United States

Department of

Agriculture

Natural

Resources

Conservation

Service

In cooperation with

Jefferson County Soil

and Water Conservation

District, Missouri

Department of Natural

Resources, Missouri

Agricultural Experiment

Station, and Missouri

Department of

Conservation

Soil Survey of

Jefferson County,

Missouri
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
General Soil Map

The general soil map, which is the color map preceding the detailed soil maps, shows the survey area divided

into groups of associated soils called general soil map units. This map is useful in planning the use and

management of large areas.

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

identify the name of the map unit in the area on the color-coded map

legend, then refer to the section General Soil Map Units for a

general description of the soils in your area.

Detailed Soil Maps

The detailed soil maps follow the

general soil map. These maps

can be useful in planning the use

and management of small areas.

To find information about your

area of interest, locate that area

on the Index to Map Sheets,

which precedes the soil maps.

Note the number of the map

sheet and turn to that sheet.

Locate your area of interest on

the map sheet. Note the map

units symbols that are in that

area. Turn to the Contents, which

lists the map units by symbol and

name and shows the page where

each map unit is described.

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

Contents for sections of this publication that may address your specific needs.

3

How To Use This Soil Survey
4

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

Natural Resources Conservation Service home page on the World Wide Web.

The address is http://www.nrcs.usda.gov (click on “Technical Resources” ).

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 1996. Soil names and

descriptions were approved in 2000. Unless otherwise indicated, statements in this

publication refer to conditions in the survey area in 1996. This survey was made

cooperatively by the Natural Resources Conservation Service and the Missouri

Agricultural Experiment Station. The Missouri Department of Natural Resources

provided soil scientists to assist with the fieldwork. The survey is part of the

technical assistance furnished to the Jefferson County Soil and Water Conservation

District.

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

its programs and activities on the basis of race, color, national origin, sex, 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 USDA’s TARGET Center at 202-720-2600 (voice and

TDD).

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

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

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

provider and employer.

Cover: A small lake development on the Sonsac-Useful-Moko association near High Ridge.
5

Contents

Cover ....................................................................... 1

How to Use This Soil Survey ................................... 3

Contents ................................................................... 5

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

General Nature of the County ................................ 11

Climate ................................................................... 11

History and Development ....................................... 12

Physiography, Relief, and Drainage ........................ 12

Geology .................................................................. 13

How This Survey Was Made .................................. 15

Table 1.--Temperature and Precipitation ................ 16

Table 2.--Freeze Dates in Spring and Fall .............. 17

Table 3.--Growing Season ...................................... 17

General Soil Map Units .......................................... 19

Soil Descriptions .................................................... 19

1. Haynie-Tice-Waldron Association ................... 19

2. Sonsac-Useful-Moko Association ................... 19

3. Wrengart-Goss Association ............................ 22

4. Menfro-Gasconade Association ...................... 23

5. Minnith-Pevely Association ............................. 23

6. Haymond-Freeburg-Horsecreek-

 Bloomsdale Association .................................. 24

Detailed Soil Map Units .......................................... 25

Soil Descriptions .................................................... 26

60003—Menfro silt loam, 8 to 15 percent slopes,

eroded ................................................................ 26

60024—Menfro silt loam, 3 to 8 percent slopes,

eroded ................................................................ 26

60025—Urban land-Harvester complex, 3 to 8

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

60037—Wrengart silt loam, 8 to 15 percent

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

60038—Pevely-Holstein complex, 8 to 30 percent

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

60039—Pevely silt loam, 3 to 15 percent slopes ... 28

60040—Pevely loam, 15 to 40 percent slopes ....... 28

60041—Brussels-Rock outcrop complex, 35 to 90

percent slopes, extremely stony ........................ 28

60042—Menfro silt loam, 15 to 30 percent

slopes ................................................................ 29

60043—Menfro silt loam, 30 to 50 percent

slopes ................................................................ 29

60044—Minnith silt loam, 3 to 8 percent slopes,

eroded ................................................................ 30

60045—Minnith silt loam, 8 to 15 percent slopes,

eroded ................................................................ 30

60046—Minnith silt loam, 15 to 30 percent

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

60047—Urban land-Harvester complex,

8 to 15 percent slopes ....................................... 31

60048—Weingarten silt loam, 15 to 50 percent

slopes ................................................................ 31

60049—Urban land-Horsecreek complex, 2 to 5

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

60050—Urban land-Deible complex, 0 to 3

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

64007—Freeburg silt loam, 0 to 2 percent slopes,

occasionally flooded .......................................... 32

64008—Freeburg silt loam, 2 to 5 percent

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

64009—Freeburg silt loam, 5 to 9 percent

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

66000—Moniteau silt loam, 0 to 2 percent slopes,

occasionally flooded .......................................... 33

66014—Haymond silt loam, 0 to 3 percent slopes,

frequently flooded .............................................. 34

66020—Haynie silt loam, 0 to 2 percent slopes,

frequently flooded .............................................. 34

66024—Wilbur silt loam, 0 to 2 percent slopes,

frequently flooded .............................................. 34

66050—Tice silty clay loam, 0 to 2 percent

slopes, frequently flooded .................................. 35

66051—Perche silt loam, 0 to 2 percent slopes,

occasionally flooded .......................................... 35

66052—Waldron silty clay loam, 0 to 2 percent

slopes, frequently flooded .................................. 35

66053—Fishpot-Urban land complex, 0 to 3

percent slopes ................................................... 36

73046—Wrengart silt loam, 3 to 8 percent slopes,

eroded ................................................................ 36

73090—Useful silt loam, 3 to 8 percent slopes ..... 36

73200—Sonsac gravelly silt loam, 3 to 15

percent slopes, very stony ................................ 37

73201—Sonsac gravelly silt loam, 15 to 40

percent slopes, very stony ................................ 37

73202—Rueter gravelly silt loam, 3 to 15

percent slopes, very stony ................................ 38
6

73203—Rueter-Sonsac complex, 15 to 55

percent slopes, extremely stony ........................ 38

73204—Ramsey-Rock outcrop complex,

8 to 50 percent slopes ....................................... 38

73205—Useful silt loam, 8 to 15 percent slopes ... 39

73206—Useful silt loam, 15 to 40 percent

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

73207—Caneyville silt loam, 3 to 8 percent

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

73208—Caneyville silt loam, 8 to 15 percent

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

73209—Caneyville silt loam, 15 to 30 percent

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

73210—Goss very cobbly silt loam, 15 to 50

percent slopes, extremely stony ........................ 41

73211—Gasconade-Rock outcrop complex,

3 to 15 percent slopes, rubbly ........................... 41

73212—Gasconade-Rock outcrop complex,

15 to 50 percent slopes, rubbly ......................... 42

73213—Moko-Rock outcrop complex, 3 to 15

percent slopes, extremely stony ........................ 42

73214—Moko-Rock outcrop complex, 15 to 50

percent slopes, extremely stony ........................ 43

73215—Crider silt loam, 3 to 8 percent slopes ...... 43

73216—Crider silt loam, 8 to 15 percent slopes .... 43

73217—Useful-Sonsac complex, 15 to 50

percent slopes, very stony ................................ 44

73218—Tiff gravelly clay, 1 to 20 percent slopes,

very rocky ......................................................... 44

73219—Rueter gravelly silt loam, 15 to 55

percent slopes, extremely stony ........................ 45

74644—Deible silt loam, 1 to 3 percent slopes ..... 45

74675—Horsecreek silt loam, 2 to 5 percent

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

74676—Urban land-Freeburg complex,

2 to 5 percent slopes ......................................... 46

75375—Horsecreek silt loam, 0 to 2 percent

slopes, occasionally flooded .............................. 46

75385—Gabriel silt loam, 0 to 2 percent slopes,

occasionally flooded .......................................... 46

75390—Razort silt loam, 0 to 3 percent slopes,

rarely flooded ..................................................... 47

75398—Kaintuck fine sandy loam, 0 to 3 percent

slopes, frequently flooded .................................. 47

75450—Bloomsdale silt loam, 0 to 3 percent

slopes, frequently flooded .................................. 47

75452—Gladden fine sandy loam, 0 to 3 percent

slopes, frequently flooded .................................. 48

75453—Sturkie silt loam, 0 to 2 percent slopes,

occasionally flooded .......................................... 48

75454—Urban land-Razort complex, 1 to 3

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

99000—Pits, quarries ............................................ 49

99001—Water ........................................................ 49

99003—Miscellaneous water ................................. 49

99005—Landfills..................................................... 49

99009—Udorthents-Pits complex .......................... 49

Table 4.--Acreage and Proportionate Extent

of the Soils ......................................................... 50

Prime Farmland ...................................................... 53

Use and Management of the Soils ......................... 55

Crops and Pasture ................................................. 55

Woodland Management and Productivity ............... 64

Forest Productivity and Management .................... 65

Windbreaks and Environmental Plantings ............. 66

Recreational Development ..................................... 67

Wildlife Habitat ....................................................... 68

Engineering ............................................................ 72

Table 5.--Land Capability and Yields per Acre of

Crops and Pasture ............................................. 81

Table 6.--Pasture and Hayland Suitability

Groups ............................................................... 85

Table 7.--Forest Productivity .................................. 87

Table 8a.--Forestland Management ........................ 92

Table 8b.--Forestland Management ...................... 104

Table 9.--Windbreaks and Environmental

Plantings .......................................................... 115

Table 10.--Recreational Site Development ........... 118

Table 11a.--Wildlife Habitat Suitability.................. 130

Table 11b.--Wildlife Habitat Suitability .................. 142

Table 12.--Building Site Development .................. 153

Table 13.--Sanitary Facilities ............................... 166

Table 14.--Construction Materials and

Excavating ....................................................... 179

Table 15.--Water Management ............................. 192

Table 16.--Waste Management ............................ 205
7

Soil Properties ..................................................... 219

Engineering Index Properties ............................... 219

Physical and Chemical Properties ....................... 220

Water Features ..................................................... 222

Soil Features ........................................................ 223

Table 17.--Engineering Index Properties .............. 224

Table 18.--Physical and Chemical Properties

of the Soils ....................................................... 231

Table 19.--Water Features .................................... 239

Table 20.--Soil Features ....................................... 242

Classification of the Soils .................................... 245

Soil Series and Their Morphology ........................ 245

Bloomsdale Series ............................................... 245

Brussels Series .................................................... 246

Caneyville Series ................................................. 247

Crider Series ........................................................ 248

Deible Series ........................................................ 248

Fishpot Series ...................................................... 249

Freeburg Series .................................................... 250

Gabriel Series ...................................................... 251

Gasconade Series................................................ 251

Gladden Series .................................................... 252

Goss Series ......................................................... 253

Harvester Series .................................................. 253

Haymond Series ................................................... 254

Haynie Series ....................................................... 255

Holstein Series ..................................................... 255

Horsecreek Series ............................................... 256

Kaintuck Series .................................................... 256

Menfro Series ....................................................... 257

Minnith Series ...................................................... 258

Moko Series ......................................................... 258

Moniteau Series ................................................... 259

Perche Series ....................................................... 259

Pevely Series ....................................................... 260

Ramsey Series .................................................... 261

Razort Series ....................................................... 262

Rueter Series ....................................................... 262

Sonsac Series ...................................................... 263

Sturkie Series ...................................................... 264

Tice Series ........................................................... 265

Tiff Series ............................................................. 265

Useful Series ....................................................... 266

Waldron Series ..................................................... 266

Weingarten Series................................................ 267

Wilbur Series ....................................................... 268

Wrengart Series ................................................... 269

Table 21.--Classification of the Soils ................... 270

Formation of the Soils .......................................... 271

References ........................................................... 277

Glossary .............................................................. 279

9

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

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

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

impact of selected land uses on the environment.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

regulations.

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

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

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

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

poorly suited to basements or underground installations.

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

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

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

Information on specific uses is given for each soil. 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.

Roger A. Hansen

State Conservationist

Natural Resources Conservation Service

Foreword

11

JEFFERSON COUNTY is in the eastern part of

Missouri (fig. 1). The county has an area of about

425,280 acres, or about 664 square miles. This

includes about 2,176 acres of water in the Big,

Meramec, and Mississippi Rivers and many large

impoundments.

Jefferson County is bordered on the north by the

Meramec River and St. Louis County, on the east by

the Mississippi River, on the south by Ste. Genevieve

and St. Francois Counties, and on the west by

Washington and Franklin Counties. Hillsboro, near the

center of the county, is the county seat.

The county is in three land resource areas. The

eastern part of the county is in the Central

Mississippi Valley Wooded Slopes, the central part is

in the Ozark Border, and the southwestern part is in

the Ozark Highland.

General Nature of the County

This section describes climate; history and

development; physiography, relief, and drainage; and

geology.

Climate

Table 1 gives data on temperature and

precipitation for the survey area as recorded at

Festus in the period 1961 to 1986. Table 2 shows

probable dates of the first freeze in fall and the last

freeze in spring. Table 3 provides data on length of

the growing season.

In winter, the average temperature is 33 degrees F

and the average daily minimum temperature is 21.5

degrees. The lowest temperature on record, which

Soil Survey of

Jefferson County, Missouri

By David M. Skaer, Natural Resources Conservation Service

Fieldwork by David M. Skaer, Jerry A. Dodd, and Gary A. Lindgren, Natural Resources

Conservation Service; and Burton L. Brown, Michael Chalfant, Ellen J. Dettman,

Chuck Harwood, and Keith Knelle, Missouri Department of Natural Resources

United States Department of Agriculture, Natural Resources Conservation Service

in cooperation with

Jefferson County Soil and Water Conservation District, Missouri Department of

Natural Resources, Missouri Agricultural Experiment Station, and Missouri

Department of Conservation

Figure 1.—Location of Jefferson County in Missouri.

JEFFERSON CITY

✪
12 Soil Survey

occurred on January 17, 1977, is -27 degrees. In

summer, the average temperature is 75 degrees and

the average daily maximum temperature is 88

degrees. The highest recorded temperature, which

occurred on July 15, 1980, is 110 degrees.

Growing degree days are shown in table 1. They

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

growing degree days accumulate by the amount that

the average temperature each day exceeds a base

temperature (50 degrees F). The normal monthly

accumulation is used to schedule single or

successive plantings of a crop between the last

freeze in spring and the first freeze in fall.

The total annual precipitation is about 38 inches.

Of this, 17 inches, or 45 percent, usually falls in April

through September. The growing season for most

crops falls within this period. The heaviest 1-day

rainfall during the period of record was 4 inches on

October 20, 1983. Thunderstorms occur on about 46

days each year, and most occur between May and

August.

The average seasonal snowfall is about 19 inches.

The greatest snow depth at any one time during the

period of record was 19 inches. On the average, 18

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 59 percent. Humidity is higher at night, and the

average at dawn is about 83 percent. The sun shines

67 percent of the time possible in summer and 49

percent in winter. The prevailing wind is from the

south. Average windspeed is highest, 11 miles per

hour, from January to April.

History and Development

Prior to settlement by Europeans, Native

Americans including the Delaware, Missouri, Osage,

and Shawnee tribes inhabited the survey area

(Jefferson Heritage, 1993). The Delaware, Missouri,

and Osage tribes lived along river valleys and creek

bottoms while farming the rich alluvial soils, such as

the well drained Horsecreek, Sturkie, and Razort

soils. The Shawnee were principally wanderers but

also inhabited and farmed many of the same areas

(Jefferson Heritage, 1993).

The king of Spain, Charles III, encouraged

settlements by offering land grants to those who

would settle in the survey area. John Hildebrand,

recognized as the first settler, settled on Saline

Creek in 1774, which was later known as the

Meramec Settlement (Missouri Historic Review,

1907).

