 | 16-29 | 4.0-11 | 5.1-6.5 | --- | ---

 | 29-80 | 0.0-3.0 | 5.1-6.5 | --- | ---

 | | | | |

623B: | | | | |

 Pierz----------------| 0-9 | 3.0-17 | 5.1-6.5 | --- | ---

 | 9-22 | 4.0-11 | 5.1-6.5 | --- | ---

 | 22-80 | 0.0-3.0 | 5.1-6.5 | --- | ---

 | | | | |
224 Soil Survey of

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

708: | | | | |

 Rushlake-------------| 0-9 | 2.0-9.0 | 6.1-7.8 | 0-15 | ---

 | 9-80 | 1.0-6.0 | 6.5-8.4 | 0-30 | ---

 | | | | |

730A: | | | | |

 Sanburn--------------| 0-6 | 3.0-11 | 5.1-6.5 | --- | ---

 | 6-18 | 4.0-11 | 5.1-6.5 | --- | ---

 | 18-80 | 1.0-4.0 | 5.1-6.5 | --- | ---

 | | | | |

730B: | | | | |

 Sanburn--------------| 0-5 | 3.0-11 | 5.1-6.5 | --- | ---

 | 5-19 | 4.0-11 | 5.1-6.5 | --- | ---

 | 19-80 | 1.0-4.0 | 5.1-6.5 | --- | ---

 | | | | |

732B: | | | | |

 Bushville------------| 0-8 | 1.0-5.0 | 5.1-6.5 | --- | ---

 | 8-28 | 1.0-4.0 | 5.1-6.5 | --- | ---

 | 28-33 | 4.0-11 | 5.1-6.5 | --- | ---

 | 33-43 | 3.0-10 | 5.1-7.3 | --- | ---

 | 43-80 | 3.0-10 | 5.6-7.3 | --- | ---

 | | | | |

768: | | | | |

 Mosford--------------| 0-12 | 7.0-9.0 | 5.1-7.3 | --- | ---

 | 12-16 | 4.0-22 | 5.1-7.3 | --- | ---

 | 16-21 | 1.0-3.0 | 5.1-7.3 | --- | ---

 | 21-80 | 0.0-2.0 | 5.1-7.8 | 0-15 | ---

 | | | | |

771: | | | | |

 Elkriver, rarely | | | | |

 flooded-------------| 0-10 | 6.0-19 | 5.1-7.3 | --- | ---

 | 10-35 | 6.0-19 | 5.1-7.3 | --- | ---

 | 35-39 | 4.0-15 | 5.6-7.8 | 0-8 | ---

 | 39-80 | 0.0-6.0 | 5.6-7.8 | 0-8 | ---

 | | | | |

799: | | | | |

 Seelyeville, | | | | |

 frequently flooded--| 0-12 | 140-200 | 5.1-7.3 | --- | ---

 | 12-80 | 140-200 | 5.1-7.3 | --- | ---

 | | | | |

 Bowstring, frequently| | | | |

 flooded-------------| 0-38 | 80-190 | 5.6-7.3 | --- | ---

 | 38-47 | 10-40 | 5.6-7.3 | --- | ---

 | 47-80 | 80-190 | 5.6-7.3 | --- | ---

 | | | | |

1013: | | | | |

 Pits. | | | | |

 | | | | |

1015: | | | | |

 Udipsamments. | | | | |

 | | | | |

1016: | | | | |

 Udorthents. | | | | |

 | | | | |

1028: | | | | |

 Udorthents. | | | | |

 | | | | |

 Pits, gravel. | | | | |

 | | | | |

1109: | | | | |

 Isanti---------------| 0-16 | 7.0-36 | 5.1-6.5 | --- | ---

 | 16-23 | 1.0-8.0 | 5.1-6.5 | --- | ---

 | 23-80 | 0.0-3.0 | 5.6-6.5 | --- | ---

 | | | | |
Sherburne County, Minnesota 225

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

1110: | | | | |

 Isan-----------------| 0-18 | 10-25 | 5.6-7.3 | --- | ---

 | 18-29 | 2.0-10 | 5.1-6.5 | --- | ---

 | 29-80 | 1.0-5.0 | 5.6-7.3 | --- | ---

 | | | | |

1223: | | | | |

 Sandberg-------------| 0-11 | 2.0-12 | 5.6-7.8 | 0-5 | ---

 | 11-35 | 1.0-6.0 | 6.1-7.8 | 0-5 | ---

 | 35-80 | 1.0-4.0 | 7.4-8.4 | 5-10 | ---

 | | | | |

 Arvilla--------------| 0-14 | 5.0-20 | 6.1-7.3 | --- | ---

 | 14-17 | 5.0-15 | 6.1-7.3 | --- | ---

 | 17-80 | 1.0-5.0 | 7.4-8.4 | 1-5 | ---

 | | | | |

1224: | | | | |

 Hubbard--------------| 0-11 | 6.0-16 | 5.1-7.3 | --- | ---

 | 11-27 | 1.0-4.0 | 5.1-7.3 | --- | ---

 | 27-80 | 0.0-4.0 | 5.6-7.8 | 0-15 | ---

 | | | | |

 Verndale-------------| 0-10 | 7.0-15 | 5.1-7.3 | --- | ---

 | 10-16 | 3.0-12 | 5.1-7.3 | --- | ---

 | 16-45 | 2.0-4.0 | 5.1-7.3 | --- | ---

 | 45-80 | 0.0-3.0 | 5.1-7.3 | --- | ---

 | | | | |

1231: | | | | |

 Hubbard--------------| 0-13 | 6.0-16 | 5.1-7.3 | --- | ---

 | 13-19 | 1.0-4.0 | 5.1-7.3 | --- | ---

 | 19-80 | 0.0-4.0 | 5.6-7.8 | 0-15 | ---

 | | | | |

 Mosford--------------| 0-13 | 7.0-9.0 | 5.1-7.3 | --- | ---

 | 13-16 | 4.0-22 | 5.1-7.3 | --- | ---

 | 16-35 | 1.0-3.0 | 5.1-7.3 | --- | ---

 | 35-80 | 0.0-2.0 | 5.1-7.8 | 0-15 | ---

 | | | | |

1253B: | | | | |

 Stonelake------------| 0-4 | 2.0-14 | 5.1-6.5 | --- | ---

 | 4-11 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 11-24 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 24-80 | 0.0-2.0 | 5.1-7.8 | 0-10 | ---

 | | | | |

 Sanburn--------------| 0-5 | 3.0-11 | 5.1-6.5 | --- | ---

 | 5-20 | 4.0-11 | 5.1-6.5 | --- | ---

 | 20-80 | 1.0-4.0 | 5.1-6.5 | --- | ---

 | | | | |

1253C: | | | | |

 Stonelake------------| 0-5 | 2.0-14 | 5.1-6.5 | --- | ---

 | 5-16 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 16-80 | 0.0-2.0 | 5.1-7.8 | 0-10 | ---

 | | | | |

 Sanburn--------------| 0-8 | 3.0-11 | 5.1-6.5 | --- | ---

 | 8-17 | 4.0-11 | 5.1-6.5 | --- | ---

 | 17-80 | 1.0-4.0 | 5.1-6.5 | --- | ---

 | | | | |

1253E: | | | | |

 Stonelake------------| 0-2 | 2.0-14 | 5.1-6.5 | --- | ---

 | 2-8 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 8-16 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 16-80 | 0.0-2.0 | 5.1-7.8 | 0-10 | ---

 | | | | |

 Sanburn--------------| 0-5 | 3.0-11 | 5.1-6.5 | --- | ---

 | 5-14 | 4.0-11 | 5.1-6.5 | --- | ---

 | 14-80 | 1.0-4.0 | 5.1-6.5 | --- | ---

 | | | | |
226 Soil Survey of

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

1254: | | | | |

 Ricelake-------------| 0-9 | 6.0-21 | 6.1-7.3 | --- | ---

 | 9-27 | 1.0-5.0 | 6.1-7.3 | --- | ---

 | 27-48 | 2.0-11 | 6.1-7.3 | --- | ---

 | 48-80 | 7.0-19 | 6.1-7.8 | 0-15 | ---

 | | | | |

1255: | | | | |

 Elkriver, | | | | |

 occasionally flooded| 0-10 | 6.0-19 | 5.1-7.3 | --- | ---

 | 10-26 | 6.0-19 | 5.1-7.3 | --- | ---

 | 26-32 | 4.0-15 | 5.6-7.8 | 0-8 | ---

 | 32-80 | 0.0-6.0 | 5.6-7.8 | 0-8 | ---

 | | | | |

1256: | | | | |

 Cantlin--------------| 0-8 | 1.0-10 | 5.1-6.0 | --- | ---

 | 8-22 | 2.0-6.0 | 5.1-6.0 | --- | ---

 | 22-80 | 1.0-3.0 | 5.1-6.5 | --- | ---

 | | | | |

1257: | | | | |

 Elkriver, rarely | | | | |

 flooded-------------| 0-11 | 6.0-19 | 5.1-7.3 | --- | ---

 | 11-20 | 6.0-19 | 5.1-7.3 | --- | ---

 | 20-34 | 4.0-15 | 5.6-7.8 | 0-8 | ---

 | 34-80 | 0.0-6.0 | 5.6-7.8 | 0-8 | ---

 | | | | |

 Mosford, rarely | | | | |

 flooded-------------| 0-11 | 7.0-9.0 | 5.1-7.3 | --- | ---

 | 11-16 | 4.0-22 | 5.1-7.3 | --- | ---

 | 16-25 | 1.0-3.0 | 5.1-7.3 | --- | ---

 | 25-80 | 0.0-2.0 | 5.1-7.8 | 0-15 | ---

 | | | | |

1258B: | | | | |

 Zimmerman, thick | | | | |

 solum---------------| 0-2 | 2.0-8.0 | 5.1-6.5 | --- | ---

 | 2-62 | 1.0-6.0 | 5.1-6.5 | --- | ---

 | 62-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

1258C: | | | | |

 Zimmerman, thick | | | | |

 solum---------------| 0-3 | 2.0-8.0 | 5.1-6.5 | --- | ---

 | 3-70 | 1.0-6.0 | 5.1-6.5 | --- | ---

 | 70-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

1258E: | | | | |

 Zimmerman, thick | | | | |

 solum---------------| 0-2 | 2.0-8.0 | 5.1-6.5 | --- | ---

 | 2-62 | 1.0-6.0 | 5.1-6.5 | --- | ---

 | 62-80 | 1.0-6.0 | 5.1-7.3 | --- | ---

 | | | | |

1260B: | | | | |

 Stonelake------------| 0-8 | 1.0-7.0 | 5.1-6.5 | --- | ---

 | 8-30 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 30-80 | 0.0-2.0 | 5.1-7.4 | 0-10 | ---

 | | | | |

 Nebish---------------| 0-6 | 4.0-14 | 5.6-7.3 | --- | ---

 | 6-9 | 3.0-8.0 | 5.6-7.3 | --- | ---

 | 9-43 | 10-18 | 5.6-7.8 | --- | ---

 | 43-80 | 9.0-16 | 7.4-7.8 | 5-25 | ---

 | | | | |
Sherburne County, Minnesota 227

Table 19.--Chemical Properties of the Soils--Continued

___________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- | Soil |Calcium| Gypsum

 component name | |exchange |reaction |carbon-|

 | |capacity | | ate |

 | | | | | ___________________________________________________________________

 | In |meq/100 g| pH | Pct | Pct

 | | | | |

1260C: | | | | |

 Stonelake------------| 0-7 | 1.0-7.0 | 5.1-6.5 | --- | ---

 | 7-20 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 20-42 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 42-80 | 0.0-2.0 | 5.1-7.8 | 0-10 | ---

 | | | | |

 Nebish---------------| 0-3 | 4.0-14 | 5.6-7.3 | --- | ---

 | 3-10 | 3.0-8.0 | 5.6-7.3 | --- | ---

 | 10-29 | 10-18 | 5.6-7.8 | --- | ---

 | 29-80 | 9.0-16 | 7.4-7.8 | 5-25 | ---

 | | | | |

1260E: | | | | |

 Stonelake------------| 0-5 | 2.0-14 | 5.1-6.5 | --- | ---

 | 5-11 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 11-20 | 0.0-2.0 | 5.1-6.5 | --- | ---

 | 20-80 | 0.0-2.0 | 5.1-7.8 | 0-10 | ---

 | | | | |

 Nebish---------------| 0-5 | 4.0-14 | 5.6-7.3 | --- | ---

 | 5-9 | 3.0-8.0 | 5.6-7.3 | --- | ---

 | 9-27 | 10-18 | 5.6-7.8 | --- | ---

 | 27-80 | 9.0-16 | 7.4-7.8 | 5-25 | ---

 | | | | |

1270B: | | | | |

 Milaca, moderately | | | | |

 wet-----------------| 0-6 | 4.0-12 | 5.1-6.5 | --- | ---

 | 6-19 | 3.0-10 | 5.1-6.5 | --- | ---

 | 19-28 | 3.0-12 | 5.1-6.5 | --- | ---

 | 28-45 | 2.0-11 | 5.6-7.3 | --- | ---

 | 45-80 | 2.0-11 | 5.6-7.3 | --- | ---

 | | | | |

1288: | | | | |

 Seelyeville, ponded--| 0-15 | 140-200 | 5.1-7.3 | --- | ---

 | 15-80 | 140-200 | 5.1-7.3 | --- | ---

 | | | | |

 Markey, ponded-------| 0-27 | 110-170 | 4.5-7.3 | --- | ---

 | 27-32 | 1.0-3.0 | 5.6-7.3 | --- | ---

 | 32-80 | 1.0-3.0 | 5.6-7.3 | --- | ---

 | | | | |

1356: | | | | |

 Water, miscellaneous.| | | | |

 | | | | |

1946: | | | | |

 Fordum, frequently | | | | |

 flooded-------------| 0-7 | 10-35 | 5.1-7.3 | --- | ---

 | 7-28 | 3.0-20 | 5.1-7.3 | --- | ---

 | 28-80 | 2.0-6.0 | 5.6-7.3 | --- | ---

 | | | | |

 Winterfield, | | | | |

 frequently flooded--| 0-8 | 2.0-15 | 5.6-7.3 | --- | ---

 | 8-20 | 1.0-10 | 5.6-7.3 | --- | ---

 | 20-80 | 1.0-5.0 | 5.6-7.3 | --- | ---

 | | | | |

W: | | | | |

 Water. | | | | |

 | | | | | ___________________________________________________________________
Table 20.--Soil Moisture Status by Depth (See text for definitions of terms used in this table. Depths of layers are in feet.) ____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