Lead, silica, zinc, barite, limestone, and other

mineral deposits also lured settlers to the area

(League of Women Voters, 1987). The first lead shot

tower west of Pittsburgh, Pennsylvania, was erected

in 1809 in the southern part of Herculaneum

(Missouri Department of Agriculture, 1999).

Sandstone mined from the St. Peter Sandstone

Formation was used for the plate glass industry

(Rehm, 1990). Soils associated with the St. Peter

Sandstone are the very deep Minnith and Holstein

soils, the moderately deep Pevely soil, and the

shallow Ramsey soil.

After the Civil War, farming increased in the

northern portion of the county. Cultivated crops were

planted predominantly on the flood plain and terrace

soils of the Big, Meramec, and Mississippi Rivers

(Rehm, 1990). Cultivated crops were also planted in

the uplands; however, in recent history, this practice

has significantly declined due to alternate land use

and erosion.

Timber harvesting has been a source of income

throughout the history of the county. The more

productive flood plain soils were cleared first.

Harvesting is now mainly in the uplands on the Goss,

Menfro, Useful, and Weingarten soils.

The population of Jefferson County tripled from

1950 to 1970, with only 16.9 percent of the residents

living in incorporated areas (League of Women

Voters, 1987). In 1990, the population had increased

to 171,380, with 27 percent of the residents living in

incorporated areas (Rehm, 1990). With the steady

increase in population, the county is faced with an

ever-increasing demand on the environment. The

organization of the Jefferson County Soil and Water

Conservation District in 1986 was a step toward

recognizing and addressing problems related to the

environment.

Physiography, Relief, and Drainage

Jefferson County is divided into seven distinct

physiographic regions; from the northeast to the

south, they are: a small area of Dissected Till Plains,

the River Hills, the Zell Platform, the Burlington

Escarpment, the Crystal Escarpment, the Salem

Plateau, and the Avon Escarpment (Marbut, 1896).

These regions have landscape shapes controlled by

separate geologic units with variable bedding

thickness, weatherability, and time of deposition.

They vary from narrow ridgetops with steep hills and

narrow valleys to gently rolling uplands. There is an

association of soils that dominate each area.

The Dissected Till Plains consist of rolling and

partially dissected basin with low hills and broad
Jefferson County, Missouri 13

ridges adjacent to the lower Meramec and

Mississippi Rivers. Thick layers of alluvium and loess

have subsequently covered glacial till and outwash

materials. Deible and Freeburg soils are the dominant

soil types on this landform.

The River Hills consist of a narrow band of

uplands bounded on the east by the Mississippi River

and on the west by the Burlington Escarpment. The

Glaize, Joachim, Plattin, Pomme, and Rock Creeks

dissect this area. The ridges and the north and east

slopes are blanketed with thick loess. The west and

south slopes are cherty red clays on the upper side

slopes and limestone outcrop on the lower side

slopes. Gasconade, Menfro, and Sonsac soils are the

major soils in this area.

The Zell Platform is a small valley with rolling

topography east of Selma south to the Ste. Genevieve

County line in the southern part of the county. The

River Hills are on the east and the Crystal

Escarpment is on the west. The major soils in this

area are Freeburg and Menfro.

The Burlington Escarpment is a band that thins

from north to south and borders the River Hills and

the Crystal Escarpment. The ridges are generally

narrow with deeply incised side slopes. The major

soils are Goss and Wrengart soils.

The Crystal Escarpment follows the St. Peter

Sandstone from the northwest corner of the county to

the southeast and borders the Burlington Escarpment

to the east and the Salem Plateau to the south and

west. The ridges are generally broad with strongly

sloping to moderately steep side slopes. The major

soils in this area are Holstein, Minnith, Pevely, and

Ramsey.

The Salem Plateau is the largest area in the

county and borders the Crystal Escarpment to the

north and east and the Avon Escarpment to the

south. The narrow ridgetops are remnants of an

extensive sedimentary plain that encompasses the

entire Ozark region. The major soils in this area are

Moko, Sonsac, and Useful.

The Avon Escarpment is the highest area in the

county in the southwest corner. The Salem Plateau is

on its north and extends into Ste. Genevieve and St.

Francois Counties. The major soils in this area are

Goss and Wrengart.

The highest point in the county on Vinegar Hill is

about 1,060 feet above sea level. The lowest point is

in the Mississippi River bottom and is about 385 feet

above sea level.

Flood plains of the Big, Meramec, and Mississippi

Rivers and their tributaries are the most naturally

fertile soils in the county. Loamy and clayey deposits

dominate the Mississippi River, and the major soils

are Haynie, Tice, and Waldron. Silty and loamy

deposits dominate the Big and Meramec Rivers, and

the major soils are Freeburg, Haymond, Horsecreek,

Kaintuck, and Moniteau. The small flood plains have

gravelly base materials in the upper tributaries of the

small streams. Bloomsdale, Gladden, and Razort

soils formed in these materials.

The Big River drains approximately 37 percent of

the county; the Meramec River drains approximately

15 percent of the county; and smaller streams

draining directly into the Mississippi River make up

approximately 48 percent of the county.

Geology

There are 22 geologic formations exposed in

Jefferson County, which range from Cambrian to

Pennsylvanian systems in age (Missouri Geological

Survey, 1961). The Cambrian system has the oldest

rocks that crop out and are composed primarily of

massive dolostone. Lead and zinc ores and barite

were mined from Cambrian formations, which occur

in areas bordering Big River and larger creeks in the

southern part of the county. The Ordovician system is

exposed in almost three-quarters of the county and

has had a significant role in the economic growth and

development. Quarries in limestone and dolostone

have furnished building stones, aggregate, and

cement for highways, bridges, and buildings. Sand

mined in the St. Peter Sandstone is used by the glass

industries. The Devonian system is represented by a

narrow band of sandstone, shale, and limestone that

crosses the northeastern part of the county. The

Mississippian system is predominantly limestone and

cherty limestone. These limestones weather easily

and produce cherty soils that are very deep and are

also in the northeastern part of the county. The

Pennsylvanian system consists of reddish-brown

sandstone and bluish-gray to purple shale, which is

found in sink depressions or large vertical bedrock

joints.

Geologic units consist of flat to gently dipping

bedrock dominated by dolostone, sandstone, and

limestone formations. A slight regional dip of 1 to 2

degrees to the northeast has been altered by

northwest-southeast trending folds and faults where

bedrock dip is over 10 degrees. Several zones of

high-angle faults that are downthrown are considered

to be extensions of the Ste. Genevieve Fault System.

They are the Crystal City anticline, the Plattin Creek

anticline, the Roselle lineament, the Rugley School

fault block, the Summit Park structure, and the Valles

Mines-Vineland fault zone. A structure known as the

Eureka-House Springs anticline has been traced from
14 Soil Survey

the Mississippi River to near Wright City

(McCracken, 1971).

The potential for landslide or slump occurs in

areas of the Maquoketa and Warsaw shales.

Sinkholes are numerous in the Kimmswick limestone.

The following spreadsheet gives a listing of

bedrock and related soil types:

Geologic Formations and Related Soils for Jefferson County

_________________________________________________________

 | | | |

 System | Formation | Rock type |Thickness| Soil(s)

 | | | | _________________________________________________________

 | | | Ft | __

 | | | |

Quaternary |Alluvium |None | 20-50 |Haymond

 | | | | _________________________________________________________ _________________________________________________________

 | | | |

Pennsylvanian|Undiffer- |Sandstone, | 0-10 |None

 | entiated | Shale | |

 | | | | _________________________________________________________ _________________________________________________________

 | | | |

Mississippian|St. Louis |Limestone | 0-50 |Sonsac

 |Salem |Limestone | 20-40 |Gasconade

 |Warsaw |Shale | 0-50 |Menfro

 | | | | ___________________________________________

 | | | |

 |Burlington/|Cherty | 0-100 |

 |Keokuk | limestone | |

 | | | |Goss _________________________________

 | | | |Wrengart

 |Fern Glen |Very cherty| 0-50 |

 | | limestone | |

 | | | | ___________________________________________

 | | | |

 |Bachelor |Sandstone | 1-3 |None

 | | | | _________________________________________________________ _________________________________________________________

 | | | |

Devonian |Bushberg |Sandstone | 1-20 |

 | | | | _________________________________

 | | | |Minnith

 |Sulfur |Sandstone, | 1-10 |

 | Springs | Shale | |

 | | | | _________________________________________________________ _________________________________________________________

__________________________________________________________

 | | | |

 System | Formation | Rock type |Thickness| Soil(s)

 | | | | __________________________________________________________

 | | | Ft | __

 | | | |

Ordovician |Maquoketa |Shale | 0-10 |

 | | | | _________________________________

 | | | |

 |Kimmswick |Limestone | 5-100 |

 | | | | _________________________________

 | | | |Sonsac

 |Decorah |Limestone, | 20-30 |Gasconade

 | | Shale | |Useful

 | | | | _________________________________

 | | | |

 |Plattin |Limestone |140-180 |

 | | | | _________________________________

 | | | |

 |Joachim |Dolostone | 80-135 |

 | | | | ____________________________________________

 | | | |

 |St. Peter |Sandstone | 40-100 |Minnith

 | | | |Pevely _________________________________

 | | | |Holstein

 |Everton |Limestone, | 0-70 |Ramsey

 | | Sandstone | |

 | | | | ____________________________________________

 | | | |

 |Jefferson |Dolostone, |100-400 |

 | City | Chert | |Caneyville

 | | | |Sonsac _________________________________

 | | | |Moko

 |Cotter |Dolostone |Unknown |

 | | | | ____________________________________________

 | | | |

 |Roubidoux |Dolostone, |120-200 |

 | | Chert, | |

 | | Sandstone | |Reuter

 | | | |Wrengart

 | | | |Sonsac _________________________________

 | | | |Moko

 |Gasconade |Dolostone | 200 |

 | |Chert | |

 | | | | __________________________________________________________ __________________________________________________________

 | | | |

Cambrian |Eminence |Dolostone |150-225 |

 | | | | _________________________________

 | | | |

 |Potosi |Dolostone |300-350 |

 | | | | _________________________________

 | | | |

 |Derby- |Dolostone, | 125 |Sonsac

 | Doerun | Shale | |Goss

 | | | |Wrengart _________________________________

 | | | |Moko

 |Davis |Shale, | 130 |

 | | Sandstone,| |

 | | Dolostone | |

 | | | | _________________________________

 | | | |

 |Bonneterre |Dolostone | 375 |

 | | | | __________________________________________________________ __________________________________________________________
Jefferson County, Missouri 15

How This Survey Was Made

This survey was made to provide information

about the soils and miscellaneous areas in the

survey area. The information includes a description of

the soils and miscellaneous areas and their location

and a discussion of their suitability, limitations, and

management for specified uses. Soil scientists

observed the steepness, length, and shape of the

slopes; the general pattern of drainage; the kinds of

crops and native plants; and the kinds of bedrock.

They dug many holes to study the soil profile, which

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

soil. The profile extends from the surface down into

the unconsolidated material in which the soil formed.

The unconsolidated material is devoid of roots and

other living organisms and has not been changed by

other biological activity.

The soils and miscellaneous areas in the survey

area are in an orderly pattern that is related to the

geology, landforms, relief, climate, and natural

vegetation of the area. Each kind of soil and

miscellaneous area is associated with a particular

kind of landform or with a segment of the landform.

By observing the soils and miscellaneous areas in

the survey area and relating their position to specific

segments of the landform, a soil scientist develops a

concept or model of how they were formed. Thus,

during mapping, this model enables the soil scientist

to predict with a considerable degree of accuracy the

kind of soil or miscellaneous area at a specific

location on the landscape.

Commonly, individual soils on the landscape

merge into one another as their characteristics

gradually change. To construct an accurate soil map,

however, soil scientists must determine the

boundaries between the soils. They can observe only

a limited number of soil profiles. Nevertheless, these

observations, supplemented by an understanding of

the soil-vegetation-landscape relationship, are

sufficient to verify predictions of the kinds of soil in

an area and to determine the boundaries.

Soil scientists recorded the characteristics of the

soil profiles that they studied. They noted soil color,

texture, size and shape of soil aggregates, kind and

amount of rock fragments, distribution of plant roots,

reaction, and other features that enable them to

identify soils. After describing the soils in the survey

area and determining their properties, the soil

scientists assigned the soils to taxonomic classes

(units). Taxonomic classes are concepts. Each

taxonomic class has a set of soil characteristics with

precisely defined limits. The classes are used as a

basis for comparison to classify soils systematically.

Soil taxonomy, the system of taxonomic

classification used in the United States, is based

mainly on the kind and character of soil properties

and the arrangement of horizons within the profile.

After the soil scientists classified and named the

soils in the survey area, they compared the individual

soils with similar soils in the same taxonomic class

in other areas so that they could confirm data and

assemble additional data based on experience and

research.

While a soil survey is in progress, samples of

some of the soils in the area generally are collected

for laboratory analyses and for engineering tests. Soil

scientists interpret the data from these analyses and

tests as well as the field-observed characteristics

and the soil properties to determine the expected

behavior of the soils under different uses.

Interpretations for all of the soils are field tested

through observation of the soils in different uses and

under different levels of management. Some

interpretations are modified to fit local conditions,

and some new interpretations are developed to meet

local needs. Data are assembled from other sources,

such as research information, production records,

and field experience of specialists. For example, data

on crop yields under defined levels of management

are assembled from farm records and from field or

plot experiments on the same kinds of soil.

Predictions about soil behavior are based not only

on soil properties but also on such variables as

climate and biological activity. Soil conditions are

predictable over long periods of time, but they are not

predictable from year to year. For example, soil

scientists can predict with a fairly high degree of

accuracy that a given soil will have a high water table

within certain depths in most years, but they cannot

predict that a high water table will always be at a

specific level in the soil on a specific date.

After soil scientists located and identified the

significant natural bodies of soil in the survey area,

they drew the boundaries of these bodies on aerial

photographs and identified each as a specific map

unit. Aerial photographs show trees, buildings, fields,

roads, and rivers, all of which help in locating

boundaries accurately.
16 Soil Survey

 Table 1.--Temperature and Precipitation

 (Recorded in the period 1961-90 at Festus, Missouri)

_______________________________________________________________________________________________________________

 | |

 | Temperature | Precipitation __________________________________________________________________________________________________

 | | | | 2 years in | | |2 years in 10| |

 | | | | 10 will have-- | Average | | will have-- | Average | _______________________ _____________

 Month |Average|Average|Average| | |number of|Average| | |number of|Average

 | daily | daily | daily | Maximum | Minimum | growing | | Less | More |days with|snow-

 |maximum|minimum| |temperature|temperature| degree | |than--|than--|0.10 inch|fall

 | | | | higher | lower | days* | | | | or more |

 | | | | than-- | than-- | | | | | | _______________________________________________________________________________________________________________

 | oF | oF | oF | oF | o __ __ __ __ __ _____ __ __ __ __ F | Units | In | In | In | | In

 | | | | | | | | | | |

January-----| 40.3 | 17.5 | 28.9 | 73 | -16 | 6 | 2.07 | 0.72 | 3.19 | 4 | 5.7

 | | | | | | | | | | |

February----| 45.9 | 21.9 | 33.9 | 79 | -9 | 13 | 2.14 | 0.99 | 3.12 | 4 | 4.5

 | | | | | | | | | | |

March-------| 58.2 | 32.5 | 45.3 | 86 | 5 | 74 | 4.08 | 2.37 | 5.61 | 6 | 3.0

 | | | | | | | | | | |

April-------| 69.3 | 42.2 | 55.7 | 90 | 21 | 214 | 3.94 | 1.94 | 5.68 | 6 | 0.5

 | | | | | | | | | | |

May---------| 77.7 | 50.2 | 64.0 | 92 | 30 | 421 | 4.26 | 2.34 | 5.95 | 6 | 0.0

 | | | | | | | | | | |

June--------| 85.9 | 58.9 | 72.4 | 98 | 41 | 671 | 3.10 | 1.31 | 4.63 | 5 | 0.0

 | | | | | | | | | | |

July--------| 90.4 | 63.9 | 77.1 | 102 | 47 | 820 | 2.86 | 0.82 | 4.50 | 4 | 0.0

 | | | | | | | | | | |

August------| 88.8 | 61.4 | 75.1 | 102 | 45 | 772 | 3.27 | 1.43 | 4.85 | 4 | 0.0

 | | | | | | | | | | |

September---| 81.7 | 54.0 | 67.9 | 99 | 34 | 530 | 3.36 | 1.46 | 5.25 | 5 | 0.0

 | | | | | | | | | | |

October-----| 71.8 | 41.1 | 56.4 | 92 | 20 | 233 | 2.45 | 0.78 | 3.82 | 4 | 0.0

 | | | | | | | | | | |

November----| 58.0 | 33.1 | 45.6 | 83 | 9 | 75 | 3.22 | 1.39 | 4.77 | 5 | 1.4

 | | | | | | | | | | |

December----| 46.0 | 25.1 | 35.5 | 74 | -1 | 16 | 3.00 | 0.82 | 4.75 | 5 | 3.4

 | | | | | | | | | | |

 | | | | | | | | | | |

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

 Average | 67.8 | 41.8 | 54.8 | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | |

 Extreme | 110 | -27 | --- | 104 | -19 | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | |

 Total------| --- | --- | --- | --- | --- | 3,846 | 37.75 |24.78 | 44.52| 58 | 18.7

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

 * A growing degree day is a unit of heat available for plant growth. It can be calculated by adding the

 maximum and minimum daily temperatures, dividing the sum by 2, and subtracting the temperature below which

 growth is minimal for the principal crops in the area (50 degrees F).
Jefferson County, Missouri 17

Table 2.--Freeze Dates in Spring and Fall

(Recorded in the period 1961-90 at Festus, Missouri)

______________________________________________________________

 |

 | 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-- | April 12 | April 28 | May 10

 | | |

 2 years in 10 | | |

 later than-- | April 8 | April 23 | May 5

 | | |

 5 years in 10 | | |

 later than-- | March 31 | April 11 | April 26

 | | |

 First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | October 14 | October 7 | September 26

 | | |

 2 years in 10 | | |

 earlier than-- | October 18 | October 11 | October 1

 | | |

 5 years in 10 | | |

 earlier than-- | October 28 | October 19 | October 9

 | | | _______________________________________________________________

Table 3.--Growing Season

(Recorded in the period 1961-90 at Festus,

 Missouri)

__________________________________________________

 |

 | Daily minimum temperature

 | during growing season ___________________________________

 Probability | | |

 | Higher | Higher | Higher

 | than | than | than

 | 24 oF | 28 oF | 32 oF

 | | | __________________________________________________

 | Days | Days | Days ____ ____ ____

 | | |

9 years in 10 | 196 | 173 | 147

 | | |

8 years in 10 | 201 | 179 | 154

 | | |

5 years in 10 | 211 | 191 | 167

 | | |

2 years in 10 | 221 | 203 | 180

 | | |

1 year in 10 | 226 | 210 | 186

 | | | __________________________________________________

19

The general soil map in this publication shows

broad areas that have a distinctive pattern of soils,

relief, and drainage. Each map unit on the general soil

map is a unique natural landscape. Typically, it

consists of one or more major soils or miscellaneous

areas and some minor soils or miscellaneous areas.

It is named for the major soils or miscellaneous

areas. The components of one map unit can occur in

another but in a different pattern.

The general soil map can be used to compare the

suitability of large areas for general land uses. Areas

of suitable soils can be identified on the map.

Likewise, areas where the soils are not suitable can

be identified.

Because of its small scale, the map is not suitable

for planning the management of a farm or field or for

selecting a site for a road or building or other

structure. The soils in any one map unit differ from

place to place in slope, depth, drainage, and other

characteristics that affect management.

The descriptions, names, and delineations of the

soils on the general soil map of this survey do not

fully agree with those on the general soil map of

surveys of adjacent counties published at a different

date. Differences may be the result of additional soil

data, variations in the intensity of mapping, and

correlation decisions that reflect local conditions.

Soil Descriptions

1. Haynie-Tice-Waldron Association

Extent of the association:

1 percent of the survey area

Composition:

Haynie and similar soils—48 percent

Tice and similar soils—29 percent

Waldron and similar soils—20 percent

Minor soils—3 percent (Freeburg, Haymond, and

Wilbur)

Landscape (fig. 2):

Haynie—convex natural levees

Tice—linear bottomlands

Waldron—concave old meanders and channel

scars

Parent materials:

Mississippi River alluvium

Slope range:

0 to 2 percent

Slope configuration:

Linear and complex

2. Sonsac-Useful-Moko Association

Extent of the association:

58 percent of the survey area

Composition:

Sonsac and similar soils—44 percent

Useful and similar soils—30 percent

Moko and similar soils—15 percent

Minor soils—11 percent (Goss, Rueter, and

Wrengart)

Landscape (fig. 3):

Sonsac—narrow ridgetops and backslopes

Useful—summits

Moko—backslopes

Parent materials:

Loess and residuum

Slope range:

3 to 55 percent

Slope configuration:

Convex and complex

General Soil Map Units
20 Soil Survey

Figure 2.—Typical pattern of soils and parent material in the Haynie-Tice-Waldron and Menfro-Gasconade associations.
Jefferson County, Missouri 21

Figure 3.—Typical pattern of soils and parent material in the Sonsac-Useful-Moko association.
22 Soil Survey

3. Wrengart-Goss Association

Extent of the association:

13 percent of the survey area

Composition:

Wrengart and similar soils—47 percent

Goss and similar soils—45 percent

Minor soils—8 percent (Moko, Sonsac, and

Useful)

Landscape (fig. 4):

Wrengart—summits

Goss—narrow ridgetops and upper backslopes

Parent materials:

Loess and residuum

Slope range:

3 to 55 percent

Slope configuration:

Convex and complex

Figure 4.—Typical pattern of soils and parent material in the Wrengart-Goss association.
Jefferson County, Missouri 23

4. Menfro-Gasconade Association

Extent of the association:

5 percent of the survey area

Composition:

Menfro and similar soils—69 percent

Gasconade and similar soils—17 percent

Minor soils—14 percent (Brussels, Sonsac, and

Useful)

Landscape (fig. 2):

Menfro—summits and upper backslopes

Gasconade—lower backslopes

Parent materials:

Loess and residuum

Slope range:

3 to 50 percent

Slope configuration:

Convex and complex

5. Minnith-Pevely Association

Extent of the association:

8 percent of the survey area

Composition:

Minnith and similar soils—51 percent

Pevely and similar soils—32 percent

Minor soils—17 percent (Freeburg, Ramsey,

Sonsac, and Useful)

Landscape (fig. 5):

Minnith—Ridgetops and backslopes

Pevely—Narrow ridgetops and backslopes

Parent materials:

Loess and residuum

Slope range:

3 to 50 percent

Slope configuration:

Convex and complex

Figure 5.—Typical pattern of soils and parent material in the Minnith-Pevely association.
24

6. Haymond-Freeburg-Horsecreek-

 Bloomsdale Association

Extent of the association:

15 percent of the survey area

Composition:

Haymond and similar soils—26 percent

Freeburg and similar soils—25 percent

Horsecreek and similar soils—25 percent

Bloomsdale and similar soils—24 percent

Landscape (fig. 6):

Haymond—flood plains

Freeburg—terraces

Horsecreek—terraces

Bloomsdale—flood plains

Parent materials:

Alluvium

Slope range:

0 to 5 percent

Slope configuration:

Linear and complex

Figure 6.—Typical pattern of soils and parent material in the Haymond-Freeburg-Horsecreek-Bloomsdale association.

Bloomsdale

Upland

Upland

Horsecreek

Freeburg

Upland

Freeburg

Haymond

Haymond

Haymond

Horsecreek

Bloomsdale

ChertyDolomite

Alluvium

Alluvium

Cherty-Dolomite
25

The map units delineated on the detailed soil maps

in this survey represent the soils or miscellaneous

areas in the survey area. The map unit descriptions

in this section, along with the maps, can be used to

determine the suitability and potential of a unit for

specific uses. They also can be used to plan the

management needed for those uses.

A map unit delineation on a soil map represents an

area dominated by one or more major kinds of soil or

miscellaneous areas. A map unit is identified and

named according to the taxonomic classification of

the dominant soils. Within a taxonomic class there

are precisely defined limits for the properties of the

soils. On the landscape, however, the soils are

natural phenomena, and they have the characteristic

variability of all natural phenomena. Thus, the range

of some observed properties may extend beyond the

limits defined for a taxonomic class. Areas of soils of

a single taxonomic class rarely, if ever, can be

mapped without including areas of other taxonomic

classes. Consequently, every map unit is made up of

the soils or miscellaneous areas for which it is

named and some minor components that belong to

taxonomic classes other than those of the major

soils.

Most minor soils have properties similar to those

of the dominant soil or soils in the map unit, and thus

they do not affect use and management. These are

called noncontrasting, or similar, components. They

may or may not be mentioned in a particular map unit

description. Other minor components, however, have

properties and behavioral characteristics divergent

enough to affect use or to require different

management. These are called contrasting, or

dissimilar, components. They generally are in small

areas and could not be mapped separately because

of the scale used. Some small areas of strongly

contrasting soils or miscellaneous areas are

identified by a special symbol on the maps. The

contrasting components are mentioned in the map

unit descriptions. A few areas of minor components

may not have been observed, and consequently they

are not mentioned in the descriptions, especially

where the pattern was so complex that it was

impractical to make enough observations to identify

all the soils and miscellaneous areas on the

landscape.

The presence of minor components in a map unit

in no way diminishes the usefulness or accuracy of

the data. The objective of mapping is not to delineate

pure taxonomic classes but rather to separate the

landscape into landforms or landform segments that

have similar use and management requirements. The

delineation of such segments on the map provides

sufficient information for the development of resource

plans. If intensive use of small areas is planned,

however, onsite investigation is needed to define and

locate the soils and miscellaneous areas.

An identifying symbol precedes the map unit name

in the map unit descriptions. Each description

includes general facts about the unit and gives the

principal hazards and limitations to be considered in

planning for specific uses.

Soils that have profiles that are almost alike make

up a soil series. Except for differences in texture of

the surface layer, all the soils of a series have major

horizons that are similar in composition, thickness,

and arrangement.

Soils of one series can differ in texture of the

surface layer, slope, stoniness, salinity, degree of

erosion, and other characteristics that affect their

use. On the basis of such differences, a soil series is

divided into soil phases. Most of the areas shown on

the detailed soil maps are phases of soil series. The

name of a soil phase commonly indicates a feature

that affects use or management. For example, Menfro

silt loam, 8 to 15 percent slopes, is a phase of the

Menfro series.

Some map units are made up of two or more major

soils or miscellaneous areas. These map units are

called complexes. A complex consists of two or more

soils or miscellaneous areas in such an intricate

pattern or in such small areas that they cannot be

shown separately on the maps. The pattern and

proportion of the soils or miscellaneous areas are

somewhat similar in all areas. Rueter-Sonsac

complex, 15 to 55 percent slopes, extremely stony, is

an example.

Detailed Soil Map Units
26 Soil Survey

This survey includes miscellaneous areas. Such

areas have little or no soil material and support little

or no vegetation. Pits, quarries, is an example.

Table 4 gives the acreage and proportionate extent

of each map unit. Other tables give properties of the

soils and the limitations, capabilities, and potentials

for many uses. The Glossary defines many of the

terms used in describing the soils or miscellaneous

areas.

Soil Descriptions

60003—Menfro silt loam, 8 to 15 percent

slopes, eroded

Setting

Landform: Hill

Position on the landform: Summit and backslope

Parent material: Fine-silty loess

Composition

Menfro and similar soils—85 percent

Minor components—15 percent

Gasconade—lower backslopes with southwest

aspects

Rueter—shoulders

Sonsac—lower backslopes

Typical Profile

Ap—0 to 8 inches; silt loam

Bt1—8 to 30 inches; silty clay loam

Bt2—30 to 60 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

60024—Menfro silt loam, 3 to 8 percent

slopes, eroded

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Fine-silty loess

Composition

Menfro and similar soils—90 percent

Minor components—10 percent

Rueter—saddles and shoulders

Sonsac—incised saddles and steeper southwest

aspects

Typical Profile

Ap—0 to 8 inches; silt loam

Bt1—8 to 39 inches; silty clay loam

Bt2—39 to 80 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Low (0.5 to 1 percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

60025—Urban land-Harvester complex, 3

to 8 percent slopes

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Urban land—no data;

Harvester—fine-silty loess

Composition

Urban land—50 percent

Harvester and similar soils—40 percent

Minor components—10 percent

Menfro—undisturbed areas

Sonsac—incised saddles and steeper southwest

aspects
Jefferson County, Missouri 27

Typical Profile

Harvester

C1—0 to 7 inches; silt loam

C2—7 to 31 inches; silty clay loam

2C3—31 to 80 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Urban land—no data;

Harvester—very deep (more than 60 inches)

Drainage class: Urban land—no data;

Harvester—moderately well drained

Available water capacity: Urban land—no data;

Harvester—moderate (6 to 9 inches)

Organic matter content: Urban land—no data;

Harvester—low (0.5 to 1 percent)

Shrink-swell potential: Urban land—no data;

Harvester—moderate (3 to 6 percent)

Flooding: None

Water table: Urban land—no data; Harvester—39 to

59 inches

60037—Wrengart silt loam, 8 to 15

percent slopes

Setting

Landform: Hill

Position on the landform: Summit and backslope

Parent material: Fine-silty loess over gravelly

residuum weathered from cherty limestone

Composition

Wrengart and similar soils—80 percent

Minor components—20 percent

Rueter—shoulders

Sonsac—more sloping backslopes

Wrengart—eroded areas with silty clay loam

surfaces

Typical Profile

A—0 to 4 inches; silt loam

E—4 to 7 inches; silt loam

Bt—7 to 29 inches; silty clay loam

2Btx—29 to 41 inches; silty clay loam

3Bt—41 to 80 inches; extremely cobbly silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 24 to 42 inches

60038—Pevely-Holstein complex, 8 to 30

percent slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Pevely—fine-loamy residuum

weathered from sandstone; Holstein—fine-loamy

colluvium derived from sandstone

Composition

Pevely and similar soils—50 percent

Holstein and similar soils—40 percent

Minor components—10 percent

Minnith—less sloping areas

Ramsey—more sloping dissected areas

Sandstone bedrock outcrop—upper backslopes

Typical Profile

Pevely

A—0 to 4 inches; loam

E—4 to 10 inches; loam

Bt—10 to 32 inches; sandy clay loam

C—32 to 37 inches; very parachannery fine sand and

very parachannery fine sandy loam

R—37 to 60 inches; unweathered bedrock

Holstein

A—0 to 4 inches; fine sandy loam

E—4 to 9 inches; fine sandy loam

Bt1—9 to 52 inches; clay loam and sandy clay loam

Bt2—52 to 65 inches; clay loam

2R—65 to 80 inches; unweathered bedrock
28 Soil Survey

Soil Properties and Qualities

Depth to bedrock: Pevely—moderately deep (20 to 40

inches); Holstein—very deep (more than 60

inches)