_____

 | | | | | | | | | | | 7A: | | | | | | | | | | |  Hubbard-------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 7B: | | | | | | | | | | |  Hubbard-------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 7C: | | | | | | | | | | |  Hubbard-------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 32B: | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-4.6: |0.0-3.6: |0.0-3.9: |0.0-4.6: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.6-6.7: |3.6-6.7: |3.9-6.7: |4.6-6.7: | --- | --- | --- |5.9-6.7:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | | | | | | | | | | 32C: | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 32D: | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 32E: | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 38B: | | | | | | | | | | |  Waukon--------|B |0.0-6.7: |0.0-6.7: |0.0-4.6: |0.0-3.6: |0.0-3.9: |0.0-4.6: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.6-6.7: |3.6-6.7: |3.9-6.7: |4.6-6.7: | --- | --- | --- |5.9-6.7:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued ____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

_____

 | | | | | | | | | | | 75: | | | | | | | | | | |  Bluffton, | | | | | | | | | | |  depressional |B/D |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.0-6.7: |1.5-6.7: |1.0-6.7: | --- | --- | --- |0.5-6.7: |1.0-6.7: |1.0-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | | 125: | | | | | | | | | | |  Beltrami------|B |0.0-3.9: |0.0-6.7: |0.0-2.0: |0.0-1.5: |0.0-1.6: |0.0-2.0: |0.0-3.9: |0.0-6.7: |0.0-3.9: |0.0-2.6:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.9-6.7: | --- |2.0-6.7: |1.5-6.7: |1.6-6.7: |2.0-6.7: |3.9-6.7: | --- |3.9-6.7: |2.6-6.7:  | | Wet | | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | | | | | | | | | | 152C: | | | | | | | | | | |  Milaca--------|C |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 152E: | | | | | | | | | | |  Milaca--------|C |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 158A: | | | | | | | | | | |  Zimmerman-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 158B: | | | | | | | | | | |  Zimmerman-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 158C: | | | | | | | | | | |  Zimmerman-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 158E: | | | | | | | | | | |  Zimmerman-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 161: | | | | | | | | | | |  Isanti, | | | | | | | | | | |  depressional |B/D |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.0-6.7: |1.5-6.7: |1.0-6.7: | --- | --- | --- |0.5-6.7: |1.0-6.7: |1.0-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | | 162: | | | | | | | | | | |  Lino----------|A |0.0-4.0: |0.0-4.0: |0.0-3.0: |0.0-1.5: |0.0-1.8: |0.0-2.0: |0.0-3.0: |0.0-4.0: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.0-6.7: |4.0-6.7: |3.0-6.7: |1.5-6.7: |1.8-6.7: |2.0-6.7: |3.0-6.7: |4.0-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 164A: | | | | | | | | | | |  Mora----------|C |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-1.0: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-5.0: |1.0-5.0: |2.0-5.0: |3.0-5.0: | --- | --- | --- |4.0-5.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 165: | | | | | | | | | | |  Parent--------|C/D |0.0-2.0: |0.0-2.5: |0.0-0.8: |0.0-0.5: |0.0-0.5: |0.0-0.8: |0.0-2.0: |0.0-2.5: |0.0-2.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.0-5.0: |2.5-5.0: |0.8-5.0: |0.5-5.0: |0.5-5.0: |0.8-5.0: |2.0-5.0: |2.5-5.0: |2.0-5.0: |1.5-5.0:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 166: | | | | | | | | | | |  Ronneby-------|C |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-0.7: |0.0-1.5: |0.0-2.5: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-5.0: |0.7-5.0: |1.5-5.0: |2.5-5.0: |3.5-5.0: | --- | --- |3.5-5.0:  | | | | Wet | Wet | Wet | Wet | Wet | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | Moist | Moist | | | Moist  | | | | | | | | | | | 169B: | | | | | | | | | | |  Braham--------|B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.5: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-4.6:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |3.5-6.7: |2.5-6.7: |3.0-6.7: | --- | --- |0.7-6.7: | --- |4.6-6.7:  | | | | Wet | Wet | Wet | | | Moist | | Wet  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 169C: | | | | | | | | | | |  Braham--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 169D: | | | | | | | | | | |  Braham--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 204B: | | | | | | | | | | |  Cushing-------|B |0.0-6.7: |0.0-6.7: |0.0-4.6: |0.0-3.6: |0.0-3.9: |0.0-4.6: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.6-6.7: |3.6-6.7: |3.9-6.7: |4.6-6.7: | --- | --- | --- |5.9-6.7:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | | | | | | | | | | 204C: | | | | | | | | | | |  Cushing-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 258B: | | | | | | | | | | |  Sandberg------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 258C: | | | | | | | | | | |  Sandberg------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 258E: | | | | | | | | | | |  Sandberg------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 260: | | | | | | | | | | |  Duelm---------|A |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.5-6.7: |2.5-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October |  and |logic | | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______

 | | | | | | | | | | | | 261: | | | | | | | | | | | |  Isan, | | | | | | | | | | | |  depressional |B/D |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5: | | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist |  | |1.0-6.7: |1.5-6.7: |1.0-6.7: | --- | --- | --- |0.5-6.7: |1.0-6.7: |1.0-6.7: |0.5-6.7: | | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | | | 325: | | | | | | | | | | | |  Prebish, | | | | | | | | | | | |  depressional |C/D |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5: | | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist |  | |0.5-5.0: |1.0-5.0: |1.0-5.0: |5.0-6.7: |5.0-6.7: |5.0-6.7: |0.5-5.0: |1.0-5.0: |1.0-5.0: |0.5-5.0: | | | Wet | Wet | Wet | Moist | Moist | Moist | Wet | Wet | Wet | Wet |  | |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: | | | Moist | Moist | Moist | | | | Moist | Moist | Moist | Moist |  | | | | | | | | | | | | 341: | | | | | | | | | | | |  Arvilla-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: | | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist |  | | | | | | | | | | | | 346: | | | | | | | | | | | |  Talmoon-------|B/D |0.0-2.0: |0.0-2.5: |0.0-0.8: |0.0-0.5: |0.0-0.5: |0.0-0.8: |0.0-2.0: |0.0-2.5: |0.0-2.0: |0.0-1.5: | | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist |  | |2.0-6.7: |2.5-6.7: |0.8-6.7: |0.5-6.7: |0.5-6.7: |0.8-6.7: |2.0-6.7: |2.5-6.7: |2.0-6.7: |1.5-6.7: | | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet |  | | | | | | | | | | | | 373: | | | | | | | | | | | |  Renshaw-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: | | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist |  | | | | | | | | | | | | 454B: | | | | | | | | | | | |  Mahtomedi-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7: | | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist |  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | --- |  | | | | | | | | | Moist | | |  | | | | | | | | | | | | 454C: | | | | | | | | | | | |  Mahtomedi-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7: | | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist |  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | --- |  | | | | | | | | | Moist | | |  | | | | | | | | | | | | 540: | | | | | | | | | | | |  Seelyeville---|A/D |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5: | | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist |  | |1.0-6.7: |1.5-6.7: |1.0-6.7: | --- | --- | --- |0.5-6.7: |1.0-6.7: |1.0-6.7: |0.5-6.7: | | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued ____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

_____

 | | | | | | | | | | | 543: | | | | | | | | | | |  Markey--------|A/D |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.0-6.7: |1.5-6.7: |1.0-6.7: | --- | --- | --- |0.5-6.7: |1.0-6.7: |1.0-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | | 544: | | | | | | | | | | |  Cathro--------|A/D |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-1.0: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.0-6.7: |1.5-6.7: |1.0-6.7: | --- | --- | --- |0.5-6.7: |1.0-6.7: |1.0-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | | 565: | | | | | | | | | | |  Eckvoll-------|B |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-1.5: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-4.6:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |3.0-6.7: |1.5-6.7: |2.5-6.7: | --- | --- |0.7-6.7: | --- |4.6-6.7:  | | | | Wet | Wet | Wet | | | Moist | | Wet  | | | | | | | | | | | 567: | | | | | | | | | | |  Verndale------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 623A: | | | | | | | | | | |  Pierz---------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 623B: | | | | | | | | | | |  Pierz---------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 708: | | | | | | | | | | |  Rushlake------|A |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7: |2.5-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 730A: | | | | | | | | | | |  Sanburn-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 730B: | | | | | | | | | | |  Sanburn-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 732B: | | | | | | | | | | |  Bushville-----|C |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-1.0: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-5.0: |1.0-5.0: |2.0-5.0: |3.0-5.0: | --- | --- | --- |4.0-5.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 768: | | | | | | | | | | |  Mosford-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 771: | | | | | | | | | | |  Elkriver, | | | | | | | | | | |  rarely | | | | | | | | | | |  flooded------|B |0.0-5.0: |0.0-5.5: |0.0-4.0: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-5.0: |0.0-6.0: |0.0-6.7: |0.0-5.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |5.0-6.7: |5.5-6.7: |4.0-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |5.0-6.7: |6.0-6.7: | --- |5.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | | Wet  | | | | | | | | | | | 799: | | | | | | | | | | |  Seelyeville, | | | | | | | | | | |  frequently | | | | | | | | | | |  flooded------|A/D |0.0-1.5: |0.0-1.8: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.8: |0.0-1.2: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.5-6.7: |1.8-6.7: |1.0-6.7: | --- | --- | --- |0.8-6.7: |1.2-6.7: |1.5-6.7: |1.0-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Bowstring, | | | | | | | | | | |  frequently | | | | | | | | | | |  flooded------|A/D |0.0-1.5: |0.0-1.8: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.8: |0.0-1.2: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.5-6.7: |1.8-6.7: |1.0-6.7: | --- | --- | --- |0.8-6.7: |1.2-6.7: |1.5-6.7: |1.0-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | | 1013: | | | | | | | | | | |  Pits. | | | | | | | | | | |  | | | | | | | | | | | 1015: | | | | | | | | | | |  Udipsamments. | | | | | | | | | | |  | | | | | | | | | | | 1016: | | | | | | | | | | |  Udorthents. | | | | | | | | | | |  | | | | | | | | | | | 1028: | | | | | | | | | | |  Udorthents. | | | | | | | | | | |  | | | | | | | | | | |  Pits, gravel. | | | | | | | | | | |  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 1109: | | | | | | | | | | |  Isanti--------|A/D |0.0-1.5: |0.0-1.7: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-1.5: |0.0-2.0: |0.0-2.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |1.5-6.7: |1.7-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |1.5-6.7: |2.0-6.7: |2.0-6.7: |1.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 1110: | | | | | | | | | | |  Isan----------|B/D |0.0-1.5: |0.0-1.7: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-1.5: |0.0-2.0: |0.0-2.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |1.5-6.7: |1.7-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |1.5-6.7: |2.0-6.7: |2.0-6.7: |1.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 1223: | | | | | | | | | | |  Sandberg------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Arvilla-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1224: | | | | | | | | | | |  Hubbard-------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Verndale------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1231: | | | | | | | | | | |  Hubbard-------|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Mosford-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1253B: | | | | | | | | | | |  Stonelake-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Sanburn-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 1253C: | | | | | | | | | | |  Stonelake-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Sanburn-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1253E: | | | | | | | | | | |  Stonelake-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Sanburn-------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1254: | | | | | | | | | | |  Ricelake------|B |0.0-3.9: |0.0-6.7: |0.0-2.0: |0.0-1.5: |0.0-1.6: |0.0-2.0: |0.0-3.9: |0.0-6.7: |0.0-3.9: |0.0-2.6:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.9-6.7: | --- |2.0-6.7: |1.5-6.7: |1.6-6.7: |2.0-6.7: |3.9-6.7: | --- |3.9-6.7: |2.6-6.7:  | | Wet | | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | | | | | | | | | | 1255: | | | | | | | | | | |  Elkriver, | | | | | | | | | | |  occasionally | | | | | | | | | | |  flooded------|B |0.0-4.0: |0.0-4.5: |0.0-3.0: |0.0-1.5: |0.0-2.0: |0.0-2.5: |0.0-3.0: |0.0-4.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.0-6.7: |4.5-6.7: |3.0-6.7: |1.5-6.7: |2.0-6.7: |2.5-6.7: |3.0-6.7: |4.0-6.7: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 1256: | | | | | | | | | | |  Cantlin-------|A |0.0-5.2: |0.0-5.5: |0.0-4.0: |0.0-3.5: |0.0-3.5: |0.0-4.0: |0.0-5.0: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | |5.2-6.7: |5.5-6.7: |4.0-6.7: |3.5-6.7: |3.5-6.7: |4.0-6.7: |5.0-6.7: |0.7-6.7: | --- | ---  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | |  | | | | | | | | | | | 1257: | | | | | | | | | | |  Elkriver, | | | | | | | | | | |  rarely | | | | | | | | | | |  flooded------|B |0.0-5.0: |0.0-5.5: |0.0-4.0: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-5.0: |0.0-6.0: |0.0-6.7: |0.0-5.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |5.0-6.7: |5.5-6.7: |4.0-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |5.0-6.7: |6.0-6.7: | --- |5.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | | Wet  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued ____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

_____

 | | | | | | | | | | | 1257: | | | | | | | | | | |  Mosford, | | | | | | | | | | |  rarely | | | | | | | | | | |  flooded------|B |0.0-5.0: |0.0-5.5: |0.0-4.0: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-5.0: |0.0-6.0: |0.0-6.7: |0.0-5.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |5.0-6.7: |5.5-6.7: |4.0-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |5.0-6.7: |6.0-6.7: | --- |5.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | | Wet  | | | | | | | | | | | 1258B: | | | | | | | | | | |  Zimmerman, | | | | | | | | | | |  thick solum--|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 1258C: | | | | | | | | | | |  Zimmerman, | | | | | | | | | | |  thick solum--|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 1258E: | | | | | | | | | | |  Zimmerman, | | | | | | | | | | |  thick solum--|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | | 1260B: | | | | | | | | | | |  Stonelake-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-4.6: |0.0-3.6: |0.0-3.9: |0.0-4.6: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.6-6.7: |3.6-6.7: |3.9-6.7: |4.6-6.7: | --- | --- | --- |5.9-6.7:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | | | | | | | | | | 1260C: | | | | | | | | | | |  Stonelake-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 20.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | | component name |group | | | | | | | | | | _____________________________________________________________________________________________________________________________________ | | | | | | | | | | | 1260E: | | | | | | | | | | |  Stonelake-----|A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |0.7-6.7: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Nebish--------|B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1270B: | | | | | | | | | | |  Milaca, | | | | | | | | | | |  moderately | | | | | | | | | | |  wet----------|C |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |2.5-4.0: |3.0-4.0: |3.5-4.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | 1288: | | | | | | | | | | |  Seelyeville, | | | | | | | | | | |  ponded-------|A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Markey, ponded|A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 1356: | | | | | | | | | | |  Water, misc. | | | | | | | | | | |  | | | | | | | | | | | 1946: | | | | | | | | | | |  Fordum, | | | | | | | | | | |  frequently | | | | | | | | | | |  flooded------|D |0.0-1.5: |0.0-1.8: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.8: |0.0-1.2: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist  | |1.5-6.7: |1.8-6.7: |1.0-6.7: | --- | --- | --- |0.8-6.7: |1.2-6.7: |1.5-6.7: |1.0-6.7:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Winterfield, | | | | | | | | | | |  frequently | | | | | | | | | | |  flooded------|A |0.0-4.0: |0.0-4.0: |0.0-3.0: |0.0-1.5: |0.0-1.8: |0.0-2.0: |0.0-3.0: |0.0-4.0: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.0-6.7: |4.0-6.7: |3.0-6.7: |1.5-6.7: |1.8-6.7: |2.0-6.7: |3.0-6.7: |4.0-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | W: | | | | | | | | | | |  Water. | | | | | | | | | | |  | | | | | | | | | | | _____________________________________________________________________________________________________________________________________
Table 21.--Flooding Frequency and Duration (See text for definitions of terms used in this table. Absence of an entry indicates that no estimation was ma

________________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 7A: | | | | | | | | | |  Hubbard---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 7B: | | | | | | | | | |  Hubbard---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 7C: | | | | | | | | | |  Hubbard---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 32B: | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 32C: | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 32D: | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 32E: | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38B: | | | | | | | | | |  Waukon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 75: | | | | | | | | | |  Bluffton, | | | | | | | | | |  depressional---|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125: | | | | | | | | | |  Beltrami--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 152C: | | | | | | | | | |  Milaca----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 152E: | | | | | | | | | |  Milaca----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 158A: | | | | | | | | | |  Zimmerman-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 158B: | | | | | | | | | |  Zimmerman-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 158C: | | | | | | | | | |  Zimmerman-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 21.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 158E: | | | | | | | | | |  Zimmerman-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 161: | | | | | | | | | |  Isanti, | | | | | | | | | |  depressional---|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 162: | | | | | | | | | |  Lino------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 164A: | | | | | | | | | |  Mora------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 165: | | | | | | | | | |  Parent----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 166: | | | | | | | | | |  Ronneby---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 169B: | | | | | | | | | |  Braham----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 169C: | | | | | | | | | |  Braham----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 169D: | | | | | | | | | |  Braham----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 204B: | | | | | | | | | |  Cushing---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 204C: | | | | | | | | | |  Cushing---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 258B: | | | | | | | | | |  Sandberg--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 258C: | | | | | | | | | |  Sandberg--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 258E: | | | | | | | | | |  Sandberg--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 260: | | | | | | | | | |  Duelm-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 21.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 261: | | | | | | | | | |  Isan, | | | | | | | | | |  depressional---|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 325: | | | | | | | | | |  Prebish, | | | | | | | | | |  depressional---|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 341: | | | | | | | | | |  Arvilla---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 346: | | | | | | | | | |  Talmoon---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 373: | | | | | | | | | |  Renshaw---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454B: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454C: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 540: | | | | | | | | | |  Seelyeville-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 543: | | | | | | | | | |  Markey----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 544: | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 565: | | | | | | | | | |  Eckvoll---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 567: | | | | | | | | | |  Verndale--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 623A: | | | | | | | | | |  Pierz-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 623B: | | | | | | | | | |  Pierz-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 708: | | | | | | | | | |  Rushlake--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 21.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 730A: | | | | | | | | | |  Sanburn---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 730B: | | | | | | | | | |  Sanburn---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 732B: | | | | | | | | | |  Bushville-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 768: | | | | | | | | | |  Mosford---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 771: | | | | | | | | | |  Elkriver, rarely| | | | | | | | | |  flooded--------|None |None |Rare |Rare |Rare |Rare |None |None |None |None  | | | Very | Very | Very | Very | | | |  | | | brief | brief | brief | brief | | | |  | | | | | | | | | | 799: | | | | | | | | | |  Seelyeville, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------|None |None |Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|None |None  | | | Long | Long | Long | Long | Brief | Brief | |  Bowstring, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------|None |None |Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|None |None  | | | Long | Long | Long | Long | Brief | Brief | |  | | | | | | | | | | 1013: | | | | | | | | | |  Pits. | | | | | | | | | |  | | | | | | | | | | 1015: | | | | | | | | | |  Udipsamments----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1016: | | | | | | | | | |  Udorthents------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1028: | | | | | | | | | |  Udorthents. | | | | | | | | | |  | | | | | | | | | |  Pits, gravel. | | | | | | | | | |  | | | | | | | | | | 1109: | | | | | | | | | |  Isanti----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1110: | | | | | | | | | |  Isan------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 21.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 1223: | | | | | | | | | |  Sandberg--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Arvilla---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1224: | | | | | | | | | |  Hubbard---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Verndale--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1231: | | | | | | | | | |  Hubbard---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Mosford---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1253B: | | | | | | | | | |  Stonelake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sanburn---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1253C: | | | | | | | | | |  Stonelake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sanburn---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1253E: | | | | | | | | | |  Stonelake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sanburn---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1254: | | | | | | | | | |  Ricelake--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1255: | | | | | | | | | |  Elkriver, | | | | | | | | | |  occasionally | | | | | | | | | |  flooded--------|None |None |Occasional|Occasional|Occasional|Occasional|Occasional|Occasional|None |None  | | | Brief | Brief | Brief | Brief | Very | Very | |  | | | | | | | brief | brief | |  | | | | | | | | | | 1256: | | | | | | | | | |  Cantlin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 21.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 1257: | | | | | | | | | |  Elkriver, rarely| | | | | | | | | |  flooded--------|None |None |Rare |Rare |Rare |Rare |None |None |None |None  | | | Very | Very | Very | Very | | | |  | | | brief | brief | brief | brief | | | |  | | | | | | | | | |  Mosford, rarely | | | | | | | | | |  flooded--------|None |None |Rare |Rare |Rare |Rare |None |None |None |None  | | | Very | Very | Very | Very | | | |  | | | brief | brief | brief | brief | | | |  | | | | | | | | | | 1258B: | | | | | | | | | |  Zimmerman, thick| | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1258C: | | | | | | | | | |  Zimmerman, thick| | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1258E: | | | | | | | | | |  Zimmerman, thick| | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1260B: | | | | | | | | | |  Stonelake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1260C: | | | | | | | | | |  Stonelake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1260E: | | | | | | | | | |  Stonelake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Nebish----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1270B: | | | | | | | | | |  Milaca, | | | | | | | | | |  moderately wet |None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1288: | | | | | | | | | |  Seelyeville, | | | | | | | | | |  ponded---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Markey, ponded--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 21.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | ________________________________________________________________________________________________________________________________ | | | | | | | | | | 1356: | | | | | | | | | |  Water, | | | | | | | | | |  miscellaneous. | | | | | | | | | |  | | | | | | | | | | 1946: | | | | | | | | | |  Fordum, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------|None |None |Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|None |None  | | | Long | Long | Long | Long | Brief | Brief | |  Winterfield, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------|None |None |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|None |None  | | | Long | Brief | Brief | Brief | Very | Very | |  | | | | | | | brief | brief | |  | | | | | | | | | | W: | | | | | | | | | |  Water. | | | | | | | | | |  | | | | | | | | | | ________________________________________________________________________________________________________________________________
Table 22.--Ponding Frequency, Duration, and Depth (Depth refers to the depth, in feet, of the water above the surface. See text for definitions of terms used in this table. Absen