Drainage class: Pevely—moderately well drained;

Holstein—well drained

Available water capacity: Pevely—low (3 to 6 inches);

Holstein—high (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: Pevely—24 to 40 inches; Holstein—none

60039—Pevely silt loam, 3 to 15 percent

slopes

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Fine-loamy residuum weathered from

sandstone

Composition

Pevely and similar soils—90 percent

Minor components—10 percent

Minnith—less sloping broader areas

Ramsey—more sloping areas

Sandstone bedrock outcrop—more sloping areas

Typical Profile

A—0 to 4 inches; silt loam

E—4 to 10 inches; silt loam

Bt—10 to 32 inches; sandy clay loam

C—32 to 37 inches; very parachannery fine sand and

very parachannery fine sandy loam

R—37 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Moderately well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 24 to 40 inches

60040—Pevely loam, 15 to 40 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Fine-loamy residuum weathered from

sandstone

Composition

Pevely and similar soils—85 percent

Minor components—15 percent

Holstein—less sloping areas

Minnith—less sloping north aspects

Ramsey—steeper areas adjacent to drains

Sandstone bedrock outcrop—more sloping areas

adjacent to drains

Typical Profile

A—0 to 4 inches; loam

E—4 to 10 inches; loam

Bt—10 to 32 inches; sandy clay loam and

parachannery sandy clay loam

C—32 to 37 inches; very parachannery fine sand

R—37 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Moderately well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 24 to 40 inches

60041—Brussels-Rock outcrop complex,

35 to 90 percent slopes, extremely

stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Brussels—colluvium weathered from

limestone; Rock outcrop—no data
Jefferson County, Missouri 29

Composition

Brussels and similar soils—60 percent

Rock outcrop—20 percent

Minor components—20 percent

Menfro—north and east aspects

Sonsac—upper backslopes

Typical Profile

Brussels

A—0 to 5 inches; very channery silty clay loam

Bw1—5 to 35 inches; very flaggy silty clay and very

flaggy silty clay loam

Bw2—35 to 60 inches; extremely flaggy silty clay and

very flaggy silty clay loam

Soil Properties and Qualities

Depth to bedrock: Brussels—very deep (more than

60 inches); Rock outcrop—no data

Drainage class: Brussels—well drained; Rock

outcrop—no data

Available water capacity: Brussels—low (3 to 6

inches); Rock outcrop—no data

Organic matter content: Brussels—moderate (2 to 4

percent); Rock outcrop—no data

Shrink-swell potential: Brussels—moderate (3 to 6

percent); Rock outcrop—no data

Flooding: None

Water table: None

60042—Menfro silt loam, 15 to 30 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Fine-silty loess

Composition

Menfro and similar soils—85 percent

Minor components—15 percent

Gasconade—lower backslopes with southwest

aspects

Rueter—upper backslopes

Sonsac—lower backslopes

Typical Profile

A—0 to 8 inches; silt loam

Bt1—8 to 20 inches; silt loam

Bt2—20 to 47 inches; silty clay loam

Bt3—47 to 80 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Very high (more than 12

inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

60043—Menfro silt loam, 30 to 50 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Fine-silty loess

Composition

Menfro and similar soils—80 percent

Minor components—20 percent

Gasconade—lower backslopes with southwest

aspects

Rock outcrop—lower backslopes with southwest

aspects

Rueter—upper backslopes

Sonsac—lower backslopes

Typical Profile

A—0 to 4 inches; silt loam

E—4 to 10 inches; silt loam

Bt1—10 to 40 inches; silty clay loam, silt loam

Bt2—40 to 80 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Low (0.5 to 1 percent)
30 Soil Survey

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

60044—Minnith silt loam, 3 to 8 percent

slopes, eroded

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Fine-silty loess over loamy residuum

weathered from sandstone

Composition

Minnith and similar soils—90 percent

Minor components—10 percent

Holstein—saddles

Pevely—saddles and shoulders

Typical Profile

Ap—0 to 5 inches; silt loam

Bt1—5 to 35 inches; silty clay loam

2Bt2—35 to 80 inches; loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 36 to 72 inches

60045—Minnith silt loam, 8 to 15 percent

slopes, eroded

Setting

Landform: Hill

Position on the landform: Summit and backslope

Parent material: Fine-silty loess over loamy residuum

weathered from sandstone

Composition

Minnith and similar soils—85 percent

Minor components—15 percent

Holstein—lower backslopes

Pevely—more dissected areas

Typical Profile

Ap—0 to 5 inches; silt loam

Bt1—5 to 35 inches; silty clay loam

2Bt2—35 to 80 inches; loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 36 to 72 inches

60046—Minnith silt loam, 15 to 30 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Fine-silty loess over loamy residuum

weathered from sandstone

Composition

Minnith and similar soils—80 percent

Minor components—20 percent

Holstein—lower backslopes

Pevely—more dissected areas

Ramsey—more sloping areas adjacent to drains

Rock outcrop—more sloping areas adjacent to

drains

Typical Profile

Ap—0 to 5 inches; silt loam

Bt1—5 to 35 inches; silty clay loam

2Bt2—35 to 80 inches; loam
Jefferson County, Missouri 31

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 36 to 72 inches

60047—Urban land-Harvester complex,

8 to 15 percent slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Urban land—no data;

Harvester—fine-silty loess

Composition

Urban land—50 percent

Harvester and similar soils—45 percent

Minor components—5 percent

Rueter—shoulders and saddles

Sonsac—lower backslopes

Typical Profile

Harvester

C1—0 to 7 inches; silt loam

C2—7 to 31 inches; silty clay loam

2C3—31 to 80 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Urban land—no data;

Harvester—very deep (more than 60 inches)

Drainage class: Urban land—no data;

Harvester—moderately well drained

Available water capacity: Urban land—no data;

Harvester—moderate (6 to 9 inches)

Organic matter content: Urban land—no data;

Harvester—low (0.5 to 1 percent)

Shrink-swell potential: Urban land—no data;

Harvester—moderate (3 to 6 percent)

Flooding: None

Water table: Urban land—no data; Harvester—39 to

59 inches

60048—Weingarten silt loam, 15 to 50

percent slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Fine-silty loess over gravelly

residuum weathered from cherty limestone

Composition

Weingarten and similar soils—85 percent

Minor components—15 percent

Menfro—less sloping north aspects

Rock outcrop—more sloping areas adjacent to

drains

Rueter—upper backslopes

Sonsac—lower backslopes with southwest

aspects

Useful—lower backslopes

Typical Profile

A—0 to 3 inches; silt loam

E—3 to 11 inches; silt loam

Bt—11 to 32 inches; silty clay loam

2Btx—32 to 68 inches; silt loam

3Bt—68 to 80 inches; extremely gravelly silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: None

Water table: None

60049—Urban land-Horsecreek complex,

2 to 5 percent slopes

Setting

Landform: Stream terrace

Parent material: Urban land—no data;

Horsecreek—fine-silty alluvium
32 Soil Survey

Composition

Urban land—50 percent

Horsecreek and similar soils—40 percent

Minor components—10 percent

Freeburg—less sloping areas

Typical Profile

Horsecreek

A—0 to 9 inches; silt loam

Bt—9 to 60 inches; silty clay loam and silt loam

Soil Properties and Qualities

Depth to bedrock: Urban land—no data;

Horsecreek—very deep (more than 60 inches)

Drainage class: Urban land—no data;

Horsecreek—well drained

Available water capacity: Urban land—no data;

Horsecreek—high (9 to 12 inches)

Organic matter content: Urban land—no data;

Horsecreek—moderate (2 to 4 percent)

Shrink-swell potential: Urban land—no data;

Horsecreek—low (0 to 3 percent)

Flooding: None

Water table: None

60050—Urban land-Deible complex, 0 to 3

percent slopes

Setting

Landform: Stream terrace

Parent material: Urban land—no data; Deible—clayey

alluvium over colluvium

Composition

Urban land—50 percent

Deible and similar soils—40 percent

Minor components—10 percent

Freeburg—more sloping areas

Typical Profile

Deible

Ap—0 to 10 inches; silt loam

E—10 to 15 inches; silt loam

Btg1—15 to 37 inches; silty clay

2Btg2—37 to 80 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Urban land—no data;

Deible—very deep (more than 60 inches)

Drainage class: Urban land—no data;

Deible—poorly drained

Available water capacity: Urban land—no data;

Deible—high (9 to 12 inches)

Organic matter content: Urban land—no data;

Deible—moderately low (1 to 2 percent)

Shrink-swell potential: Urban land—no data;

Deible—high (6 to 9 percent)

Flooding: None

Water table: Urban land—no data; Deible—0 to 12

inches

64007—Freeburg silt loam, 0 to 2 percent

slopes, occasionally flooded

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Freeburg and similar soils—85 percent

Minor components—15 percent

Horsecreek—convex areas

Moniteau—depressional areas

Typical Profile

Ap—0 to 8 inches; silt loam

E—8 to 18 inches; silt loam

Bt—18 to 37 inches; silty clay loam

Btg—37 to 65 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat poorly drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: Occasional (5 to 50 percent chance in any

year)

Water table: 12 to 30 inches
Jefferson County, Missouri 33

64008—Freeburg silt loam, 2 to 5 percent

slopes

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Freeburg and similar soils—90 percent

Minor components—10 percent

Deible—depressional areas

Freeburg—eroded areas

Horsecreek—convex areas

Typical Profile

Ap—0 to 8 inches; silt loam

E—8 to 18 inches; silt loam

Bt—18 to 37 inches; silty clay loam

Btg—37 to 65 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat poorly drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 12 to 30 inches

64009—Freeburg silt loam, 5 to 9 percent

slopes

Setting

Landform: Hill

Position on the landform: Footslope

Parent material: Fine-silty alluvium

Composition

Freeburg and similar soils—90 percent

Minor components—10 percent

Freeburg—eroded areas

Horsecreek—convex areas

Typical Profile

Ap—0 to 8 inches; silt loam

E—8 to 18 inches; silt loam

Bt—18 to 37 inches; silty clay loam

Btg—37 to 65 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat poorly drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 12 to 30 inches

66000—Moniteau silt loam, 0 to 2 percent

slopes, occasionally flooded

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Moniteau and similar soils—85 percent

Minor components—15 percent

Freeburg—higher areas

Horsecreek—convex areas

Sturkie—lower areas

Typical Profile

Ap—0 to 7 inches; silt loam

E—7 to 14 inches; silt loam

Btg—14 to 80 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Poorly drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: Occasional (5 to 50 percent chance in any

year)

Water table: 0 to 12 inches
34 Soil Survey

66014—Haymond silt loam, 0 to 3 percent

slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Coarse-silty alluvium

Composition

Haymond and similar soils—90 percent

Minor components—10 percent

Gravel bars—adjacent to stream channels

Kaintuck—adjacent to stream channels

Wilbur—depressional areas

Typical Profile

Ap—0 to 6 inches; silt loam

Bw—6 to 41 inches; silt loam

2C—41 to 80 inches; fine sandy loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: None

66020—Haynie silt loam, 0 to 2 percent

slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Coarse-silty alluvium

Composition

Haynie and similar soils—90 percent

Minor components—10 percent

Tice—depressional areas

Typical Profile

Ap—0 to 9 inches; silt loam

C—9 to 80 inches; stratified very fine sandy loam to

silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Very high (more than 12

inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: None

66024—Wilbur silt loam, 0 to 2 percent

slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Coarse-silty alluvium

Composition

Wilbur and similar soils—85 percent

Minor components—15 percent

Haymond—convex areas

Kaintuck—adjacent to river channels

Ponded areas

Typical Profile

A—0 to 8 inches; silt loam

Bw—8 to 36 inches; silt loam

Cg—36 to 80 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: Very high (more than 12

inches)

Organic matter content: High (4 to 8 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: 18 to 24 inches
Jefferson County, Missouri 35

66050—Tice silty clay loam, 0 to 2

percent slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Fine-silty alluvium

Composition

Tice and similar soils—90 percent

Minor components—10 percent

Haynie—convex areas

Typical Profile

Ap—0 to 16 inches; silty clay loam

Bw—16 to 80 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat poorly drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: 18 to 36 inches

66051—Perche silt loam, 0 to 2 percent

slopes, occasionally flooded

Setting

Landform: Flood plain

Parent material: Coarse-loamy alluvium

Composition

Perche and similar soils—85 percent

Minor components—15 percent

Gladden—areas adjacent to stream channels

Kaintuck—convex areas

Typical Profile

Ap—0 to 4 inches; silt loam

C—4 to 60 inches; stratified sand to silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Occasional (5 to 50 percent chance in any

year)

Water table: 24 to 42 inches

66052—Waldron silty clay loam, 0 to 2

percent slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Clayey alluvium

Composition

Waldron and similar soils—85 percent

Minor components—15 percent

Haynie—convex areas

Tice—linear areas

Waldron—ponded areas

Typical Profile

Ap—0 to 6 inches; silty clay loam

C—6 to 60 inches; stratified silt loam, silty clay loam,

and silty clay

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat poorly drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: 12 to 36 inches
36 Soil Survey

66053—Fishpot-Urban land complex, 0 to

3 percent slopes

Setting

Landform: Stream terrace

Parent material: Fishpot—fine-loamy earth fill;

Urban land—no data

Composition

Fishpot and similar soils—50 percent

Urban land—40 percent

Minor components—10 percent

Fishpot—rarely flooded areas

Freeburg—undisturbed linear areas

Horsecreek—undisturbed convex areas

Typical Profile

Fishpot

C1—0 to 47 inches; stratified silt loam

C2—47 to 80 inches; stratified silt loam to silty clay

loam

Soil Properties and Qualities

Depth to bedrock: Fishpot—very deep (more than 60

inches); Urban land—no data

Drainage class: Fishpot—somewhat poorly drained;

Urban land—no data

Available water capacity: Fishpot—moderate (6 to 9

inches); Urban land—no data

Organic matter content: Fishpot—moderately low

(1 to 2 percent); Urban land—no data

Shrink-swell potential: Fishpot—moderate (3 to 6

percent); Urban land—no data

Flooding: None

Water table: Fishpot—24 to 60 inches;

Urban land—no data

73046—Wrengart silt loam, 3 to 8 percent

slopes, eroded

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Fine-silty loess over gravelly

residuum weathered from limestone

Composition

Wrengart and similar soils—90 percent

Minor components—10 percent

Goss—saddles and shoulders

Rueter—saddles and shoulders

Sonsac—incised saddles and more sloping

southwest aspects

Typical Profile

Ap—0 to 6 inches; silt loam

Bt—6 to 26 inches; silty clay loam

2Btx—26 to 45 inches; silt loam

3Bt1—45 to 60 inches; extremely gravelly silty clay

loam

4Bt2—60 to 80 inches; gravelly silty clay

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: 24 to 42 inches

73090—Useful silt loam, 3 to 8 percent

slopes

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Loess over clayey residuum

weathered from dolostone

Composition

Useful and similar soils—90 percent

Minor components—10 percent

Caneyville—saddles and southwest-facing

shoulders

Wrengart—less sloping broader areas
Jefferson County, Missouri 37

Typical Profile

Ap—0 to 7 inches; silt loam

Bt—7 to 31 inches; silty clay

2Bt—31 to 45 inches; silty clay

2Bt/Cr—45 to 53 inches; silty clay loam

2R—53 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Deep (40 to 60 inches)