 indicates that no estimation was made.) ________________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 7A: | | | | | | | | | |  Hubbard---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 7B: | | | | | | | | | |  Hubbard---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 7C: | | | | | | | | | |  Hubbard---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 32B: | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 32C: | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 32D: | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 32E: | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 38B: | | | | | | | | | |  Waukon----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 75: | | | | | | | | | |  Bluffton, | | | | | | | | | |  depressional---| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 125: | | | | | | | | | |  Beltrami--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 152C: | | | | | | | | | |  Milaca----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 152E: | | | | | | | | | |  Milaca----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 158A: | | | | | | | | | |  Zimmerman-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 
Table 22.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 158B: | | | | | | | | | |  Zimmerman-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 158C: | | | | | | | | | |  Zimmerman-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 158E: | | | | | | | | | |  Zimmerman-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 161: | | | | | | | | | |  Isanti, | | | | | | | | | |  depressional---| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 162: | | | | | | | | | |  Lino------------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 164A: | | | | | | | | | |  Mora------------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 165: | | | | | | | | | |  Parent----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 166: | | | | | | | | | |  Ronneby---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 169B: | | | | | | | | | |  Braham----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 169C: | | | | | | | | | |  Braham----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 169D: | | | | | | | | | |  Braham----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 204B: | | | | | | | | | |  Cushing---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 204C: | | | | | | | | | |  Cushing---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 258B: | | | | | | | | | |  Sandberg--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 
Table 22.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 258C: | | | | | | | | | |  Sandberg--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 258E: | | | | | | | | | |  Sandberg--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 260: | | | | | | | | | |  Duelm-----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 261: | | | | | | | | | |  Isan, | | | | | | | | | |  depressional---| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 325: | | | | | | | | | |  Prebish, | | | | | | | | | |  depressional---| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 341: | | | | | | | | | |  Arvilla---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 346: | | | | | | | | | |  Talmoon---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 373: | | | | | | | | | |  Renshaw---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 454B: | | | | | | | | | |  Mahtomedi-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 454C: | | | | | | | | | |  Mahtomedi-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 540: | | | | | | | | | |  Seelyeville-----| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 
Table 22.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 543: | | | | | | | | | |  Markey----------| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 544: | | | | | | | | | |  Cathro----------| None | None |Frequent |Frequent |Frequent |Frequent | None | None | None | None  | | | Long | Very long| Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 1.0 | 1.0 | 1.0 | 0.5 | | | |  | | | | | | | | | | 565: | | | | | | | | | |  Eckvoll---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 567: | | | | | | | | | |  Verndale--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 623A: | | | | | | | | | |  Pierz-----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 623B: | | | | | | | | | |  Pierz-----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 708: | | | | | | | | | |  Rushlake--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 730A: | | | | | | | | | |  Sanburn---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 730B: | | | | | | | | | |  Sanburn---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 732B: | | | | | | | | | |  Bushville-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 768: | | | | | | | | | |  Mosford---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 771: | | | | | | | | | |  Elkriver, rarely| | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 799: | | | | | | | | | |  Seelyeville, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 
Table 22.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 799: | | | | | | | | | |  Bowstring, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1013: | | | | | | | | | |  Pits------------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1015: | | | | | | | | | |  Udipsamments----| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1016: | | | | | | | | | |  Udorthents------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1028: | | | | | | | | | |  Udorthents------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Pits, gravel----| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1109: | | | | | | | | | |  Isanti----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1110: | | | | | | | | | |  Isan------------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1223: | | | | | | | | | |  Sandberg--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Arvilla---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1224: | | | | | | | | | |  Hubbard---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Verndale--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1231: | | | | | | | | | |  Hubbard---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Mosford---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1253B: | | | | | | | | | |  Stonelake-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Sanburn---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 
Table 22.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 1253C: | | | | | | | | | |  Stonelake-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Sanburn---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1253E: | | | | | | | | | |  Stonelake-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Sanburn---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1254: | | | | | | | | | |  Ricelake--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1255: | | | | | | | | | |  Elkriver, | | | | | | | | | |  occasionally | | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1256: | | | | | | | | | |  Cantlin---------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1257: | | | | | | | | | |  Elkriver, rarely| | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Mosford, rarely | | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1258B: | | | | | | | | | |  Zimmerman, thick| | | | | | | | | |  solum----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1258C: | | | | | | | | | |  Zimmerman, thick| | | | | | | | | |  solum----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1258E: | | | | | | | | | |  Zimmerman, thick| | | | | | | | | |  solum----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1260B: | | | | | | | | | |  Stonelake-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 
Table 22.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | ________________________________________________________________________________________________________________________________ | | | | | | | | | | 1260C: | | | | | | | | | |  Stonelake-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1260E: | | | | | | | | | |  Stonelake-------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Nebish----------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1270B: | | | | | | | | | |  Milaca, | | | | | | | | | |  moderately wet | None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | 1288: | | | | | | | | | |  Seelyeville, | | | | | | | | | |  ponded---------|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 2.0 | 2.0 | 3.0 | 3.0 | 3.0 | 2.5 | 1.0 | 0.5 | 1.0 | 2.0  | | | | | | | | | |  Markey, ponded--|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 2.0 | 2.0 | 3.0 | 3.0 | 3.0 | 2.5 | 1.0 | 0.5 | 1.0 | 2.0  | | | | | | | | | | 1356: | | | | | | | | | |  Water, | | | | | | | | | |  miscellaneous. | | | | | | | | | |  | | | | | | | | | | 1946: | | | | | | | | | |  Fordum, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | |  Winterfield, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------| None | None | None | None | None | None | None | None | None | None  | | | | | | | | | | W: | | | | | | | | | |  Water. | | | | | | | | | |  | | | | | | | | | | ________________________________________________________________________________________________________________________________
Sherburne County, Minnesota 253

Table 23.--Soil Features

(See text for definitions of terms used in this table. Absence of an entry indicates that the feature is not a

 concern or that data were not estimated.)

___________________________________________________________________________________________________________________

 | | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol and | Pct. of |_________________________|_______________| Potential |_________________________

 component name | map unit| | Depth | | | for | Uncoated |

 | | Kind |to top |Initial| Total |frost action| steel | Concrete ___________________________________________________________________________________________________________________

 | | | In | In | In | | |

 | | | | | | | |

7A: | | | | | | | |

 Hubbard----------------| 95 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

7B: | | | | | | | |

 Hubbard----------------| 95 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

7C: | | | | | | | |

 Hubbard----------------| 95 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

32B: | | | | | | | |

 Nebish-----------------| 85 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

32C: | | | | | | | |

 Nebish-----------------| 85 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

32D: | | | | | | | |

 Nebish-----------------| 85 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

32E: | | | | | | | |

 Nebish-----------------| 85 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

38B: | | | | | | | |

 Waukon-----------------| 90 | --- | >80 | 0 | --- |Moderate |Low |Low

 | | | | | | | |

75: | | | | | | | |

 Bluffton, depressional | 90 | --- | >80 | 0 | --- |High |High |Moderate

 | | | | | | | |

125: | | | | | | | |

 Beltrami---------------| 90 | --- | >80 | 0 | --- |High |Moderate |Low

 | | | | | | | |

152C: | | | | | | | |

 Milaca-----------------| 95 | --- | >80 | 0 | --- |Moderate |Low |Moderate

 | | | | | | | |

152E: | | | | | | | |

 Milaca-----------------| 95 | --- | >80 | 0 | --- |Moderate |Low |Moderate

 | | | | | | | |

158A: | | | | | | | |

 Zimmerman--------------| 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

158B: | | | | | | | |

 Zimmerman--------------| 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

158C: | | | | | | | |

 Zimmerman--------------| 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

158E: | | | | | | | |

 Zimmerman--------------| 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

161: | | | | | | | |

 Isanti, depressional---| 95 | --- | >80 | 0 | --- |Moderate |High |Moderate

 | | | | | | | |

162: | | | | | | | |

 Lino-------------------| 95 | --- | >80 | 0 | --- |Moderate |Low |High

 | | | | | | | |

164A: | | | | | | | |

 Mora-------------------| 95 | --- | >80 | 0 | --- |High |Moderate |Moderate

 | | | | | | | |
254 Soil Survey of

Table 23.--Soil Features--Continued

___________________________________________________________________________________________________________________

 | | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol and | Pct. of |_________________________|_______________| Potential |_________________________

 component name | map unit| | Depth | | | for | Uncoated |

 | | Kind |to top |Initial| Total |frost action| steel | Concrete ___________________________________________________________________________________________________________________

 | | | In | In | In | | |

 | | | | | | | |

165: | | | | | | | |

 Parent-----------------| 90 | --- | >80 | 0 | --- |High |High |Moderate

 | | | | | | | |

166: | | | | | | | |

 Ronneby----------------| 90 | --- | >80 | 0 | --- |High |Moderate |Moderate

 | | | | | | | |

169B: | | | | | | | |

 Braham-----------------| 90 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

169C: | | | | | | | |

 Braham-----------------| 90 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

169D: | | | | | | | |

 Braham-----------------| 90 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

204B: | | | | | | | |

 Cushing----------------| 90 | --- | >80 | 0 | --- |Moderate |Moderate |Moderate

 | | | | | | | |

204C: | | | | | | | |

 Cushing----------------| 95 | --- | >80 | 0 | --- |Moderate |Moderate |Moderate

 | | | | | | | |

258B: | | | | | | | |

 Sandberg---------------| 95 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |

258C: | | | | | | | |

 Sandberg---------------| 95 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |

258E: | | | | | | | |

 Sandberg---------------| 95 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |

260: | | | | | | | |

 Duelm------------------| 95 | --- | >80 | 0 | --- |Moderate |Low |Moderate

 | | | | | | | |

261: | | | | | | | |

 Isan, depressional-----| 95 | --- | >80 | 0 | --- |Moderate |High |Moderate

 | | | | | | | |

325: | | | | | | | |

 Prebish, depressional--| 95 | --- | >80 | 0 | --- |High |High |Low

 | | | | | | | |

341: | | | | | | | |

 Arvilla----------------| 95 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |

346: | | | | | | | |

 Talmoon----------------| 90 | --- | >80 | 0 | --- |High |High |Moderate

 | | | | | | | |

373: | | | | | | | |

 Renshaw----------------| 95 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |

454B: | | | | | | | |

 Mahtomedi--------------| 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

454C: | | | | | | | |

 Mahtomedi--------------| 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

540: | | | | | | | |

 Seelyeville------------| 95 | --- | >80 | 0 | 50-55 |High |High |Moderate

 | | | | | | | |

543: | | | | | | | |

 Markey-----------------| 90 | --- | >80 | 0 | 25-30 |High |High |Low

 | | | | | | | |

544: | | | | | | | |

 Cathro-----------------| 95 | --- | >80 | --- | 19-22 |High |High |Low

 | | | | | | | |
Sherburne County, Minnesota 255

Table 23.--Soil Features--Continued

___________________________________________________________________________________________________________________

 | | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol and | Pct. of |_________________________|_______________| Potential |_________________________

 component name | map unit| | Depth | | | for | Uncoated |

 | | Kind |to top |Initial| Total |frost action| steel | Concrete ___________________________________________________________________________________________________________________

 | | | In | In | In | | |

 | | | | | | | |

565: | | | | | | | |

 Eckvoll----------------| 90 | --- | >80 | 0 | --- |High |Moderate |Low

 | | | | | | | |

567: | | | | | | | |

 Verndale---------------| 95 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

623A: | | | | | | | |

 Pierz------------------| 95 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

623B: | | | | | | | |

 Pierz------------------| 95 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

708: | | | | | | | |

 Rushlake---------------| 85 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

730A: | | | | | | | |

 Sanburn----------------| 90 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

730B: | | | | | | | |

 Sanburn----------------| 90 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

732B: | | | | | | | |

 Bushville--------------| 95 | --- | >80 | 0 | --- |Low |Moderate |Moderate

 | | | | | | | |

768: | | | | | | | |

 Mosford----------------| 95 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

771: | | | | | | | |

 Elkriver, rarely | | | | | | | |

 flooded---------------| 95 | --- | >80 | 0 | --- |Moderate |Moderate |Moderate

 | | | | | | | |

799: | | | | | | | |

 Seelyeville, frequently| | | | | | | |

 flooded---------------| 45 | --- | >80 | --- | 50-55 |High |High |Moderate

 | | | | | | | |

 Bowstring, frequently | | | | | | | |

 flooded---------------| 45 | --- | >80 | --- | 20-30 |High |High |Low

 | | | | | | | |

1013: | | | | | | | |

 Pits-------------------| 90 |Bedrock (lithic) | 0-4 | --- | --- | --- | --- | ---

 | | | | | | | |

1015: | | | | | | | |

 Udipsamments. | | | | | | | |

 | | | | | | | |

1016: | | | | | | | |

 Udorthents. | | | | | | | |

 | | | | | | | |

1028: | | | | | | | |

 Udorthents. | | | | | | | |

 | | | | | | | |

 Pits, gravel. | | | | | | | |

 | | | | | | | |

1109: | | | | | | | |

 Isanti-----------------| 90 | --- | >80 | 0 | --- |Moderate |High |Moderate

 | | | | | | | |

1110: | | | | | | | |

 Isan-------------------| 90 | --- | >80 | 0 | --- |Moderate |High |Moderate

 | | | | | | | |

1223: | | | | | | | |

 Sandberg---------------| 60 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |

 Arvilla----------------| 30 | --- | >80 | 0 | --- |Low |Moderate |Low

 | | | | | | | |
256 Soil Survey of

Table 23.--Soil Features--Continued

___________________________________________________________________________________________________________________

 | | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol and | Pct. of |_________________________|_______________| Potential |_________________________

 component name | map unit| | Depth | | | for | Uncoated |

 | | Kind |to top |Initial| Total |frost action| steel | Concrete ___________________________________________________________________________________________________________________

 | | | In | In | In | | |

 | | | | | | | |

1224: | | | | | | | |

 Hubbard----------------| 60 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

 Verndale---------------| 35 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

1231: | | | | | | | |

 Hubbard----------------| 60 | --- | >80 | 0 | --- |Low |Low |Low

 | | | | | | | |

 Mosford----------------| 35 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

1253B: | | | | | | | |

 Stonelake--------------| 60 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

 Sanburn----------------| 30 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

1253C: | | | | | | | |

 Stonelake--------------| 65 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

 Sanburn----------------| 25 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

1253E: | | | | | | | |

 Stonelake--------------| 65 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

 Sanburn----------------| 25 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

1254: | | | | | | | |

 Ricelake---------------| 90 | --- | >80 | 0 | --- |High |High |Low

 | | | | | | | |

1255: | | | | | | | |

 Elkriver, occasionally | | | | | | | |

 flooded---------------| 90 | --- | >80 | 0 | --- |Moderate |Moderate |Moderate

 | | | | | | | |

1256: | | | | | | | |

 Cantlin----------------| 90 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

1257: | | | | | | | |

 Elkriver, rarely | | | | | | | |

 flooded---------------| 55 | --- | >80 | 0 | --- |Moderate |Moderate |Moderate

 | | | | | | | |

 Mosford, rarely flooded| 35 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

1258B: | | | | | | | |

 Zimmerman, thick solum | 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

1258C: | | | | | | | |

 Zimmerman, thick solum | 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

1258E: | | | | | | | |

 Zimmerman, thick solum | 95 | --- | >80 | 0 | --- |Low |Low |High

 | | | | | | | |

1260B: | | | | | | | |

 Stonelake--------------| 55 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

 Nebish-----------------| 30 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

1260C: | | | | | | | |

 Stonelake--------------| 55 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

 Nebish-----------------| 30 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |
Sherburne County, Minnesota 257

Table 23.--Soil Features--Continued

___________________________________________________________________________________________________________________

 | | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol and | Pct. of |_________________________|_______________| Potential |_________________________

 component name | map unit| | Depth | | | for | Uncoated |

 | | Kind |to top |Initial| Total |frost action| steel | Concrete ___________________________________________________________________________________________________________________

 | | | In | In | In | | |

 | | | | | | | |

1260E: | | | | | | | |

 Stonelake--------------| 60 | --- | >80 | 0 | --- |Low |Low |Moderate

 | | | | | | | |

 Nebish-----------------| 25 | --- | >80 | 0 | --- |Moderate |Moderate |Low

 | | | | | | | |

1270B: | | | | | | | |

 Milaca, moderately wet | 90 | --- | >80 | 0 | --- |Moderate |Low |Moderate

 | | | | | | | |

1288: | | | | | | | |

 Seelyeville, ponded----| 60 | --- | >80 | 0 | 66-78 |High |High |Moderate

 | | | | | | | |

 Markey, ponded---------| 30 | --- | >80 | 8-22 | 16-44 |High |High |Moderate

 | | | | | | | |

1356: | | | | | | | |

 Water, miscellaneous. | | | | | | | |

 | | | | | | | |

1946: | | | | | | | |

 Fordum, frequently | | | | | | | |

 flooded---------------| 65 | --- | >80 | 0 | --- |High |High |Low

 | | | | | | | |

 Winterfield, | | | | | | | |

 frequently flooded----| 20 | --- | >80 | 0 | --- |Moderate |Moderate |Moderate

 | | | | | | | |

W: | | | | | | | |

 Water. | | | | | | | |

 | | | | | | | | ___________________________________________________________________________________________________________________

259

American Association of State Highway and Transportation Officials (AASHTO). 2000.

Standard specifications for transportation materials and methods of sampling and

testing. 20th edition, 2 volumes.

American Society for Testing and Materials (ASTM). 2001. Standard classification of

soils for engineering purposes. ASTM Standard D 2487–00.

Cooper, W.S. 1935. The history of the upper Mississippi River in Late Wisconsin and

postglacial time. Minnesota Geological Bulletin 26.

Keen, K.H., and Linda C.K. Shane. 1990. A continuous record of Holocene eolian

activity and vegetation change at Lake Ann, east-central Minnesota. Geological Society

of America Bulletin 102: 1646–1657.

Leverett, F., and F.W. Sardeson. 1932. Quaternary geology of Minnesota and parts of

adjacent states. U.S. Geological Survey Professional Paper 161, pages 78–90.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.

Department of Agriculture Handbook 18.

Soil Survey Staff. 1998. Keys to soil taxonomy. 8th edition. U.S. Department of

Agriculture, Natural Resources Conservation Service.

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making

and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service.

U.S. Department of Agriculture Handbook 436.

United States Department of Agriculture. 1961. Land capability classification. U.S.

Department of Agriculture Handbook 210.

United States Department of Agriculture. 1981. Major land resource regions and major

land resource areas of the United States. U.S. Department of Agriculture Handbook

296.

References

261

Ablation till. Loose, permeable till deposited during

the final downwasting of glacial ice. Lenses of

crudely sorted sand and gravel are common.

Aeration, soil. The exchange of air in soil with air

from the atmosphere. The air in a well aerated soil

is similar to that in the atmosphere; the air in a

poorly aerated soil is considerably higher in

carbon dioxide and lower in oxygen.

Aggregate, soil. Many fine particles held in a single

mass or cluster. Natural soil aggregates, such as

granules, blocks, or prisms, are called peds. Clods

are aggregates produced by tillage or logging.

Alluvium. Material, such as sand, silt, or clay,

deposited on land by streams.

Alpha,alpha-dipyridyl. A dye that when dissolved in

1N ammonium acetate is used to detect the

presence of reduced iron (Fe II) in the soil. A

positive reaction indicates a type of redoximorphic

feature.

Animal unit month (AUM). The amount of forage

required by one mature cow of approximately

1,000 pounds weight, with or without a calf, for 1

month.

Aquic conditions. Current soil wetness characterized

by saturation, reduction, and redoximorphic

features.

Argillic horizon. A subsoil horizon characterized by

an accumulation of illuvial clay.

Aspect. The direction in which a slope faces.

Available water capacity (available moisture

capacity). The capacity of soils to hold water

available for use by most plants. It is commonly

defined as the difference between the amount of

soil water at field moisture capacity and the

amount at wilting point. It is commonly expressed

as inches of water per inch of soil. The capacity, in

inches, in a 60-inch profile or to a limiting layer is

expressed as:

Very low ............................................................ 0 to 3

Low ................................................................... 3 to 6

Moderate .......................................................... 6 to 9

High ................................................................ 9 to 12

Very high .............................................. more than 12

Backslope. The position that forms the steepest and

generally linear, middle portion of a hillslope. In

profile, backslopes are commonly bounded by a

convex shoulder above and a concave footslope

below.

Basal till. Compact glacial till deposited beneath the

ice.

Base saturation. The degree to which material having

cation-exchange properties is saturated with

exchangeable bases (sum of Ca, Mg, Na, and K),

expressed as a percentage of the total cationexchange capacity.

Base slope. A geomorphic component of hills

consisting of the concave to linear (perpendicular

to the contour) slope that, regardless of the lateral

shape, forms an apron or wedge at the bottom of

a hillside dominated by colluvium and slope-wash

sediments (for example, slope alluvium).

Beach deposits. Material, such as sand and gravel,

that is generally laid down parallel to an active or

relict shoreline of a postglacial or glacial lake.

Bedding planes. Fine strata, less than 5 millimeters

thick, in unconsolidated alluvial, eolian, lacustrine,

or marine sediment.

Bedrock. The solid rock that underlies the soil and

other unconsolidated material or that is exposed

at the surface.

Bedrock-controlled topography. A landscape where

the configuration and relief of the landforms are

determined or strongly influenced by the

underlying bedrock.

Bench terrace. A raised, level or nearly level strip of

earth constructed on or nearly on a contour,

supported by a barrier of rocks or similar material,

and designed to make the soil suitable for tillage

and to prevent accelerated erosion.

Bisequum. Two sequences of soil horizons, each of

which consists of an illuvial horizon and the

overlying eluvial horizons.

Blowout. A shallow depression from which all or most

of the soil material has been removed by the wind.

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.

Bog. Waterlogged, spongy ground, consisting

Glossary
262 Soil Survey of

primarily of mosses, containing acidic, decaying

vegetation (such as sphagnum, sedges, and

heaths) that develops into peat.

Boulders. Rock fragments larger than 2 feet (60

centimeters) in diameter.

Brush management. Use of mechanical, chemical, or

biological methods to make conditions favorable

for reseeding or to reduce or eliminate competition

from woody vegetation and thus allow understory

grasses and forbs to recover. Brush management

increases forage production and thus reduces the

hazard of erosion. It can improve the habitat for

some species of wildlife.

Calcareous soil. A soil containing enough calcium

carbonate (commonly combined with magnesium

carbonate) to effervesce visibly when treated with

cold, dilute hydrochloric acid.

Canopy. The leafy crown of trees or shrubs. (See

Crown.)

Capillary water. Water held as a film around soil

particles and in tiny spaces between particles.

Surface tension is the adhesive force that holds

capillary water in the soil.

Catena. A sequence, or “chain,” of soils on a

landscape that formed in similar kinds of parent

material but have different characteristics as a

result of differences in relief and drainage.

Cation. An ion carrying a positive charge of electricity.

The common soil cations are calcium, potassium,

magnesium, sodium, and hydrogen.

Cation-exchange capacity. The total amount of

exchangeable cations that can be held by the soil,

expressed in terms of milliequivalents per 100

grams of soil at neutrality (pH 7.0) or at some

other stated pH value. The term, as applied to

soils, is synonymous with base-exchange capacity

but is more precise in meaning.

Catsteps. Very small, irregular terraces on steep

hillsides, especially in pasture, formed by the

trampling of cattle or the slippage of saturated

soil.

Channery soil material. Soil material that has, by

volume, 15 to 35 percent thin, flat fragments of

sandstone, shale, slate, limestone, or schist as

much as 6 inches (15 centimeters) along the

longest axis. A single piece is called a channer.

Chemical treatment. Control of unwanted vegetation

through the use of chemicals.

Chiseling. Tillage with an implement having one or

more soil-penetrating points that shatter or loosen

hard, compacted layers to a depth below normal

plow depth.

Clay. As a soil separate, the mineral soil particles less

than 0.002 millimeter in diameter. As a soil textural

class, soil material that is 40 percent or more clay,

less than 45 percent sand, and less than 40

percent silt.

Clay depletions. Low-chroma zones having a low

content of iron, manganese, and clay because of

the chemical reduction of iron and manganese

and the removal of iron, manganese, and clay. A

type of redoximorphic depletion.

Clay film. A thin coating of oriented clay on the

surface of a soil aggregate or lining pores or root

channels. Synonyms: clay coating, clay skin.

Climax plant community. The stabilized plant

community on a particular site. The plant cover

reproduces itself and does not change so long as

the environment remains the same.

Coarse textured soil. Sand or loamy sand.

Cobble (or cobblestone). A rounded or partly

rounded fragment of rock 3 to 10 inches (7.6 to 25

centimeters) in diameter.

Cobbly soil material. Material that has 15 to 35

percent, by volume, rounded or partially rounded

rock fragments 3 to 10 inches (7.6 to 25

centimeters) in diameter. Very cobbly soil material

has 35 to 60 percent of these rock fragments, and

extremely cobbly soil material has more than 60

percent.

COLE (coefficient of linear extensibility). See

Linear extensibility.

Colluvium. Soil material or rock fragments, or both,

moved by creep, slide, or local wash and

deposited at the base of steep slopes.

Complex slope. Irregular or variable slope. Planning

or establishing terraces, diversions, and other

water-control structures on a complex slope is

difficult.

Complex, soil. A map unit of two or more kinds of soil

or miscellaneous areas in such an intricate

pattern or so small in area that it is not practical to

map them separately at the selected scale of

mapping. The pattern and proportion of the soils

or miscellaneous areas are somewhat similar in

all areas.

Concretions. Cemented bodies with crude internal

symmetry organized around a point, a line, or a

plane. They typically take the form of concentric

layers visible to the naked eye. Calcium

carbonate, iron oxide, and manganese oxide are

common compounds making up concretions. If

formed in place, concretions of iron oxide or

manganese oxide are generally considered a type

of redoximorphic concentration.

Conservation cropping system. Growing crops in

combination with needed cultural and

management practices. In a good conservation
Sherburne County, Minnesota 263

cropping system, the soil-improving crops and

practices more than offset the effects of the soildepleting crops and practices. Cropping systems

are needed on all tilled soils. Soil-improving

practices in a conservation cropping system

include the use of rotations that contain grasses

and legumes and the return of crop residue to the

soil. Other practices include the use of green

manure crops of grasses and legumes, proper

tillage, adequate fertilization, and weed and pest

control.

Conservation tillage. A tillage system that does not

invert the soil and that leaves a protective amount

of crop residue on the surface throughout the

year.

Consistence, soil. Refers to the degree of cohesion

and adhesion of soil material and its resistance to

deformation when ruptured. Consistence includes

resistance of soil material to rupture and to

penetration; plasticity, toughness, and stickiness

of puddled soil material; and the manner in which

the soil material behaves when subject to

compression. Terms describing consistence are

defined in the “Soil Survey Manual.”

Contour stripcropping. Growing crops in strips that

follow the contour. Strips of grass or close-growing

crops are alternated with strips of clean-tilled

crops or summer fallow.

Control section. The part of the soil on which

classification is based. The thickness varies

among different kinds of soil, but for many it is that

part of the soil profile between depths of 10 inches

and 40 or 80 inches.

Coprogenous earth (sedimentary peat). Fecal

material deposited in water by aquatic organisms.

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.

Cropping system. Growing crops according to a

planned system of rotation and management

practices.

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.

Cross-slope farming. Deliberately conducting

farming operations on sloping farmland in such a

way that tillage is across the general slope.

Crown. The upper part of a tree or shrub, including

the living branches and their foliage.

Cutbanks cave (in tables). The walls of excavations

tend to cave in or slough.

Decreasers. The most heavily grazed climax range

plants. Because they are the most palatable, they

are the first to be destroyed by overgrazing.

Deferred grazing. Postponing grazing or resting

grazing land for a prescribed period.

Delta. A body of alluvium having a surface that is

nearly flat and fan shaped; deposited at or near

the mouth of a river or stream where it enters a

body of relatively quiet water, generally a sea or

lake.

Dense layer (in tables). A very firm, massive layer that

has a bulk density of more than 1.8 grams per

cubic centimeter. Such a layer affects the ease of

digging and can affect filling and compacting.

Depression. Any relatively sunken part of the earth’s

surface; especially a low-lying area surrounded by

higher ground. A closed depression has no natural

outlet for surface drainage.

Depth, soil. Generally, the thickness of the soil over

bedrock. Very deep soils are more than 60 inches

deep over bedrock; deep soils, 40 to 60 inches;

moderately deep, 20 to 40 inches; shallow, 10 to

20 inches; and very shallow, less than 10 inches.