Drainage class: Moderately well drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: 24 to 42 inches

73200—Sonsac gravelly silt loam, 3 to 15

percent slopes, very stony

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Gravelly colluvium over clayey

residuum weathered from cherty limestone

Composition

Sonsac and similar soils—80 percent

Minor components—20 percent

Caneyville—less sloping areas and north-facing

shoulders

Moko—saddles and southwest-facing shoulders

Rock outcrop—saddles and southwest-facing

shoulders

Typical Profile

A—0 to 3 inches; gravelly silt loam

E—3 to 8 inches; very gravelly silt loam

Bt1—8 to 11 inches; very gravelly silt loam

2Bt2—11 to 32 inches; very gravelly clay

2R—32 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Low (0.5 to 1 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: None

73201—Sonsac gravelly silt loam, 15 to

40 percent slopes, very stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Gravelly colluvium over clayey

residuum weathered from cherty limestone

Composition

Sonsac and similar soils—80 percent

Minor components—20 percent

Moko—more sloping areas adjacent to drains

Rock outcrop—more sloping areas adjacent to

drains

Rueter—upper backslopes

Useful—less sloping areas and north aspects

Typical Profile

A—0 to 3 inches; gravelly silt loam

E—3 to 8 inches; very gravelly silt loam

Bt1—8 to 11 inches; very gravelly silt loam

2Bt2—11 to 32 inches; very gravelly clay

2R—32 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Low (0.5 to 1 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: None
38 Soil Survey

73202—Rueter gravelly silt loam, 3 to 15

percent slopes, very stony

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Gravelly colluvium over clayey

residuum weathered from dolostone

Composition

Rueter and similar soils—90 percent

Minor components—10 percent

Sonsac—saddles

Wrengart—less sloping areas and north-facing

shoulders

Typical Profile

A—0 to 2 inches; gravelly silt loam

E—2 to 13 inches; gravelly silt loam

Bt1—13 to 48 inches; extremely gravelly silt loam

2Bt2—48 to 80 inches; cobbly clay

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat excessively drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Very low (0 to 0.5 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: None

Water table: None

73203—Rueter-Sonsac complex, 15 to 55

percent slopes, extremely stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Rueter—gravelly colluvium over

clayey residuum weathered from dolostone;

Sonsac—gravelly colluvium over clayey

residuum weathered from cherty limestone

Composition

Rueter and similar soils—45 percent

Sonsac and similar soils—40 percent

Minor components—15 percent

Moko—lower backslopes and more sloping areas

adjacent to drains

Rock outcrop—more sloping areas adjacent to

drains

Wrengart—north aspects

Typical Profile

Rueter

A—0 to 2 inches; gravelly silt loam

E—2 to 13 inches; gravelly silt loam

Bt1—13 to 48 inches; extremely gravelly silt loam

2Bt2—48 to 80 inches; cobbly clay

Sonsac

A—0 to 3 inches; gravelly silt loam

E—3 to 8 inches; very gravelly silt loam

Bt1—8 to 11 inches; very gravelly silt loam

2Bt2—11 to 32 inches; very gravelly clay

2R—32 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Rueter—very deep (more than 60

inches); Sonsac—moderately deep (20 to 40

inches)

Drainage class: Rueter—somewhat excessively

drained; Sonsac—well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Rueter—very low (0 to 0.5

percent); Sonsac—low (0.5 to 1 percent)

Shrink-swell potential: Rueter—low (0 to 3 percent);

Sonsac—high (6 to 9 percent)

Flooding: None

Water table: None

73204—Ramsey-Rock outcrop complex,

8 to 50 percent slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Ramsey—loamy residuum

weathered from sandstone; Rock outcrop—no

data
Jefferson County, Missouri 39

Composition

Ramsey—60 percent

Rock outcrop—25 percent

Minor components—15 percent

Holstein—less sloping backslopes

Pevely—upper backslopes

Typical Profile

Ramsey

A—0 to 1 inches; fine sandy loam

E—1 to 4 inches; fine sandy loam

Bw—4 to 10 inches; fine sandy loam

C—10 to 17 inches; loamy fine sand

R—17 to 60 inches; unweathered sandstone bedrock

Soil Properties and Qualities

Depth to bedrock: Ramsey—very shallow and

shallow (4 to 20 inches); Rock outcrop—no data

Drainage class: Ramsey—somewhat excessively

drained; Rock outcrop—no data

Available water capacity: Ramsey—very low (0 to 3

inches); Rock outcrop—no data

Organic matter content: Ramsey—low (0.5 to 1

percent); Rock outcrop—no data

Shrink-swell potential: Ramsey—low (0 to 3 percent);

Rock outcrop—no data

Flooding: None

Water table: None

73205—Useful silt loam, 8 to 15 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope and summit

Parent material: Loess over clayey residuum

weathered from limestone

Composition

Useful and similar soils—90 percent

Minor components—10 percent

Moko—more sloping areas adjacent to drains

Sonsac—more sloping backslopes and

southwest aspects

Wrengart—less sloping areas and north aspects

Typical Profile

Ap—0 to 7 inches; silt loam

Bt—7 to 31 inches; silty clay loam

2Bt1—31 to 39 inches; very gravelly silty clay

2Bt2—39 to 53 inches; silty clay and silty clay loam

2R—53 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Deep (40 to 60 inches)

Drainage class: Moderately well drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: 24 to 42 inches

73206—Useful silt loam, 15 to 40 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Loess over clayey residuum

weathered from limestone

Composition

Useful and similar soils—85 percent

Minor components—15 percent

Moko—more sloping areas adjacent to drains

and southwest aspects

Rock outcrop—more sloping areas adjacent to

drains

Sonsac—lower backslopes and southwest

aspects

Typical Profile

Ap—0 to 7 inches; silt loam

Bt—7 to 31 inches; silty clay loam

2Bt1—31 to 39 inches; very gravelly silty clay

2Bt2—39 to 53 inches; silty clay and silty clay loam

2R—53 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Deep (40 to 60 inches)

Drainage class: Moderately well drained

Available water capacity: Moderate (6 to 9 inches)
40 Soil Survey

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: 24 to 42 inches

73207—Caneyville silt loam, 3 to 8

percent slopes

Setting

Landform: Hill

Position on the landform: Summit

Parent material: Clayey residuum weathered from

dolostone

Composition

Caneyville and similar soils—80 percent

Minor components—20 percent

Caneyville—eroded areas

Moko—more sloping southwest-facing shoulders

Rock outcrop—more sloping southwest-facing

shoulders

Sonsac—saddles and southwest-facing

shoulders

Useful—less sloping areas and north aspect

shoulders

Typical Profile

Ap—0 to 5 inches; silt loam

Bt1—5 to 21 inches; silty clay loam

Bt2—21 to 32 inches; silty clay

R—32 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

73208—Caneyville silt loam, 8 to 15

percent slopes

Setting

Landform: Hill

Position on the landform: Summit and backslope

Parent material: Clayey residuum weathered from

dolostone

Composition

Caneyville and similar soils—80 percent

Minor components—20 percent

Caneyville—eroded areas

Moko—more sloping areas adjacent to drains

Rock outcrop—more sloping areas adjacent to

drains

Sonsac—lower backslopes and southwest

aspects

Useful—less sloping areas and north aspects

Typical Profile

A—0 to 3 inches; silt loam

E—3 to 6 inches; silt loam

Bt1—6 to 18 inches; silty clay

Bt2—18 to 34 inches; gravelly clay

R—34 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

73209—Caneyville silt loam, 15 to 30

percent slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Clayey residuum weathered from

dolostone
Jefferson County, Missouri 41

Composition

Caneyville and similar soils—80 percent

Minor components—20 percent

Moko—more sloping areas adjacent to drains

Rock outcrop—more sloping areas adjacent to

drains

Sonsac—lower backslopes and southwest

aspects

Useful—less sloping areas and north aspects

Typical Profile

A—0 to 3 inches; silt loam

E—3 to 6 inches; silt loam

Bt1—6 to 18 inches; silty clay

Bt2—18 to 34 inches; gravelly clay

R—34 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moderately deep (20 to 40 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

73210—Goss very cobbly silt loam, 15 to

50 percent slopes, extremely stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Clayey residuum weathered from

cherty limestone

Composition

Goss and similar soils—80 percent

Minor components—20 percent

Crider—less sloping lower backslopes

Moko—more sloping areas adjacent to drains

Rock outcrop—more sloping areas adjacent to

drains

Rueter—upper backslopes

Sonsac—lower backslopes and southwest

aspects

Typical Profile

A—0 to 3 inches; very cobbly silt loam

E—3 to 9 inches; very gravelly silt loam

Bt—9 to 80 inches; cobbly clay

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None

73211—Gasconade-Rock outcrop

complex, 3 to 15 percent slopes,

rubbly

Setting

Landform: Hill

Position on the landform: Gasconade—summit and

shoulder; Rock outcrop—shoulder

Parent material: Gasconade—clayey residuum

weathered from limestone; Rock outcrop—no

data

Composition

Gasconade and similar soils—60 percent

Rock outcrop—20 percent

Minor components—20 percent

Caneyville—north aspect shoulders and saddles

Sonsac—saddles and north aspect shoulders

Useful—broader less sloping areas

Typical Profile

Gasconade

A—0 to 10 inches; very channery silty clay

Bw—10 to 13 inches; channery silty clay

R—13 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Gasconade—very shallow and

shallow (4 to 20 inches); Rock outcrop—no data
42 Soil Survey

Drainage class: Gasconade—somewhat excessively

drained; Rock outcrop—no data

Available water capacity: Gasconade—very low (0 to

3 inches); Rock outcrop—no data

Organic matter content: Gasconade—moderate (2 to

4 percent); Rock outcrop—no data

Shrink-swell potential: Gasconade—high (6 to 9

percent); Rock outcrop—no data

Flooding: None

Water table: None

73212—Gasconade-Rock outcrop

complex, 15 to 50 percent slopes,

rubbly

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Gasconade—clayey residuum

weathered from limestone; Rock outcrop—no

data

Composition

Gasconade and similar soils—55 percent

Rock outcrop—25 percent

Minor components—20 percent

Caneyville—upper backslopes on north aspects

Menfro—north aspects adjacent to Mississippi

River

Sonsac—upper backslopes

Typical Profile

Gasconade

A—0 to 10 inches; very channery silty clay

Bw—10 to 13 inches; channery silty clay

R—13 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Gasconade—very shallow and

shallow (4 to 20 inches); Rock outcrop—no data

Drainage class: Gasconade—somewhat excessively

drained; Rock outcrop—no data

Available water capacity: Gasconade—very low (0 to

3 inches); Rock outcrop—no data

Organic matter content: Gasconade—moderate (2 to

4 percent); Rock outcrop—no data

Shrink-swell potential: Gasconade—high (6 to 9

percent); Rock outcrop—no data

Flooding: None

Water table: None

73213—Moko-Rock outcrop complex, 3 to

15 percent slopes, extremely stony

Setting

Landform: Hill

Position on the landform: Shoulder

Parent material: Moko—loamy residuum weathered

from dolostone; Rock outcrop—no data

Composition

Moko and similar soils—65 percent

Rock outcrop—20 percent

Minor components—15 percent

Caneyville—north aspect shoulders and saddles

Sonsac—saddles and north aspect shoulders

Useful—less sloping broader areas

Typical Profile

Moko

A1—0 to 5 inches; gravelly loam

A2—5 to 10 inches; extremely channery silt loam

R—10 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moko—very shallow and shallow

(4 to 20 inches); Rock outcrop—no data

Drainage class: Moko—well drained;

Rock outcrop—no data

Available water capacity: Moko—very low (0 to 3

inches); Rock outcrop—no data

Organic matter content: Moko—high (4 to 8 percent);

Rock outcrop—no data

Shrink-swell potential: Moko—low (0 to 3 percent);

Rock outcrop—no data

Flooding: None

Water table: None
Jefferson County, Missouri 43

73214—Moko-Rock outcrop complex, 15

to 50 percent slopes, extremely stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Moko—loamy residuum weathered

from dolostone; Rock outcrop—no data

Composition

Moko and similar soils—60 percent

Rock outcrop—25 percent

Minor components—15 percent

Caneyville—upper backslopes on north aspects

Sonsac—upper backslopes

Typical Profile

Moko

A1—0 to 5 inches; gravelly loam

A2—5 to 10 inches; extremely channery silt loam

R—10 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Moko—very shallow and shallow

(4 to 20 inches); Rock outcrop—no data

Drainage class: Moko—well drained;

Rock outcrop—no data

Available water capacity: Moko—very low (0 to 3

inches); Rock outcrop—no data

Organic matter content: Moko—high (4 to 8 percent);

Rock outcrop—no data

Shrink-swell potential: Moko—low (0 to 3 percent);

Rock outcrop—no data

Flooding: None

Water table: None

73215—Crider silt loam, 3 to 8 percent

slopes

Setting

Landform: Hill

Position on the landform: Footslope

Parent material: Fine-silty loess over clayey

residuum

Composition

Crider and similar soils—85 percent

Minor components—15 percent

Caneyville—more sloping areas adjacent to

drains

Crider—eroded areas

Freeburg—less sloping areas

Goss—more dissected areas

Typical Profile

Ap—0 to 11 inches; silt loam

Bt1—11 to 37 inches; silty clay loam

2Bt2—37 to 60 inches; silty clay and silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: None

Water table: None

73216—Crider silt loam, 8 to 15 percent

slopes

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Fine-silty loess over clayey

residuum

Composition

Crider and similar soils—85 percent

Minor components—15 percent

Caneyville—more sloping areas adjacent to

drains

Crider—eroded areas

Goss—more dissected areas

Typical Profile

Ap—0 to 11 inches; silt loam

Bt1—11 to 37 inches; silty clay loam

2Bt2—37 to 60 inches; silty clay and silty clay loam
44 Soil Survey

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: None

Water table: None

73217—Useful-Sonsac complex, 15 to 50

percent slopes, very stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Useful—loess over clayey residuum

weathered from dolostone; Sonsac—gravelly

colluvium over clayey residuum weathered from

limestone

Composition

Useful and similar soils—55 percent

Sonsac and similar soils—35 percent

Minor components—10 percent

Rock outcrop—more sloping backslopes and

southwest aspects

Weingarten—north aspects

Typical Profile

Useful

Ap—0 to 7 inches; silt loam

Bt—7 to 31 inches; silty clay loam

2Bt1—31 to 39 inches; very gravelly silty clay

2Bt2—39 to 53 inches; silty clay and silty clay loam

2R—53 to 60 inches; unweathered bedrock

Sonsac

A—0 to 3 inches; gravelly silt loam

E—3 to 8 inches; very gravelly silt loam

Bt1—8 to 11 inches; very gravelly silt loam

2Bt2—11 to 32 inches; very gravelly clay

2R—32 to 60 inches; unweathered bedrock

Soil Properties and Qualities

Depth to bedrock: Useful—deep (40 to 60 inches);

Sonsac—moderately deep (20 to 40 inches)

Drainage class: Useful—moderately well drained;

Sonsac—well drained

Available water capacity: Useful—moderate (6 to 9

inches); Sonsac—low (3 to 6 inches)

Organic matter content: Useful—moderate (2 to 4

percent); Sonsac—low (0.5 to 1 percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: Useful—24 to 42 inches; Sonsac—None