Disintegration moraine. A drift topography

characterized by chaotic mounds and pits,

generally randomly oriented, developed in

supraglacial drift by collapse and flow as the

underlying stagnant ice melted. Slopes may be

steep and unstable. Abrupt changes between

materials of differing lithology are common.

Diversion (or diversion terrace). A ridge of earth,

generally a terrace, built to protect downslope

areas by diverting runoff from its natural course.

Drainage class (natural). Refers to the frequency and

duration of wet periods under conditions similar to

those under which the soil formed. Alterations of

the water regime by human activities, either

through drainage or irrigation, are not a

consideration unless they have significantly

changed the morphology of the soil. Seven

classes of natural soil drainage are recognized—

excessively drained, somewhat excessively

drained, well drained, moderately well drained,

somewhat poorly drained, poorly drained, and

very poorly drained. These classes are defined in

the “Soil Survey Manual.”

Drainage, surface. Runoff, or surface flow of water,

from an area.

Drainageway. A relatively small, linear depression

that, at some time, moves concentrated water and

either does not have a defined channel or has

only a small defined channel.
264 Soil Survey of

Drumlin. A low, smooth, elongated oval hill, mound, or

ridge of compact glacial till. The longer axis is

parallel to the path of the glacier and commonly

has a blunt nose pointing in the direction from

which the ice approached.

Duff. A generally firm organic layer on the surface of

mineral soils. It consists of fallen plant material

that is in the process of decomposition and

includes everything from the litter on the surface

to underlying pure humus.

Eluviation. The movement of material in true solution

or colloidal suspension from one place to another

within the soil. Soil horizons that have lost material

through eluviation are eluvial; those that have

received material are illuvial.

End moraine. A ridgelike accumulation that is being

or was produced at the outer margin of an actively

flowing glacier at any given time.

Endosaturation. A type of saturation of the soil in

which all horizons between the upper boundary of

saturation and a depth of 2 meters are saturated.

Eolian soil material. Earthy parent material

accumulated through wind action; commonly

refers to sandy material in dunes or to loess in

blankets on the surface.

Ephemeral stream. A stream, or reach of a stream,

that flows only in direct response to precipitation.

It receives no long-continued supply from melting

snow or other source, and its channel is above the

water table at all times.

Episaturation. A type of saturation indicating a

perched water table in a soil in which saturated

layers are underlain by one or more unsaturated

layers within 2 meters of the surface.

Erosion. The wearing away of the land surface by

water, wind, ice, or other geologic agents and by

such processes as gravitational creep.

Erosion (geologic). Erosion caused by geologic

processes acting over long geologic periods and

resulting in the wearing away of mountains and

the building up of such landscape features as

flood plains and coastal plains. Synonym: natural

erosion.

Erosion (accelerated). Erosion much more rapid

than geologic erosion, mainly as a result of human

or animal activities or of a catastrophe in nature,

such as a fire, that exposes the surface.

Erosion pavement. A layer of gravel or stones that

remains on the surface after fine particles are

removed by sheet or rill erosion.

Escarpment. A relatively continuous and steep slope

or cliff breaking the general continuity of more

gently sloping land surfaces and resulting from

erosion or faulting. Synonym: scarp.

Esker. A narrow, winding ridge of stratified gravelly

and sandy drift deposited by a stream flowing in a

tunnel beneath a glacier.

Fan terrace. A relict alluvial fan, no longer a site of

active deposition, incised by younger and lower

alluvial surfaces.

Fertility, soil. The quality that enables a soil to provide

plant nutrients, in adequate amounts and in proper

balance, for the growth of specified plants when

light, moisture, temperature, tilth, and other growth

factors are favorable.

Fibric soil material (peat). The least decomposed of

all organic soil material. Peat contains a large

amount of well preserved fiber that is readily

identifiable according to botanical origin. Peat has

the lowest bulk density and the highest water

content at saturation of all organic soil material.

Field moisture capacity. The moisture content of a

soil, expressed as a percentage of the ovendry

weight, after the gravitational, or free, water has

drained away; the field moisture content 2 or 3

days after a soaking rain; also called normal field

capacity, normal moisture capacity, or capillary

capacity.

Fine textured soil. Sandy clay, silty clay, or clay.

Firebreak. An area cleared of flammable material to

stop or help control creeping or running fires. It

also serves as a line from which to work and to

facilitate the movement of firefighters and

equipment. Designated roads also serve as

firebreaks.

First bottom. The normal flood plain of a stream,

subject to frequent or occasional flooding.

Flaggy soil material. Material that has, by volume, 15

to 35 percent flagstones. Very flaggy soil material

has 35 to 60 percent flagstones, and extremely

flaggy soil material has more than 60 percent

flagstones.

Flagstone. A thin fragment of sandstone, limestone,

slate, shale, or (rarely) schist 6 to 15 inches (15 to

38 centimeters) long.

Flood plain. A nearly level alluvial plain that borders a

stream and is subject to flooding unless protected

artificially.

Footslope. The position that forms the inner, gently

inclined surface at the base of a hillslope. In

profile, footslopes are commonly concave. A

footslope is a transition zone between upslope

sites of erosion and transport (shoulders and

backslopes) and downslope sites of deposition

(toeslopes).

Forb. Any herbaceous plant not a grass or a sedge.

Forest cover. All trees and other woody plants

(underbrush) covering the ground in a forest.
Sherburne County, Minnesota 265

Forest type. A stand of trees similar in composition

and development because of given physical and

biological factors by which it may be differentiated

from other stands.

Fragipan. A loamy, brittle subsurface horizon low in

porosity and content of organic matter and low or

moderate in clay but high in silt or very fine sand.

A fragipan appears cemented and restricts roots.

When dry, it is hard or very hard and has a higher

bulk density than the horizon or horizons above.

When moist, it tends to rupture suddenly under

pressure rather than to deform slowly.

Genesis, soil. The mode of origin of the soil. Refers

especially to the processes or soil-forming

factors responsible for the formation of the solum,

or true soil, from the unconsolidated parent

material.

Geomorphology. The science that treats the general

configuration of the earth’s surface; specifically,

the study of the classification, description, nature,

origin, and development of landforms and their

relationships to underlying structures, and the

history of geologic changes as recorded by these

surface features. The term is especially applied to

the genetic interpretation of landforms.

Glacial drift. Pulverized and other rock material

transported by glacial ice and then deposited.

Also, the sorted and unsorted material deposited

by streams flowing from glaciers.

Glacial outwash. Gravel, sand, and silt, commonly

stratified, deposited by glacial meltwater.

Glacial till. Unsorted, nonstratified glacial drift

consisting of clay, silt, sand, and boulders

transported and deposited by glacial ice.

Glaciofluvial deposits. Material moved by glaciers

and subsequently sorted and deposited by

streams flowing from the melting ice. The deposits

are stratified and occur as kames, eskers, deltas,

and outwash plains.

Glaciolacustrine deposits. Material ranging from fine

clay to sand derived from glaciers and deposited

in glacial lakes mainly by glacial meltwater. Many

deposits are interbedded or laminated.

Gleyed soil. Soil that formed under poor drainage,

resulting in the reduction of iron and other

elements in the profile and in gray colors.

Graded stripcropping. Growing crops in strips that

grade toward a protected waterway.

Grassed waterway. A natural or constructed

waterway, typically broad and shallow, seeded to

grass as protection against erosion. Conducts

surface water away from cropland.

Gravel. Rounded or angular fragments of rock as

much as 3 inches (2 millimeters to 7.6

centimeters) in diameter. An individual piece is a

pebble.

Gravelly soil material. Material that has 15 to 35

percent, by volume, rounded or angular rock

fragments, not prominently flattened, as much as

3 inches (7.6 centimeters) in diameter.

Green manure crop (agronomy). A soil-improving

crop grown to be plowed under in an early stage

of maturity or soon after maturity.

Ground water. Water filling all the unblocked pores of

the material below the water table.

Gully. A miniature valley with steep sides cut by

running water and through which water ordinarily

runs only after rainfall. The distinction between a

gully and a rill is one of depth. A gully generally is

an obstacle to farm machinery and is too deep to

be obliterated by ordinary tillage; a rill is of lesser

depth and can be smoothed over by ordinary

tillage.

Hard bedrock. Bedrock that cannot be excavated

except by blasting or by the use of special

equipment that is not commonly used in

construction.

Hard to reclaim (in tables). Reclamation is difficult

after the removal of soil for construction and other

uses. Revegetation and erosion control are

extremely difficult.

Head slope. A geomorphic component of hills

consisting of a laterally concave area of a hillside,

especially at the head of a drainageway. The

overland waterflow is converging.

Hemic soil material (mucky peat). Organic soil

material intermediate in degree of decomposition

between the less decomposed fibric material and

the more decomposed sapric material.

Herbaceous peat. An accumulation of organic

material, decomposed to some degree, that is

predominantly the remains of sedges, reeds,

cattails, and other herbaceous plants.

High-chroma zones. Zones having chroma of 3 or

more. Typical color in areas of iron concentrations.

High-residue crops. Such crops as small grain and

corn used for grain. If properly managed, residue

from these crops can be used to control erosion

until the next crop in the rotation is established.

These crops return large amounts of organic

matter to the soil.

Hill. A natural elevation of the land surface, rising as

much as 1,000 feet above surrounding lowlands,

commonly of limited summit area and having a

well defined outline; hillsides generally have

slopes of more than 15 percent. The distinction

between a hill and a mountain is arbitrary and is

dependent on local usage.
266 Soil Survey of

Horizon, soil. A layer of soil, approximately parallel to

the surface, having distinct characteristics produced

by soil-forming processes. In the identification of soil

horizons, an uppercase letter represents the major

horizons. Numbers or lowercase letters that follow

represent subdivisions of the major horizons. An

explanation of the subdivisions is given in the “Soil

Survey Manual.” The major horizons of mineral soil

are as follows:

O horizon.—An organic layer of fresh and

decaying plant residue.

A horizon.—The mineral horizon at or near the

surface in which an accumulation of humified

organic matter is mixed with the mineral material.

Also, a plowed surface horizon, most of which was

originally part of a B horizon.

E horizon.—The mineral horizon in which the

main feature is loss of silicate clay, iron,

aluminum, or some combination of these.

B horizon.—The mineral horizon below an A

horizon. The B horizon is in part a layer of

transition from the overlying A to the underlying C

horizon. The B horizon also has distinctive

characteristics, such as (1) accumulation of clay,

sesquioxides, humus, or a combination of these;

(2) prismatic or blocky structure; (3) redder or

browner colors than those in the A horizon; or (4)

a combination of these.

C horizon.—The mineral horizon or layer,

excluding indurated bedrock, that is little affected

by soil-forming processes and does not have the

properties typical of the overlying soil material.

The material of a C horizon may be either like or

unlike that in which the solum formed. If the

material is known to differ from that in the solum,

an Arabic numeral, commonly a 2, precedes the

letter C.

Cr horizon.—Soft, consolidated bedrock beneath

the soil.

R layer.—Consolidated bedrock beneath the soil.

The bedrock commonly underlies a C horizon, but

it can be directly below an A or a B horizon.

Humus. The well decomposed, more or less stable

part of the organic matter in mineral soils.

Hydrologic soil groups. Refers to soils grouped

according to their runoff potential. The soil

properties that influence this potential are those

that affect the minimum rate of water infiltration on

a bare soil during periods after prolonged wetting

when the soil is not frozen. These properties are

depth to a seasonal high water table, the

infiltration rate and permeability after prolonged

wetting, and depth to a very slowly permeable

layer. The slope and the kind of plant cover are not

considered but are separate factors in predicting

runoff.

Ice-walled lake plain. A relict surface marking the

floor of an extinct lake basin that was formed on

solid ground and surrounded by stagnant ice in a

stable or unstable superglacial environment on

stagnation moraines. As the ice melted, the lake

plain became perched above the adjacent

landscape. The lake plain is well sorted, generally

fine textured, stratified deposits.

Igneous rock. Rock formed by solidification from a

molten or partially molten state. Major varieties

include plutonic and volcanic rock. Examples are

andesite, basalt, and granite.

Illuviation. The movement of soil material from one

horizon to another in the soil profile. Generally,

material is removed from an upper horizon and

deposited in a lower horizon.

Impervious soil. A soil through which water, air, or

roots penetrate slowly or not at all. No soil is

absolutely impervious to air and water all the time.

Increasers. Species in the climax vegetation that

increase in amount as the more desirable plants

are reduced by close grazing. Increasers

commonly are the shorter plants and the less

palatable to livestock.

Infiltration. The downward entry of water into the

immediate surface of soil or other material, as

contrasted with percolation, which is movement of

water through soil layers or material.

Infiltration capacity. The maximum rate at which

water can infiltrate into a soil under a given set of

conditions.

Infiltration rate. The rate at which water penetrates

the surface of the soil at any given instant, usually

expressed in inches per hour. The rate can be

limited by the infiltration capacity of the soil or the

rate at which water is applied at the surface.

Intake rate. The average rate of water entering the

soil under irrigation. Most soils have a fast initial

rate; the rate decreases with application time.

Therefore, intake rate for design purposes is not a

constant but is a variable depending on the net

irrigation application. The rate of water intake, in

inches per hour, is expressed as follows:

Less than 0.2 ............................................... very low

0.2 to 0.4 .............................................................. low

0.4 to 0.75 ......................................... moderately low

0.75 to 1.25 ................................................ moderate

1.25 to 1.75 ..................................... moderately high

1.75 to 2.5 .......................................................... high

More than 2.5 ............................................. very high

Interfluve. An elevated area between two
Sherburne County, Minnesota 267

drainageways that sheds water to those

drainageways.

Intermittent stream. A stream, or reach of a stream,

that flows for prolonged periods only when it

receives ground-water discharge or long,

continued contributions from melting snow or

other surface and shallow subsurface sources.

Invaders. On range, plants that encroach into an area

and grow after the climax vegetation has been

reduced by grazing. Generally, plants invade

following disturbance of the surface.

Iron concentrations. High-chroma zones having a

high content of iron and manganese oxide

because of chemical oxidation and accumulation,

but having a clay content similar to that of the

adjacent matrix. A type of redoximorphic

concentration.

Iron depletions. Low-chroma zones having a low

content of iron and manganese oxide because of

chemical reduction and removal, but having a clay

content similar to that of the adjacent matrix. A

type of redoximorphic depletion.

Irrigation. Application of water to soils to assist in

production of crops. Methods of irrigation are:

Basin.—Water is applied rapidly to nearly level

plains surrounded by levees or dikes.

Border.—Water is applied at the upper end of a

strip in which the lateral flow of water is controlled

by small earth ridges called border dikes, or

borders.

Controlled flooding.—Water is released at

intervals from closely spaced field ditches and

distributed uniformly over the field.

Corrugation.—Water is applied to small, closely

spaced furrows or ditches in fields of closegrowing crops or in orchards so that it flows in

only one direction.

Drip (or trickle).—Water is applied slowly and

under low pressure to the surface of the soil or

into the soil through such applicators as emitters,

porous tubing, or perforated pipe.

Furrow.—Water is applied in small ditches made

by cultivation implements. Furrows are used for

tree and row crops.

Sprinkler.—Water is sprayed over the soil surface

through pipes or nozzles from a pressure system.

Subirrigation.—Water is applied in open ditches or

tile lines until the water table is raised enough to

wet the soil.

Wild flooding.—Water, released at high points, is

allowed to flow onto an area without controlled

distribution.

Kame. An irregular, short ridge or hill of stratified

glacial drift.

Kame moraine. An end moraine that contains

numerous kames. A group of kames along the

front of a stagnant glacier, commonly comprising

the slumped remnants of a formerly continuous

outwash plain built up over the foot of rapidly

wasting or stagnant ice.

Karst (topography). The relief of an area underlain by

limestone that dissolves in differing degrees, thus

forming numerous depressions or small basins.

Knoll. A small, low, rounded hill rising above adjacent

landforms.

Ksat. Saturated hydraulic conductivity. (See

Permeability.)

Lacustrine deposit. Material deposited in lake water

and exposed when the water level is lowered or

the elevation of the land is raised.

Lake bed. The bottom of a lake; a lake basin.

Lake plain. A nearly level surface marking the floor of

an extinct lake filled by well sorted, generally fine

textured, stratified deposits, commonly containing

varves.

Lakeshore. A narrow strip of land in contact with or

bordering a lake; especially the beach of a lake.

Lake terrace. A narrow shelf, partly cut and partly

built, produced along a lakeshore in front of a

scarp line of low cliffs and later exposed when the

water level falls.

Lamella. A thin (commonly less than 1 cm thick),

discontinuous or continuous, generally horizontal

layer of fine material (especially clay and iron

oxides) that has been pedogenically concentrated

(illuviated within a coarser textured eluviated layer

several centimeters to several decimeters thick).

Landslide. The rapid downhill movement of a mass of

soil and loose rock, generally when wet or

saturated. The speed and distance of movement,

as well as the amount of soil and rock material,

vary greatly.

Large stones (in tables). Rock fragments 3 inches

(7.6 centimeters) or more across. Large stones

adversely affect the specified use of the soil.

Leaching. The removal of soluble material from soil or

other material by percolating water.

Linear extensibility. Refers to the change in length of

an unconfined clod as moisture content is

decreased from a moist to a dry state. Linear

extensibility is used to determine the shrink-swell

potential of soils. It is an expression of the volume

change between the water content of the clod at

1

/3- or 1/10-bar tension (33kPa or 10kPa tension)

and oven dryness. Volume change is influenced

by the amount and type of clay minerals in the

soil. The volume change is the percent change for

the whole soil. If it is expressed as a fraction, the
268 Soil Survey of

resulting value is COLE, coefficient of linear

extensibility.

Liquid limit. The moisture content at which the soil

passes from a plastic to a liquid state.

Loam. Soil material that is 7 to 27 percent clay

particles, 28 to 50 percent silt particles, and less

than 52 percent sand particles.

Loess. Fine grained material, dominantly of silt-sized

particles, deposited by wind.

Low-chroma zones. Zones having chroma of 2 or

less. Typical color in areas of iron depletions.

Low-residue crops. Such crops as corn used for

silage, peas, beans, and potatoes. Residue from

these crops is not adequate to control erosion

until the next crop in the rotation is established.

These crops return little organic matter to the soil.

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.

Mechanical treatment. Use of mechanical equipment

for seeding, brush management, and other

management practices.

Medium textured soil. Very fine sandy loam, loam,

silt loam, or silt.

Metamorphic rock. Rock of any origin altered in

mineralogical composition, chemical composition,

or structure by heat, pressure, and movement.

Nearly all such rocks are crystalline.

Mineral soil. Soil that is mainly mineral material and

low in organic material. Its bulk density is more

than that of organic soil.

Minimum tillage. Only the tillage essential to crop

production and prevention of soil damage.

Miscellaneous area. An area that has little or no

natural soil and supports little or no vegetation.

Moderately coarse textured soil. Coarse sandy

loam, sandy loam, or fine sandy loam.

Moderately fine textured soil. Clay loam, sandy clay

loam, or silty clay loam.

Mollic epipedon. A thick, dark, humus-rich surface

horizon (or horizons) that has high base saturation

and pedogenic soil structure. It may include the

upper part of the subsoil.

Moraine. An accumulation of earth, stones, and other

debris deposited by a glacier. Some types are

terminal, lateral, medial, and ground.

Morphology, soil. The physical makeup of the soil,

including the texture, structure, porosity,

consistence, color, and other physical, mineral,

and biological properties of the various horizons,

and the thickness and arrangement of those

horizons in the soil profile.

Mottling, soil. Irregular spots of different colors that

vary in number and size. Descriptive terms are as

follows: abundance—few, common, and many;

size—fine, medium, and coarse; and contrast—

faint, distinct, and prominent. The size

measurements are of the diameter along the

greatest dimension. Fine indicates less than 5

millimeters (about 0.2 inch); medium, from 5 to 15

millimeters (about 0.2 to 0.6 inch); and coarse,

more than 15 millimeters (about 0.6 inch).

Muck. Dark, finely divided, well decomposed organic

soil material. (See Sapric soil material.)

Mucky peat. Unconsolidated soil material consisting

primarily of organic matter that is in an

intermediate stage of decomposition such that a

significant part of the material can be recognized

and a significant part of the material cannot be

recognized.

Mudstone. Sedimentary rock formed by induration of

silt and clay in approximately equal amounts.

Munsell notation. A designation of color by degrees

of three simple variables—hue, value, and

chroma. For example, a notation of 10YR 6/4 is

a color with hue of 10YR, value of 6, and chroma

of 4.

Neutral soil. A soil having a pH value of 6.6 to 7.3.

(See Reaction, soil.)

Nodules. Cemented bodies lacking visible internal

structure. Calcium carbonate, iron oxide, and

manganese oxide are common compounds

making up nodules. If formed in place, nodules of

iron oxide or manganese oxide are considered

types of redoximorphic concentrations.

Nose slope. A geomorphic component of hills

consisting of the projecting end (laterally convex

area) of a hillside. The overland waterflow is

predominantly divergent.

Nutrient, plant. Any element taken in by a plant

essential to its growth. Plant nutrients are mainly

nitrogen, phosphorus, potassium, calcium,

magnesium, sulfur, iron, manganese, copper,

boron, and zinc obtained from the soil and carbon,

hydrogen, and oxygen obtained from the air and

water.

Organic matter. Plant and animal residue in the soil
Sherburne County, Minnesota 269

in various stages of decomposition. The content of

organic matter in the surface layer is described as

follows:

Very low ................................... less than 0.5 percent

Low ................................................ 0.5 to 1.0 percent

Moderately low .............................. 1.0 to 2.0 percent

Moderate ....................................... 2.0 to 4.0 percent

High ............................................... 4.0 to 8.0 percent

Very high ............................... more than 8.0 percent

Outwash plain. A landform of mainly sandy or coarse

textured material of glaciofluvial origin. An

outwash plain is commonly smooth; where pitted,

it generally is low in relief.

Paleoterrace. An erosional remnant of a terrace that

retains the surface form and alluvial deposits of its

origin but was not emplaced by, and commonly

does not grade to, a present-day stream or

drainage network.

Parent material. The unconsolidated organic and

mineral material in which soil forms.

Peat. Unconsolidated material, largely undecomposed

organic matter, that has accumulated under

excess moisture. (See Fibric soil material.)

Ped. An individual natural soil aggregate, such as a

granule, a prism, or a block.

Pedisediment. A thin layer of alluvial material that

mantles an erosion surface and has been

transported to its present position from higher

lying areas of the erosion surface.

Pedon. The smallest volume that can be called “a

soil.” A pedon is three dimensional and large

enough to permit study of all horizons. Its area

ranges from about 10 to 100 square feet (1 square

meter to 10 square meters), depending on the

variability of the soil.

Percolation. The movement of water through the soil.

Permeability. The quality of the soil that enables

water or air to move downward through the profile.

The rate at which a saturated soil transmits water

is accepted as a measure of this quality. In soil

physics, the rate is referred to as “saturated

hydraulic conductivity,” which is defined in the “Soil

Survey Manual.” In line with conventional usage in

the engineering profession and with traditional

usage in published soil surveys, this rate of flow

continues to be expressed as “permeability.”

Terms describing permeability, measured in

inches per hour, are as follows:

Impermeable ........................... less than 0.0015 inch

Very slow .................................... 0.0015 to 0.06 inch

Slow .................................................. 0.06 to 0.2 inch

Moderately slow ................................. 0.2 to 0.6 inch

Moderate ................................. 0.6 inch to 2.0 inches

Moderately rapid ............................ 2.0 to 6.0 inches

Rapid ............................................... 6.0 to 20 inches

Very rapid ................................. more than 20 inches

Phase, soil. A subdivision of a soil series based on

features that affect its use and management, such

as slope, stoniness, and flooding.

pH value. A numerical designation of acidity and

alkalinity in soil. (See Reaction, soil.)

Piping (in tables). Formation of subsurface tunnels or

pipelike cavities by water moving through the soil.

Pitted outwash plain. An outwash plain marked by

many irregular depressions, such as kettles,

shallow pits, and potholes, which formed by

melting of incorporated ice masses; common in

Wisconsin and Minnesota.

Pitting (in tables). Pits caused by melting around ice.

They form on the soil after plant cover is removed.

Plasticity index. The numerical difference between

the liquid limit and the plastic limit; the range of

moisture content within which the soil remains

plastic.

Plastic limit. The moisture content at which a soil

changes from semisolid to plastic.

Plateau. An extensive upland mass with relatively flat

summit area that is considerably elevated (more

than 100 meters) above adjacent lowlands and

separated from them on one or more sides by

escarpments.

Ponding. Standing water on soils in closed

depressions. Unless the soils are artificially

drained, the water can be removed only by

percolation or evapotranspiration.

Poorly graded. Refers to a coarse grained soil or soil

material consisting mainly of particles of nearly

the same size. Because there is little difference in

size of the particles, density can be increased

only slightly by compaction.

Potential native plant community. See Climax plant

community.

Potential rooting depth (effective rooting depth).

Depth to which roots could penetrate if the content

of moisture in the soil were adequate. The soil has

no properties restricting the penetration of roots to

this depth.

Prescribed burning. Deliberately burning an area for

specific management purposes, under the

appropriate conditions of weather and soil

moisture and at the proper time of day.

Productivity, soil. The capability of a soil for

producing a specified plant or sequence of plants

under specific management.

Profile, soil. A vertical section of the soil extending

through all its horizons and into the parent

material.
270 Soil Survey of

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 neither acid nor alkaline.

The degrees of acidity or alkalinity, expressed as

pH values, are:

Ultra acid ...............................................less than 3.5

Extremely acid ............................................ 3.5 to 4.4

Very strongly acid ....................................... 4.5 to 5.0

Strongly acid .............................................. 5.1 to 5.5

Moderately acid .......................................... 5.6 to 6.0

Slightly acid ................................................ 6.1 to 6.5

Neutral ........................................................ 6.6 to 7.3

Slightly alkaline .......................................... 7.4 to 7.8

Moderately alkaline .................................... 7.9 to 8.4

Strongly alkaline ......................................... 8.5 to 9.0

Very strongly alkaline ......................... 9.1 and higher

Redoximorphic concentrations. Nodules,

concretions, soft masses, pore linings, and other

features resulting from the accumulation of iron or

manganese oxide. An indication of chemical

reduction and oxidation resulting from saturation.