73218—Tiff gravelly clay, 1 to 20 percent

slopes, very rocky

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Truncated clayey residuum

weathered from dolostone

Composition

Tiff and similar soils—80 percent

Rock outcrop—3 percent

Minor components—17 percent

Goss—non-excavated areas

Wrengart—non-excavated less sloping areas

Soils less than 60 inches to bedrock

Typical Profile

Bt1—0 to 3 inches; gravelly clay

Bt2—3 to 80 inches; very cobbly clay and gravelly

clay

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Very low (0 to 0.5 percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: None

Water table: None
Jefferson County, Missouri 45

73219—Rueter gravelly silt loam, 15 to 55

percent slopes, extremely stony

Setting

Landform: Hill

Position on the landform: Backslope

Parent material: Gravelly colluvium over clayey

residuum weathered from dolostone

Composition

Rueter and similar soils—90 percent

Minor components—10 percent

Sonsac—lower backslopes

Weingarten—north aspects

Typical Profile

A—0 to 2 inches; gravelly silt loam

E—2 to 13 inches; gravelly silt loam

Bt1—13 to 48 inches; extremely gravelly silt loam

2Bt2—48 to 80 inches; cobbly clay

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Somewhat excessively drained

Available water capacity: Low (3 to 6 inches)

Organic matter content: Very low (0 to 0.5 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: None

Water table: None

74644—Deible silt loam, 1 to 3 percent

slopes

Setting

Landform: Stream terrace

Parent material: Clayey alluvium over colluvium

Composition

Deible and similar soils—90 percent

Minor components—10 percent

Freeburg—more sloping edges of units

Typical Profile

Ap—0 to 10 inches; silt loam

E—10 to 15 inches; silt loam

Btg1—15 to 37 inches; silty clay

2Btg2—37 to 80 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Poorly drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: High (6 to 9 percent)

Flooding: None

Water table: 0 to 12 inches

74675—Horsecreek silt loam, 2 to 5

percent slopes

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Horsecreek and similar soils—90 percent

Minor components—10 percent

Freeburg—less sloping areas

Horsecreek—eroded areas

Typical Profile

A—0 to 9 inches; silt loam

Bt—9 to 60 inches; silt loam and silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: None

Water table: None
46 Soil Survey

74676—Urban land-Freeburg complex,

2 to 5 percent slopes

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Urban land—50 percent

Freeburg and similar soils—40 percent

Minor components—10 percent

Deible—depressional areas

Horsecreek—convex areas

Typical Profile

Ap—0 to 8 inches; silt loam

E—8 to 18 inches; silt loam

Bt—18 to 37 inches; silty clay loam

Btg—37 to 65 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock:; Urban land—no data;

Freeburg—very deep (more than 60 inches)

Drainage class: Urban land—no data;

Freeburg—somewhat poorly drained

Available water capacity: Urban land—no data;

Freeburg—high (9 to 12 inches)

Organic matter content: Urban land—no data;

Freeburg—moderately low (1 to 2 percent)

Shrink-swell potential: Urban land—no data;

Freeburg—moderate (3 to 6 percent)

Flooding: None

Water table: Urban land—no data; Freeburg—12 to 30

inches

75375—Horsecreek silt loam, 0 to 2

percent slopes, occasionally flooded

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Horsecreek and similar soils—88 percent

Minor components—12 percent

Moniteau—depressional areas

Sturkie—lower areas

Typical Profile

Ap—0 to 9 inches; silt loam

A—9 to 19 inches; silt loam

Bt—19 to 60 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Occasional (5 to 50 percent chance in any

year)

Water table: None

75385—Gabriel silt loam, 0 to 2 percent

slopes, occasionally flooded

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Gabriel and similar soils—90 percent

Minor components—10 percent

Freeburg—more sloping edges of units

Horsecreek—convex areas

Moniteau—similar landforms

Typical Profile

A—0 to 14 inches; silt loam

Btg1—14 to 29 inches; silty clay loam

Btg2—29 to 80 inches; silty clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Poorly drained

Available water capacity: High (9 to 12 inches)
Jefferson County, Missouri 47

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: Occasional (5 to 50 percent chance in any

year)

Water table: 12 to 30 inches

75390—Razort silt loam, 0 to 3 percent

slopes, rarely flooded

Setting

Landform: Stream terrace

Parent material: Fine-loamy alluvium over gravelly

alluvium

Composition

Razort and similar soils—85 percent

Minor components—15 percent

Bloomsdale—adjacent to creek channels

Freeburg—depressional areas

Gladden—adjacent to creek channels

Typical Profile

Ap—0 to 7 inches; silt loam

Bt1—7 to 34 inches; silt loam

2Bt2—34 to 80 inches; gravelly loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Rare (1 to 5 percent chance in any year)

Water table: None

75398—Kaintuck fine sandy loam, 0 to 3

percent slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Coarse-loamy alluvium

Composition

Kaintuck and similar soils—85 percent

Minor components—15 percent

Haymond—similar landforms

Typical Profile

Ap—0 to 6 inches; fine sandy loam

C—6 to 80 inches; stratified fine sand, loamy fine

sand, fine sandy loam, loam, or silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Low (0.5 to 1 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: None

75450—Bloomsdale silt loam, 0 to 3

percent slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Gravelly alluvium

Composition

Bloomsdale and similar soils—85 percent

Minor components—15 percent

Gladden—similar landforms

Haymond—similar landforms

Razort—slightly higher areas

Typical Profile

A—0 to 20 inches; silt loam

2Bw—20 to 32 inches; stratified very gravelly coarse

sandy loam, very gravelly loam, or very gravelly

clay loam

3Bt—32 to 80 inches; extremely gravelly clay loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained
48 Soil Survey

Available water capacity: Low (3 to 6 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Moderate (3 to 6 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: None

75452—Gladden fine sandy loam, 0 to 3

percent slopes, frequently flooded

Setting

Landform: Flood plain

Parent material: Loamy alluvium over gravelly

alluvium

Composition

Gladden and similar soils—90 percent

Minor components—10 percent

Kaintuck—similar landforms

Perche—depressional areas

Razort—slightly higher areas

Typical Profile

A—0 to 7 inches; fine sandy loam

Bw—7 to 40 inches; sandy loam

2C—40 to 80 inches; stratified extremely gravelly

coarse sand, extremely gravelly sandy loam, or

very gravelly loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: Moderate (6 to 9 inches)

Organic matter content: Moderately low (1 to 2

percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Frequent (more than a 50 percent chance in

any year)

Water table: None

75453—Sturkie silt loam, 0 to 2 percent

slopes, occasionally flooded

Setting

Landform: Stream terrace

Parent material: Fine-silty alluvium

Composition

Sturkie and similar soils—90 percent

Minor components—10 percent

Haymond—adjacent to river channels

Horsecreek—higher convex areas

Typical Profile

Ap—0 to 8 inches; silt loam

A—8 to 28 inches; silt loam

Bw—28 to 80 inches; silt loam

Soil Properties and Qualities

Depth to bedrock: Very deep (more than 60 inches)

Drainage class: Well drained

Available water capacity: High (9 to 12 inches)

Organic matter content: Moderate (2 to 4 percent)

Shrink-swell potential: Low (0 to 3 percent)

Flooding: Occasional (5 to 50 percent chance in any

year)

Water table: None

75454—Urban land-Razort complex, 1 to 3

percent slopes, rarely flooded

Setting

Landform: Stream terrace

Parent material: Urban land—no data; Razort—fineloamy alluvium over gravelly alluvium

Composition

Urban land—60 percent

Razort and similar soils—30 percent

Minor components—10 percent

Bloomsdale—adjacent to creek channels

Freeburg—undisturbed depressional areas

Gladden—adjacent to creek channels
Jefferson County, Missouri 49

Typical Profile

Razort

Ap—0 to 7 inches; silt loam

Bt1—7 to 34 inches; silt loam

2Bt2—34 to 80 inches; gravelly loam

Soil Properties and Qualities

Depth to bedrock: Urban land—no data;

Razort—very deep (more than 60 inches)

Drainage class: Urban land—no data; Razort—well

drained

Available water capacity: Urban land—no data;

Razort—moderate (6 to 9 inches)

Organic matter content: Urban land—no data;

Razort—moderately low (1 to 2 percent)

Shrink-swell potential: Urban land—no data;

Razort—low (0 to 3 percent)

Flooding: Rare (1 to 5 percent chance in any year)

Water table: None

99000—Pits, quarries

Setting

Landform: None assigned

Parent material: No data

Composition

Pits, quarries—95 percent

Minor components—5 percent

Processed/stockpiled stone

99001—Water

Setting

Landform: None assigned

Parent material: No data

Composition

Water—100 percent

Minor components—0 percent

99003—Miscellaneous water

Setting

Landform: None assigned

Parent material: No data

Composition

Waste stabilization lagoons—100 percent

Minor components—0 percent

99005—Landfills

Setting

Landform: None assigned

Parent material: No data

Composition

Landfill pits—85 percent

Reshaped and seeded soils—10 percent

Minor components—5 percent

Udorthents

99009—Udorthents-Pits complex

Setting

Landform: Udorthents—stream terrace; Pits—none

assigned

Parent material: No data

Composition

Udorthents—65 percent

Pits—25 percent

Reshaped and seeded soils—10 percent

Minor components—0 percent
50 Soil Survey

Table 4.--Acreage and Proportionate Extent of the Soils

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

 | | | _______________________________________________________________________________________________________

 | | |

 | | |

60003 |Menfro silt loam, 8 to 15 percent slopes, eroded-------------------------| 4,413 | 1.0

60024 |Menfro silt loam, 3 to 8 percent slopes, eroded--------------------------| 2,200 | 0.5

60025 |Urban land-Harvester complex, 3 to 8 percent slopes----------------------| 3,212 | 0.8

60037 |Wrengart silt loam, 8 to 15 percent slopes-------------------------------| 12,922 | 3.0

60038 |Pevely-Holstein complex, 8 to 30 percent slopes--------------------------| 7,749 | 1.8

60039 |Pevely silt loam, 3 to 15 percent slopes---------------------------------| 1,139 | 0.3

60040 |Pevely loam, 15 to 40 percent slopes-------------------------------------| 4,769 | 1.1

60041 |Brussels-Rock outcrop complex, 35 to 90 percent slopes, extremely stony--| 2,137 | 0.5

60042 |Menfro silt loam, 15 to 30 percent slopes--------------------------------| 3,987 | 0.9

60043 |Menfro silt loam, 30 to 50 percent slopes--------------------------------| 3,581 | 0.8

60044 |Minnith silt loam, 3 to 8 percent slopes, eroded-------------------------| 5,276 | 1.2

60045 |Minnith silt loam, 8 to 15 percent slopes, eroded------------------------| 6,412 | 1.5

60046 |Minnith silt loam, 15 to 30 percent slopes-------------------------------| 1,185 | 0.3

60047 |Urban land-Harvester complex, 8 to 15 percent slopes---------------------| 1,203 | 0.3

60048 |Weingarten silt loam, 15 to 50 percent slopes----------------------------| 6,813 | 1.6

60049 |Urban land-Horsecreek complex, 2 to 5 percent slopes---------------------| 198 | *

60050 |Urban land-Deible complex, 0 to 3 percent slopes-------------------------| 382 | *

64007 |Freeburg silt loam, 0 to 2 percent slopes, occasionally flooded----------| 3,615 | 0.9

64008 |Freeburg silt loam, 2 to 5 percent slopes--------------------------------| 3,317 | 0.8

64009 |Freeburg silt loam, 5 to 9 percent slopes--------------------------------| 1,794 | 0.4

66000 |Moniteau silt loam, 0 to 2 percent slopes, occasionally flooded----------| 3,517 | 0.8

66014 |Haymond silt loam, 0 to 3 percent slopes, frequently flooded-------------| 8,140 | 1.9

66020 |Haynie silt loam, 0 to 2 percent slopes, frequently flooded--------------| 1,847 | 0.4

66024 |Wilbur silt loam, 0 to 2 percent slopes, frequently flooded--------------| 3,572 | 0.8

66050 |Tice silty clay loam, 0 to 2 percent slopes, frequently flooded----------| 1,158 | 0.3

66051 |Perche silt loam, 0 to 2 percent slopes, occasionally flooded------------| 927 | 0.2

66052 |Waldron silty clay loam, 0 to 2 percent slopes, frequently flooded-------| 830 | 0.2

66053 |Fishpot-Urban land complex, 0 to 3 percent slopes------------------------| 1,452 | 0.3

73046 |Wrengart silt loam, 3 to 8 percent slopes, eroded------------------------| 17,688 | 4.2

73090 |Useful silt loam, 3 to 8 percent slopes----------------------------------| 14,300 | 3.4

73200 |Sonsac gravelly silt loam, 3 to 15 percent slopes, very stony------------| 2,718 | 0.6

73201 |Sonsac gravelly silt loam, 15 to 40 percent slopes, very stony-----------| 81,830 | 19.2

73202 |Rueter gravelly silt loam, 3 to 15 percent slopes, very stony------------| 5,238 | 1.2

73203 |Rueter-Sonsac complex, 15 to 55 percent slopes, extremely stony----------| 8,171 | 1.9

73204 |Ramsey-Rock outcrop complex, 8 to 50 percent slopes----------------------| 1,227 | 0.3

73205 |Useful silt loam, 8 to 15 percent slopes---------------------------------| 15,805 | 3.7

73206 |Useful silt loam, 15 to 40 percent slopes--------------------------------| 31,681 | 7.4

73207 |Caneyville silt loam, 3 to 8 percent slopes------------------------------| 1,844 | 0.4

73208 |Caneyville silt loam, 8 to 15 percent slopes-----------------------------| 2,324 | 0.5

73209 |Caneyville silt loam, 15 to 30 percent slopes----------------------------| 24,362 | 5.7

73210 |Goss very cobbly silt loam, 15 to 50 percent slopes, extremely stony-----| 16,189 | 3.8

73211 |Gasconade-Rock outcrop complex, 3 to 15 percent slopes, rubbly-----------| 1,190 | 0.3

73212 |Gasconade-Rock outcrop complex, 15 to 50 percent slopes, rubbly----------| 13,749 | 3.2

73213 |Moko-Rock outcrop complex, 3 to 15 percent slopes, extremely stony-------| 821 | 0.2

73214 |Moko-Rock outcrop complex, 15 to 50 percent slopes, extremely stony------| 26,081 | 6.1

73215 |Crider silt loam, 3 to 8 percent slopes----------------------------------| 2,092 | 0.5

73216 |Crider silt loam, 8 to 15 percent slopes---------------------------------| 1,271 | 0.3

73217 |Useful-Sonsac complex, 15 to 50 percent slopes, very stony---------------| 2,561 | 0.6

73218 |Tiff gravelly clay, 1 to 20 percent slopes, very rocky-------------------| 857 | 0.2

73219 |Rueter gravelly silt loam, 15 to 55 percent slopes, extremely stony------| 10,043 | 2.4

74644 |Deible silt loam, 1 to 3 percent slopes----------------------------------| 1,267 | 0.3

74675 |Horsecreek silt loam, 2 to 5 percent slopes------------------------------| 1,429 | 0.3

74676 |Urban land-Freeburg complex, 2 to 5 percent slopes-----------------------| 807 | 0.2

75375 |Horsecreek silt loam, 0 to 2 percent slopes, occasionally flooded--------| 4,583 | 1.1

75385 |Gabriel silt loam, 0 to 2 percent slopes, occasionally flooded-----------| 1,044 | 0.2

75390 |Razort silt loam, 0 to 3 percent slopes, rarely flooded------------------| 6,872 | 1.6

75398 |Kaintuck fine sandy loam, 0 to 3 percent slopes, frequently flooded------| 4,692 | 1.1

75450 |Bloomsdale silt loam, 0 to 3 percent slopes, frequently flooded----------| 12,783 | 3.0

75452 |Gladden fine sandy loam, 0 to 3 percent slopes, frequently flooded-------| 4,337 | 1.0

 | | |

 See footnote at end of table.
Jefferson County, Missouri 51

Table 4.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

 | | | _______________________________________________________________________________________________________

 | | |

 | | |

75453 |Sturkie silt loam, 0 to 2 percent slopes, occasionally flooded-----------| 2,533 | 0.6

75454 |Urban land-Razort complex, 1 to 3 percent slopes, rarely flooded---------| 927 | 0.2

99000 |Pits, quarries-----------------------------------------------------------| 1,468 | 0.3

99001 |Water--------------------------------------------------------------------| 2,176 | 0.5

99003 |Miscellaneous water------------------------------------------------------| 163 | *

99005 |Landfills----------------------------------------------------------------| 106 | *

99009 |Udorthents-Pits complex--------------------------------------------------| 304 | *

 | |------------|--------

 | Total---------------------------------------------------------------| 425,280 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.