Redoximorphic depletions. Low-chroma zones from

which iron and manganese oxide or a combination

of iron and manganese oxide and clay has been

removed. These zones are indications of the

chemical reduction of iron resulting from

saturation.

Redoximorphic features. Redoximorphic

concentrations, redoximorphic depletions,

reduced matrices, a positive reaction to

alpha,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.

Regolith. The unconsolidated mantle of weathered

rock and soil material on the earth’s surface; the

loose earth material above the solid rock.

Relief. The elevations or inequalities of a land surface,

considered collectively.

Residuum (residual soil material). Unconsolidated,

weathered or partly weathered mineral material

that accumulated as consolidated rock

disintegrated in place.

Rill. A steep-sided channel resulting from accelerated

erosion. A rill generally is a few inches deep and

not wide enough to be an obstacle to farm

machinery.

Rise. A slight increase in elevation of the land surface,

typically with a broad summit and gently sloping

sides.

Road cut. A sloping surface produced by mechanical

means during road construction. It is commonly

on the uphill side of the road.

Rock fragments. Rock or mineral fragments having a

diameter of 2 millimeters or more; for example,

pebbles, cobbles, stones, and boulders.

Root zone. The part of the soil that can be penetrated

by plant roots.

Runoff. The precipitation discharged into stream

channels from an area. The water that flows off

the surface of the land without sinking into the soil

is called surface runoff. Water that enters the soil

before reaching surface streams is called groundwater runoff or seepage flow from ground water.

Saline soil. A soil containing soluble salts in an

amount that impairs growth of plants. A saline soil

does not contain excess exchangeable sodium.

Sand. As a soil separate, individual rock or mineral

fragments from 0.05 millimeter to 2.0 millimeters

in diameter. Most sand grains consist of quartz. As

a soil textural class, a soil that is 85 percent or

more sand and not more than 10 percent clay.

Sandstone. Sedimentary rock containing dominantly

sand-sized particles.

Sapric soil material (muck). The most highly

decomposed of all organic soil material. Muck has

the least amount of plant fiber, the highest bulk

density, and the lowest water content at saturation

of all organic soil material.

Saprolite. Unconsolidated residual material

underlying the soil and grading to hard bedrock

below.

Saturation. Wetness characterized by zero or positive

pressure of the soil water. Under conditions of

saturation, the water will flow from the soil matrix

into an unlined auger hole.

Scarification. The act of abrading, scratching,

loosening, crushing, or modifying the surface to

increase water absorption or to provide a more

tillable soil.
Sherburne County, Minnesota 271

Second bottom. The first terrace above the normal

flood plain (or first bottom) of a river.

Sedimentary rock. Rock made up of particles

deposited from suspension in water. The chief

kinds of sedimentary rock are conglomerate,

formed from gravel; sandstone, formed from sand;

shale, formed from clay; and limestone, formed

from soft masses of calcium carbonate. There are

many intermediate types. Some wind-deposited

sand is consolidated into sandstone.

Sequum. A sequence consisting of an illuvial horizon

and the overlying eluvial horizon. (See Eluviation.)

Series, soil. A group of soils that have profiles that

are almost alike, except for differences in texture

of the surface layer. All the soils of a series have

horizons that are similar in composition,

thickness, and arrangement.

Shale. Sedimentary rock formed by the hardening of a

clay deposit.

Sheet erosion. The removal of a fairly uniform layer of

soil material from the land surface by the action of

rainfall and surface runoff.

Shoulder. The position that forms the uppermost

inclined surface near the top of a hillslope. It is a

transition from backslope to summit. The surface

is dominantly convex in profile and erosional in

origin.

Shrink-swell (in tables). The shrinking of soil when

dry and the swelling when wet. Shrinking and

swelling can damage roads, dams, building

foundations, and other structures. It can also

damage plant roots.

Side slope. A geomorphic component of hills

consisting of a laterally planar area of a hillside.

The overland waterflow is predominantly parallel.

Silica. A combination of silicon and oxygen. The

mineral form is called quartz.

Silt. As a soil separate, individual mineral particles

that range in diameter from the upper limit of clay

(0.002 millimeter) to the lower limit of very fine

sand (0.05 millimeter). As a soil textural class, soil

that is 80 percent or more silt and less than 12

percent clay.

Siltstone. Sedimentary rock made up of dominantly

silt-sized particles.

Similar soils. Soils that share limits of diagnostic

criteria, behave and perform in a similar manner,

and have similar conservation needs or

management requirements for the major land

uses in the survey area.

Sinkhole. A depression in the landscape where

limestone has been dissolved.

Slickensides. Polished and grooved surfaces

produced by one mass sliding past another. In

soils, slickensides may occur at the bases of slip

surfaces on the steeper slopes; on faces of blocks,

prisms, and columns; and in swelling clayey soils,

where there is marked change in moisture

content.

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.

Sloughed till. Water-saturated till that has flowed

slowly downhill from its original place of deposit

by glacial ice. It may rest on other till, on glacial

outwash, or on a glaciolacustrine deposit.

Slow refill (in tables). The slow filling of ponds,

resulting from restricted permeability in the soil.

Sodium adsorption ratio (SAR). A measure of the

amount of sodium (Na) relative to calcium (Ca)

and magnesium (Mg) in the water extract from

saturated soil paste. It is the ratio of the Na

concentration divided by the square root of onehalf of the Ca + Mg concentration.

Soft bedrock. Bedrock that can be excavated with

trenching machines, backhoes, small rippers, and

other equipment commonly used in construction.

Soil. A natural, three-dimensional body at the earth’s

surface. It is capable of supporting plants and has

properties resulting from the integrated effect of

climate and living matter acting on earthy parent

material, as conditioned by relief and by the

passage of time.

Soil separates. Mineral particles less than 2

millimeters in equivalent diameter and ranging

between specified size limits. The names and

sizes, in millimeters, of separates recognized in

the United States are as follows:

Very coarse sand ....................................... 2.0 to 1.0

Coarse sand ............................................... 1.0 to 0.5

Medium sand............................................ 0.5 to 0.25

Fine sand ............................................... 0.25 to 0.10

Very fine sand ........................................ 0.10 to 0.05

Silt ........................................................ 0.05 to 0.002

Clay .................................................. less than 0.002

Solum. The upper part of a soil profile, above the C

horizon, in which the processes of soil formation

are active. The solum in soil consists of the A, E,

and B horizons. Generally, the characteristics of

the material in these horizons are unlike those of

the material below the solum. The living roots and

plant and animal activities are largely confined to

the solum.

Stagnation moraine. A body of drift released by the

melting of a glacier that ceased flowing.
272 Soil Survey of

Commonly, but not always, occurs near ice

margins; composed of till, ice-contact stratified

drift, and small areas of glacial lake sediment.

Typical landforms are knob-and-kettle topography,

locally including ice-walled lake plains.

Stone line. A concentration of rock fragments in a

soil. Generally, it is indicative of an old weathered

surface. In a cross section, the line may be one

fragment or more thick. It generally overlies

material that weathered in place and is overlain by

recent sediment of variable thickness.

Stones. Rock fragments 10 to 24 inches (25 to 60

centimeters) in diameter if rounded or 15 to 24

inches (38 to 60 centimeters) in length if flat.

Stony. Refers to a soil containing stones in numbers

that interfere with or prevent tillage.

Stripcropping. Growing crops in a systematic

arrangement of strips or bands that provide

vegetative barriers to wind erosion and water

erosion.

Structure, soil. The arrangement of primary soil

particles into compound particles or aggregates.

The principal forms of soil structure are—platy

(laminated), prismatic (vertical axis of aggregates

longer than horizontal), columnar (prisms with

rounded tops), blocky (angular or subangular),

and granular. Structureless soils are either single

grained (each grain by itself, as in dune sand) or

massive (the particles adhering without any

regular cleavage, as in many hardpans).

Stubble mulch. Stubble or other crop residue left on

the soil or partly worked into the soil. It protects

the soil from wind erosion and water erosion after

harvest, during preparation of a seedbed for the

next crop, and during the early growing period of

the new crop.

Subsidence. The potential decrease in surface

elevation as a result of the drainage of wet soils

that have organic layers or semifluid mineral

layers. Subsidence, as a result of drainage, is

attributed to (1) shrinkage from drying, (2)

consolidation because of the loss of ground-water

buoyancy, (3) compaction from tillage or

manipulation, (4) wind erosion, (5) burning, and

(6) biochemical oxidation.

Subsoil. Technically, the B horizon; roughly, the part of

the solum below plow depth.

Subsoiling. Tilling a soil below normal plow depth,

ordinarily to shatter or loosen a layer that restricts

roots.

Substratum. The part of the soil below the solum.

Subsurface layer. Any surface soil horizon (A, E, AB,

or EB) below the surface layer.

Summit. The topographically highest position of a

hillslope. It has a nearly level (planar or only

slightly convex) surface.

Surface layer. The soil ordinarily moved in tillage, or

its equivalent in uncultivated soil, ranging in depth

from 4 to 10 inches (10 to 25 centimeters).

Frequently designated as the “plow layer,” or the

“Ap horizon.”

Surface soil. The A, E, AB, and EB horizons,

considered collectively. It includes all subdivisions

of these horizons.

Swale. A slight depression in the midst of generally

level land. A shallow depression in an undulating

ground moraine caused by uneven glacial

deposition.

Taxadjuncts. Soils that cannot be classified in a

series recognized in the classification system.

Such soils are named for a series they strongly

resemble and are designated as taxadjuncts to

that series because they differ in ways too small to

be of consequence in interpreting their use and

behavior. Soils are recognized as taxadjuncts only

when one or more of their characteristics are

slightly outside the range defined for the family of

the series for which the soils are named.

Terminal moraine. A belt of thick glacial drift that

generally marks the termination of important

glacial advances.

Terrace. An embankment, or ridge, constructed

across sloping soils on the contour or at a slight

angle to the contour. The terrace intercepts

surface runoff so that water soaks into the soil or

flows slowly to a prepared outlet. A terrace in a

field generally is built so that the field can be

farmed. A terrace intended mainly for drainage

has a deep channel that is maintained in

permanent sod.

Terrace (geologic). An old alluvial plain, ordinarily

flat or undulating, bordering a river, a lake, or the

sea.

Texture, soil. The relative proportions of sand, silt,

and clay particles in a mass of soil. The basic

textural classes, in order of increasing proportion

of fine particles, are sand, loamy sand, sandy

loam, loam, silt loam, silt, sandy clay loam, clay

loam, silty clay loam, sandy clay, silty clay, and

clay. The sand, loamy sand, and sandy loam

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 plain. An extensive area of nearly level to

undulating soils underlain by glacial till.
Sherburne County, Minnesota 273

Tilth, soil. The physical condition of the soil as related

to tillage, seedbed preparation, seedling

emergence, and root penetration.

Toeslope. The position that forms the gently inclined

surface at the base of a hillslope. Toeslopes in

profile are commonly gentle and linear and are

constructional surfaces forming the lower part of a

hillslope continuum that grades to valley or

closed-depression floors.

Topsoil. The upper part of the soil, which is the most

favorable material for plant growth. It is ordinarily

rich in organic matter and is used to topdress

roadbanks, lawns, and land affected by mining.

Trace elements. Chemical elements, for example,

zinc, cobalt, manganese, copper, and iron, in soils

in extremely small amounts. They are essential to

plant growth.

Upland. Land at a higher elevation, in general, than

the alluvial plain or stream terrace; land above the

lowlands along streams.

Valley fill. In glaciated regions, material deposited in

stream valleys by glacial meltwater. In

nonglaciated regions, alluvium deposited by

heavily loaded streams.

Variegation. Refers to patterns of contrasting colors

assumed to be inherited from the parent material

rather than to be the result of poor drainage.

Varve. A sedimentary layer or a lamina or sequence

of laminae deposited in a body of still water within

a year. Specifically, a thin pair of graded

glaciolacustrine layers seasonally deposited,

usually by meltwater streams, in a glacial lake or

other body of still water in front of a glacier.

Water bars. Smooth, shallow ditches or depressional

areas that are excavated at an angle across a

sloping road. They are used to reduce the

downward velocity of water and divert it off and

away from the road surface. Water bars can easily

be driven over if constructed properly.

Weathering. All physical and chemical changes

produced in rocks or other deposits at or near the

earth’s surface by atmospheric agents. These

changes result in disintegration and

decomposition of the material.

Well graded. Refers to soil material consisting of

coarse grained particles that are well distributed

over a wide range in size or diameter. Such soil

normally can be easily increased in density and

bearing properties by compaction. Contrasts with

poorly graded soil.

Wilting point (or permanent wilting point). The

moisture content of soil, on an ovendry basis, at

which a plant (specifically a sunflower) wilts so

much that it does not recover when placed in a

humid, dark chamber.

Windthrow. The uprooting and tipping over of trees by

the wind.

Woody peat. An accumulation of organic material that

is predominantly composed of trees, shrubs, and

other woody plants.