53

Prime farmland is one of several kinds of

important farmland defined by the U.S. Department of

Agriculture. It is of major importance in meeting the

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

fiber. Because the supply of high-quality farmland is

limited, the U.S. Department of Agriculture

recognizes that responsible levels of government, as

well as individuals, should encourage and facilitate

the wise use of our Nation’s prime farmland.

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

of Agriculture, is land that has the best combination

of physical and chemical characteristics for

producing food, feed, forage, fiber, and oilseed crops

and is available for these uses. It could be cultivated

land, pastureland, forestland, or other land, but it is

not urban or built-up land or water areas. The soil

qualities, growing season, and moisture supply are

those needed for the soil to economically produce

sustained high yields of crops when proper

management, including water management, and

acceptable farming methods are applied. In general,

prime farmland has an adequate and dependable

supply of moisture from precipitation or irrigation, a

favorable temperature and growing season,

acceptable acidity or alkalinity, an acceptable salt

and sodium content, and few or no rocks. It is

permeable to water and air. It is not excessively

erodible or saturated with water for long periods, and

it either is not frequently flooded during the growing

season or is protected from flooding. The slope

ranges mainly from 0 to 6 percent. More detailed

information about the criteria for prime farmland is

available at the local office of the Natural Resources

Conservation Service.

About 66,463 acres in the survey area, or nearly

16 percent of the total acreage, meets the soil

requirements for prime farmland. This land is mainly

on the flood plains and broad uplands of soil

associations 3, 4, 5, and 6, which are described

under the heading “General Soil Map Units.” Most of

the prime farmland is used for hayland and cultivated

crops. The main crops grown on this land are fescue,

clover, corn, and wheat.

A recent trend in land use in some parts of the

survey area has been the loss of some prime

farmland to industrial and urban uses. The loss of

prime farmland to other uses puts pressure on

marginal lands, which generally are more erodible,

droughty, and less productive and cannot be easily

cultivated.

The map units in the survey area that are

considered prime farmland are listed below. This list

does not constitute a recommendation for a particular

land use. On some soils included in the list,

measures that overcome a hazard or limitation, such

as flooding, wetness, and droughtiness, are needed.

Onsite evaluation is needed to determine whether or

not the hazard or limitation has been overcome by

corrective measures. The extent of each listed map

unit is shown in table 4. The location is shown on the

detailed soil maps at the back of this publication. The

soil qualities that affect use and management are

described under the heading “Detailed Soil Map

Units.”

Some soils that have a seasonal high water table

and all soils that are frequently flooded during the

growing season qualify as prime farmland only in

areas where these limitations have been overcome

by drainage measures or flood control. The need for

these measures is indicated after the map unit name

below. Onsite evaluation is needed to determine

whether or not these limitations have been overcome

by corrective measures.

The soils identified as prime farmland in Jefferson

County are:

64007 Freeburg silt loam, 0 to 2 percent slopes,

occasionally flooded

64008 Freeburg silt loam, 2 to 5 percent slopes

66000 Moniteau silt loam, 0 to 2 percent slopes,

occasionally flooded (where drained)

66014 Haymond silt loam, 0 to 3 percent slopes,

frequently flooded (where protected from

flooding or not frequently flooded during the

growing season)

66020 Haynie silt loam, 0 to 2 percent slopes,

frequently flooded (where protected from

flooding or not frequently flooded during the

growing season)

Prime Farmland
54

66024 Wilbur silt loam, 0 to 2 percent slopes,

frequently flooded (where protected from

flooding or not frequently flooded during the

growing season)

66050 Tice silty clay loam, 0 to 2 percent slopes,

frequently flooded (where protected from

flooding or not frequently flooded during the

growing season)

66051 Perche silt loam, 0 to 2 percent slopes,

occasionally flooded

66052 Waldron silty clay loam, 0 to 2 percent

slopes, frequently flooded (where drained and

either protected from flooding or not

frequently flooded during the growing season)

74644 Deible silt loam, 1 to 3 percent slopes (where

drained)

74675 Horsecreek silt loam, 2 to 5 percent slopes

75375 Horsecreek silt loam, 0 to 2 percent slopes,

occasionally flooded

75385 Gabriel silt loam, 0 to 2 percent slopes,

occasionally flooded (where drained)

75390 Razort silt loam, 0 to 3 percent slopes, rarely

flooded

75398 Kaintuck fine sandy loam, 0 to 3 percent

slopes, frequently flooded (where protected

from flooding or not frequently flooded during

the growing season)

75450 Bloomsdale silt loam, 0 to 3 percent slopes,

frequently flooded (where protected from

flooding or not frequently flooded during the

growing season)

75452 Gladden fine sandy loam, 0 to 3 percent

slopes, frequently flooded (where protected

from flooding or not frequently flooded during

the growing season)

75453 Sturkie silt loam, 0 to 2 percent slopes,

occasionally flooded
55

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 for predicting soil

behavior.

Information in this section can be used to plan the

use and management of soils for crops and pasture;

as rangeland and woodland; as sites for buildings,

sanitary facilities, highways and other transportation

systems, and parks and other recreational facilities;

and for 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 that is in

harmony with nature.

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 or not limited by all of the soil features that

affect a specified use. Terms for the limitation classes

are not limited, slightly limited, moderately limited,

limited, and very limited.

Numerical Ratings

Numerical ratings in the tables indicate the

severity of individual limitations. They also indicate

the overall degree to which a soil is limited or not

limited for a specific use. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

In tables that use limitation class terms, such as

very limited or limited, etc., limitation ratings, and

numerical ratings are shown for each soil feature

listed. As many as three soil features may be listed

for each soil component if applicable. The overall

limitation rating for the soil component is based on

the most severe limitation.

Crops and Pasture

General management needed for crops and

pasture is suggested in this section. The crops or

pasture plants best suited to the soils, including

some not commonly grown in the survey area, are

identified; the system of land capability classification

used by the Natural Resources Conservation Service

Use and Management of the Soils
56 Soil Survey

is explained; and the estimated yields of the main

crops and hay and pasture plants are listed for each

soil.

Planners of management systems for individual

fields or farms should consider the detailed

information given in the description of each soil under

the heading “Detailed Soil Map Units.” Specific

information can be obtained from the local office of

the Natural Resources Conservation Service or the

Cooperative Extension Service.

According to Missouri Department of Agriculture,

approximately 31,874 acres in Jefferson County was

used as cropland in 1997 and an estimated 107,050

acres was used as pasture and hayland (Missouri

Department of Agriculture, 1999).

Field crops, though not extensive, are very

significant in Jefferson County. In 1997, corn was

planted on about 4,037 acres, soybeans on 6,357

acres, grain sorghum on 404 acres, and wheat on

2,235 acres. Oats, barley, and rye were grown on

small acreages (Missouri Department of Agriculture,

1999).

Most of the corn and soybeans are grown on the

flood plains in the county (fig. 7). Many areas of the

more droughty soils, primarily in the uplands, are

used for grain sorghum, wheat, grass, or grasslegume pasture and hay.

The potential for increased crop production in

Jefferson County is good. Production can be

increased by use of the latest agricultural technology

Figure 7.—Corn stubble in an area of Freeburg silt loam, 0 to 2 percent slopes, occasionally flooded.

INSERT ILLUS. 7 (42 x 36 picas)
Jefferson County, Missouri 57

on all cropland in the county. This survey can

facilitate the application of such technology. About

66,463 acres in the county is prime farmland that

generally is suitable for intensive cultivation. Trees

have been cleared from most of this acreage.

Cropland erosion. Soil erosion is the major

hazard on nearly all sloping cropland and overgrazed

pastureland in Jefferson County. All soils with slopes

greater than 2 percent are susceptible to damage

from erosion.

Soil erosion leads to the loss of the surface layer,

which reduces productivity. Erosion is especially

damaging on soils that have a clayey subsoil, which

then becomes mixed with the plow layer. Good

seedbed preparation and germination rates become

increasingly difficult to achieve. Useful soils are

commonly tilled, are erodible, and have a clayey

subsoil. Erosion also reduces the productivity of soils

that have rooting depths that are restricted by fragic

layers or bedrock, such as Wrengart, Useful, and

Caneyville soils, by effectively decreasing the

volume of soil available to supply water and

nutrients.

Soil erosion on farmland and urban development

areas results in sediment entering streams, lakes,

ponds, and road ditches. Controlling erosion

minimizes sediment pollution, thereby improving the

quality of water for recreation, wildlife, and municipal

uses. It also prolongs the useful life of ponds, lakes,

and roadside ditches by preventing sediment from

filling them.

Erosion-control practices. Erosion-control

practices provide protective surface cover, reduce

runoff, and increase infiltration. A cropping system

that keeps vegetative cover or residue on the soil

surface can hold erosion losses to amounts that will

not reduce the productive capacity of the soil.

Growing grasses and legumes for pasture and hay is

very effective in controlling erosion. Including

grasses and legumes in the crop rotation improves

tilth, and the legumes provide nitrogen for the

following crop.

Significant reductions in soil loss can be

accomplished by basic management techniques.

Farming on the contour reduces soil loss by as much

as 50 percent. Conservation tillage is a management

practice in which the amount of tillage is reduced or

changed so that at least 30 percent of the soil

surface is covered with residue after the crop is

planted. The residue controls erosion by reducing the

impact of raindrops, which can dislodge unprotected

topsoil. Also, runoff is reduced, and soil particles are

not as likely to be removed from the field. This

system becomes more effective with increasing

amounts of residue on the soil surface. All of the

upland soils that are commonly used for row crops

are well suited to conservation tillage. No-till farming

is a practice that eliminates tillage operations entirely

and leaves nearly the entire crop residue on the soil

surface. Some farmers in the county are finding this

to be a cornerstone of their conservation efforts.

Other benefits of no-till farming include less

expenditure for equipment, less soil compaction, time

savings at planting, conservation of soil moisture,

and fuel savings.

The large amounts of residue left as a result of notill farming also shield the soil from sunshine, which

slows evaporation. This is an asset in the summer

during droughty periods, but tends to delay warming

and drying of the soil in the spring. Therefore, no-till

farming is best suited to deep or very deep,

moderately well drained or well drained soils that are

not frequently flooded, which include Horsecreek,

Menfro, Minnith, Razort, Sturkie, Useful, and

Wrengart soils (fig. 8).

Contour stripcropping reduces erosion by

maintenance of contoured strips of permanent

vegetation. Such grass or legume strips are usually

used for hay. The areas between the strips are

cultivated, and row crops are planted on the contour.

The grass or legume strips minimize erosion and

help filter the sediment from runoff that would

otherwise leave the field.

Terraces reduce the length of slopes and reduce

runoff and erosion. Broad-base terraces are most

practical on uneroded upland soils that have smooth

slopes less than 8 percent. Construction of grassed

backslope or narrow-base terraces reduces the

steepness of the slope because construction cuts are

made from the downslope side. Construction of

broad-base terraces actually increases the slope and

makes additional erosion control practices crucial.

On the Useful and Caneyville soils, topsoiling may be

required in areas where terracing exposes the clayey

subsoil. Wrengart soils have similar intensive

management needs because of a dense layer in the

subsoil.

Grade stabilization structures are small water

bodies that cover up gullied areas and prevent further

uphill encroachment. These structures provide a

stable place into which tile terrace outlets or grassed

waterways can empty runoff from terraced fields.

Soil wetness. Wetness is a management concern

in the county. Deible, Gabriel, and Moniteau soils are

naturally so wet that planting or harvesting is delayed

or crop production is reduced in most years. Land

grading or surface drainage may be needed to some

extent on these soils.
58 Soil Survey

In the past, drainage of wetland areas was

unregulated and, therefore, occurred at the discretion

of individual landowners. In recent years, however,

legislation has been enacted recognizing the

importance of wetlands to the total environment. The

effect of these laws is to protect most existing

wetlands from further degradation and to encourage

redevelopment of areas that were formerly wetlands.

Before altering any area that might be considered a

wetland, the Natural Resources Conservation

Service should be contacted in order to ensure

compliance with existing laws.

Flooding is a hazard on the Bloomsdale, Freeburg,

Gabriel, Gladden, Haymond, Haynie, Horsecreek,

Kaintuck, Moniteau, Sturkie, Tice, Waldron, and

Wilbur soils. Flooding is most common during the

period from November to May.

Soil fertility. Soil fertility is naturally low in most

of the eroded and shallow soils in the survey area.

However, all of the soils need additional plant

Figure 8.—No-till corn in an area of Horsecreek silt loam, 0 to 2 percent slopes.
Jefferson County, Missouri 59

nutrients for maximum production. Most of the soils,

with the exception of Haynie, Tice, and Waldron, are

naturally acid in the upper part of the rooting zone

and require applications of lime to raise the pH and

calcium levels sufficiently for optimum growth of

legumes. Additions of lime and fertilizer should be

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

crop, and on the production level desired. The

Cooperative Extension Service can help in

determining these values. Soil samples can be

organized using the soil survey to identify contrasting

soil types.

Soil tilth. Soil tilth affects seedbed preparation,

seed germination, and water infiltration. Soils that

have good tilth are granular and porous. Regular

additions of organic matter help to maintain good tilth.

Most of the cultivated soils in the county have a

surface layer of silt loam. If these soils are frequently

cultivated, soil structure becomes weak and intense

rainfall can cause the formation of a crust on the

surface. The crust is hard when dry, thereby reducing

water infiltration and increasing runoff. Returning crop

residue to the soil or regularly adding other organic

material improves fertility, minimizes crusting, and

increases the rate of water infiltration.

The bearing weight of machinery as it travels over

the soil surface tends to compact the soil if it is moist

or wet. This compaction reduces infiltration of water

into the soil and makes the resulting seedbed less

favorable for root penetration. Operation of machinery

when soil moisture is optimum will reduce the effects

of compaction. Periodic deep tillage can improve

existing compacted areas.

Fall cultivation of the more sloping soils in the

uplands results in excessive soil losses. Such losses

can be catastrophic when intense spring rains follow

partial thawing of the bare, frozen surface layer.

Pasture and Hayland

A combination of different kinds of grasses and

legumes is necessary to obtain maximum forage

production for the climate in Jefferson County. Cool

temperatures in the spring and fall are favorable for

the production of cool-season grasses. The hot

summer months are more favorable for production of

warm-season grasses. Many of the soils of the

survey area are suited to both kinds of grasses, and

some of the soils are suited to legumes. A

management system that includes cool-season

grasses, warm-season grasses, and legumes takes

advantage of the entire growing season for forage

production.

Cool-season grasses. The cool-season grass

most commonly grown in Jefferson County is tall

fescue. Orchardgrass, timothy, smooth bromegrass,

reed canarygrass, and Kentucky bluegrass are grown

on limited acreages. All of these grasses are

commonly grown on upland soils, except for reed

canarygrass, which is planted primarily on wetter

bottomland sites. These cool-season grasses can

provide top production only when properly managed

(fig. 9). Rotational grazing systems help to keep

forages at an optimum height for highest production.

Supplemental fertilization and timely weed control are

also essential for top production.

Cool-season grasses grow vigorously when

temperatures are cool (between 50 and 85

degrees F). These grasses generally start growing in

late March and can be grazed by late April. Timothy

and bromegrass will not produce tillers unless a

seedhead is allowed to develop. Therefore,

overgrazing or haying too early in the growing season

will reduce total production of these forages.

Orchardgrass will regrow vigorously with or without

development of a seedhead, so the timing of grazing

or haying is less critical. Bluegrass is generally less

productive than the other cool-season grasses, but

can better withstand overgrazing and poor

management. Fescue can also withstand abuse and

severe site conditions, but endophyte-infested stands

are widespread and produce less than optimum

weight gains, especially during summer months.

Reestablishment of existing stands with endophytefree seed is an option some managers are selecting.

Careful grazing management and interseeding of

legumes can minimize the effects and reduce the

spread of the infestation. Poor palatability can also be

a problem with fescue stands. Reed canarygrass is

moderately palatable and is highly productive in

areas that would be too wet for other grasses or row

crops.

Because of increasing temperatures and day

length, cool-season grass production decreases

significantly by mid-June. As fall brings cooler

temperatures and shorter days, growth increases

accordingly. Production continues until the first killing

frost occurs, usually in late October. One exception

to this growth pattern is tall fescue, which continues

growth until sometime in December.

Warm-season grasses. Warm-season grasses

that are commonly grown in Jefferson County include

big bluestem, indiangrass, switchgrass, and little

bluestem. Gammagrass is grown on limited acreages

and requires high or very high available water

capacity. This soil survey is a useful tool for locating

sites that have such specific requirements.

Warm-season grasses were native to many areas

of the county before the arrival of early pioneers.
60 Soil Survey

These grasses were native because of their

adaptation to the soils and climate of the county.

Their suitability for the climate is vividly

demonstrated during the hot summer months of June,

July, and August. As their name implies, these

grasses peak in production when the temperature

reaches 90 degrees F. Growth slows when the

temperature falls below 70 degrees F. An important

advantage for summer forage production is that

warm-season grasses need only 40 percent as much

water as cool-season grasses to produce the same

amount of forage (fig. 10).

Strict management techniques are necessary for

optimum production and longevity. Rotational grazing

patterns must be used so these grasses can be

utilized when growing vigorously and to eliminate

overgrazing during dormant periods. Minimum

grazing height guidelines and prescribed burn plans

must be followed. Supplemental fertilizer needs for

warm-season grasses are small compared to coolseason grasses. Usually nitrogen is the only

supplement necessary for top production.

Legumes. Legumes are included in many forage

systems in Jefferson County. They improve overall

forage quality and quantity. When included with

grasses in a seeding mixture, legumes stimulate

growth of the grasses because of nitrogen fixation by

bacteria on the roots of the legumes.

Pure legume stands provide sources of high

protein forage. Some legumes, such as alfalfa and

Figure 9.—Hayland on Wrengart silt loam, 8 to 15 percent slopes.
Jefferson County, Missouri 61

ladino clover, can cause bloating if unrestricted

grazing is allowed; therefore, most pure legume

stands are used for hay. Alfalfa is the legume most

commonly used for hay production. Other legumes,

such as red clover, birdsfoot trefoil, and ladino clover,

are used in pasture mixes. Crown-vetch is used to

stabilize steep banks and critically eroding areas.

Use and management of legumes involves

selecting soils that are compatible with the growth

characteristics of the various plants. Most legumes

require well drained or moderately well drained very

deep soils with high or very high available water

capacity for healthy productive stands. Horsecreek,

Menfro, Minnith, Sturkie, and Wrengart soils have

Figure 10.—Warm-season grasses grow well in areas of Useful silt loam, 3 to 8 percent slopes.
62 Soil Survey

such characteristics. Some legumes, such as alsike

clover, will tolerate wetter soils. This soil survey can

help in fitting the most productive forages to

appropriate soils.

Legumes do not need supplemental nitrogen

because of the natural fixation that occurs in the root

system. When used for hay, legumes often require

large amounts of phosphorus and potassium. Heavy

applications of limestone are also needed for

optimum production on most soils.

Balanced management. Cool-season grasses,

warm-season grasses, and legumes have different

periods of the growing season when their production

peaks. Management plans that include all three kinds

of forage will make optimum use of the entire season.

Such a system with rotational grazing or haying of

these different crops can help to increase production

and profit while protecting the topsoil with permanent

cover.

Certain management practices are needed on all

soils in the survey area. Timely mowing or chemical

weed control reduces competition from undesirable

plants and encourages uniform grazing. Overgrazing

reduces production of grasses and legumes and

increases weed growth. Grazing when the soil is too

wet causes surface compaction, poor tilth, and

excessive runoff. Proper stocking rates, pasture

rotation, timely deferment of grazing, and restricted

use during wet periods help to keep the pasture and

soil in good condition.

Yields per Acre

The average yields per acre that can be expected

of the principal crops under a high level of

management are shown in table 5. 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, 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.

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.

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 include major and generally expensive

landforming that would change slope, depth, or other

characteristics of the soils, nor do they include

possible but unlikely major reclamation projects.

Capability classification is not a substitute for

interpretations designed to show suitability and

limitations of groups of soils for rangeland, for

forestland, or for engineering purposes.

In the capability system, soils are generally

grouped at three levels—capability class, subclass,

and unit.

Capability classes, the broadest groups, are

designated by the numbers 1 through 8. The numbers

indicate progressively greater limitations and

narrower choices for practical use. The classes are

defined as follows:

Class 1 soils have slight limitations that restrict

their use.

Class 2 soils have moderate limitations that

restrict the choice of plants or that require moderate

conservation practices.

Class 3 soils have severe limitations that restrict

the choice of plants or that require special

conservation practices, or both.

Class 4 soils have very severe limitations that

restrict the choice of plants or that require very

careful management, or both.

Class 5 soils are subject to little or no erosion but
Jefferson County, Missouri 63

have other limitations, impractical to remove, that

restrict their use mainly to pasture, rangeland,

forestland, or wildlife habitat.

Class 6 soils have severe limitations that make

them generally unsuitable for cultivation and that

restrict their use mainly to pasture, rangeland,

forestland, or wildlife habitat.

Class 7 soils have very severe limitations that

make them unsuitable for cultivation and that restrict

their use mainly to grazing, forestland, or wildlife

habitat.

Class 8 soils and miscellaneous areas have

limitations that preclude commercial plant production

and that restrict their use to recreational purposes,

wildlife habitat, watershed, or esthetic purposes.

Capability subclasses are soil groups within one

class. They are designated by adding a small letter,

e, w, s, or c, to the class numeral, for example, 2e.

The letter e shows that the main hazard is the risk of

erosion unless close-growing plant cover is

maintained; w shows that water in or on the soil

interferes with plant growth or cultivation (in some

soils the wetness can be partly corrected by artificial

drainage); s shows that the soil is limited mainly

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

in only some parts of the United States, shows that

the chief limitation is climate that is very cold or very

dry.

In class 1 there are no subclasses because the

soils of this class have few limitations. Class 5

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

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

erosion. They have other limitations that restrict their

use to pasture, rangeland, forestland, wildlife habitat,

or recreation.

The capability classification of map units in this

survey area is given in the section “Detailed Soil Map

Units” and in the yields table.

Pasture and Hayland Suitability Groups

The soils in Jefferson County are assigned to a

pasture and hayland group according to their

suitability for pasture management.

Many different pasture and hayland suitability

groups are in the survey area. Over time, the

combination of plants best suited to a particular soil

and climate has or will become dominant. Plant

communities are not static but vary slightly from year

to year and place to place.

The relationship between soils and vegetation was

ascertained during this survey. Thus, pasture and

hayland suitability groups generally can be

determined directly from the soil map. Soil properties

that affect moisture supply and plant nutrients have

the greatest influence on the productivity of each

plant species. Soil reaction, salt content, and a

seasonal high water table are also important. The

“Field Office Technical Guide,” which is available at

local offices of the Natural Resources Conservation

Service, can provide specific information about

pasture and hayland suitability groups.

Table 6 shows, for each soil, the assigned pasture

and hayland suitability group. Specific concerns and

recommendations for pasture and hayland

management for each group are discussed below.

Group WLB—Wet Loamy Bottom. A seasonal

high water table and flooding are the main

management problems. Plants should be selected

accordingly. A seedbed can be easily prepared. A

drainage system can improve the growth of deeprooted species. The hazard of flooding should be

considered when a grazing system is designed.

Group WCB—Wet Clayey Bottom. Wetness and

flooding are the main management problems. The

soils in this group are poorly suited to hay. The

hazard of flooding should be considered when a

grazing system is designed. Maintaining stands of

desirable species is difficult in depressional areas. A

drainage system can improve the growth of deeprooted species.

Group WLO—Wet Loamy Overflow. Wetness and

flooding are the main management problems. A

seedbed can be easily prepared. A drainage system

can improve the growth of deep-rooted species. The

hazard of flooding should be considered when a

grazing system is designed.

Group LyO—Loamy Overflow. Flooding is the

main management problem. The hazard of flooding

should be considered when a grazing system is

designed.

Group LyU—Loamy Upland. No serious problems

affect pasture and hayland management. Erosion is a

hazard in newly seeded areas. Timely seedbed

preparation is needed to ensure a good ground cover.

Group CyU—Clayey Upland. Pasture and hay

crops are effective in controlling erosion. Erosion

during seedbed preparation is the main problem.

Timely tillage and a quickly established ground cover

reduce the hazard of erosion. The forage species that

are tolerant of wetness grow best. The production of

deep-rooted legumes is limited because of wetness

and a restricted rooting depth.

Group GrU—Gravelly Upland. The soils in this

group generally are not suited to cultivated crops.

Droughtiness and erosion are the main management

problems. Seedbeds should be prepared on the

contour. Timely seedbed preparation helps to ensure

rapid plant growth and a protective ground cover.
64 Soil Survey

Group MDU—Moderately Deep Upland. Shallowrooted species that are tolerant of droughtiness

should be selected for planting. Erosion is a serious

hazard in newly seeded areas. Timely tillage and a

quickly established ground cover reduce the hazard

of erosion.

Group LyP—Loamy Pan. A few small areas of this

group are used for cultivated crops, and some areas

are wooded. A dense layer in the subsoil can restrict

the rooting depth and result in insufficient soil

moisture in dry years. Erosion during seedbed

preparation is a hazard. Seedbeds should be

prepared on the contour. Timely tillage and a quickly

established ground cover reduce the hazard of

erosion.

Group GrO—Gravelly Overflow. Most areas of

this group have been cleared of trees and are used

for pasture and hay. Proper stocking rates, pasture

rotation, timely deferment of grazing, and restricted

use during periods of flooding help to keep the

pasture in good condition.

Group ShU—Shallow Upland. Most areas of this

group are used for native pasture and are best suited

to shallow-rooted species. In some areas tillage is

nearly impossible. Broadcast seeding may be

necessary. The slope and rock outcrop can hinder

mowing in places.

Group GNS—Generally Not Suited. The soils in

this group generally are not suited to pasture and hay.

The suitability for forage species and the use of

equipment are limited by the slope, by a high content

of rock fragments, or by both of these.

Woodland Management and Productivity

Approximately 53 percent, or 223,450 acres, of

Jefferson County is forested according to 1997

Missouri Census of Agriculture. Upland woodland

tracts in the county range from small to medium (10

to 500 acres) in the north to large (1,000 plus acres)

in the south. Most wooded tracts are essentially

unmanaged (Geissman and others, 1986). In the

flood plains, forests are restricted to long, narrow

bands bordering streams and rivers.

Tree species and growth rates in the county vary,

depending on soil properties, site characteristics,

and past management.

Soil properties that affect the growth of trees

include reaction (pH), fertility, drainage, texture,

structure, and soil depth. The soil also serves as a

reservoir for moisture, provides an anchor for roots,

and supplies essential plant nutrients. Soils that do

not have extremes of these properties and have

effective rooting depths greater than 40 inches

provide the best growth conditions for wood

production.

Site characteristics that affect tree growth include

aspect and topographic position. These site

characteristics influence the amount of available

sunlight, air drainage, soil temperature, soil moisture,

and relative humidity. Generally, north and east

aspects and lower slope positions, which are cooler

and have better moisture conditions, are the best

upland sites for tree growth. The most productive

bottomland sites are generally deep, moderately well

drained, occasionally flooded soils.

Management activities can influence woodland

productivity and should be aimed at eliminating

factors causing tree stress. Generally, this involves

thinning overstocked young stands; harvesting old,

mature trees; and eliminating destructive fire and

grazing. Fire and grazing have very negative impacts

on forest growth and quality. While forest fires are no

longer a major problem in the county, some areas are

subject to grazing by livestock. Grazing destroys the

leaf layer on the surface, compacts the soil, and

eliminates or damages tree seedlings. Woodland

sites that are ungrazed and unburned have the

highest potential for optimum woodland production.

Caneyville, Goss, Holstein, Menfro, Pevely,

Rueter, Sonsac, Useful, and Weingarten soils are

associated with the largest acreages of upland

forests. Typical tree species associated with these

soils are white oak, northern red oak, black oak, and

post oak. Post oak, black oak, eastern red cedar,

shagbark hickory, and blackjack oak predominate on

the lesser productive Caneyville and Sonsac soils

located on steeply dissected, weathered dolostone

and limestone slopes of the county.

Along watercourses, Bloomsdale, Freeburg,

Gabriel, Gladden, Haymond, Haynie, Horsecreek,

Moniteau, Razort, Sturkie, Tice, and Waldron soils

support bottomland hardwoods adapted to seasonally

saturated or flooded soil conditions. Most of these

areas have been cleared for crop and forage

production. The uncleared wooded sites typically

contain silver maple, green ash, hackberry, American

elm, swamp white oak, sycamore, and pin oak. Bur

oak, shellbark hickory, and black walnut are common

along narrower stream bottoms and stream terraces

of the major streams. The potential for excellent

forest growth exists on these sites. Besides timber

production, streamside forests are crucial to the

protection and enhancement of the water resources

of Jefferson County. Used as a component of an

integrated management system, including nutrient

management and sediment and erosion control

practices, streamside forests can produce a number
Jefferson County, Missouri 65

of beneficial effects on the quality of land and water

resources (Welsch, 1991).

Special use tree plantings (Christmas trees, nut

trees, and fuelwood trees) utilizing adapted tree

species can be very successful. Christmas tree

plantings can be established on any soil that is not

poorly drained or very poorly drained. Species of

trees suited for Jefferson County are Scotch pine,

Austrian pine, white pine and Douglas fir. Nut trees,

such as black walnut and pecan, are best suited to

deep, loamy, moderately well drained to well drained

soils, such as Bloomsdale, Gladden, Horsecreek,

Razort, and Sturkie on the bottomlands. Other soils

are also suited, but may be less productive.

Forest Productivity and Management

The tables in this section can help forest owners

or managers plan the use of soils for wood crops.

Potential productivity of the soils for wood crops is

provided in table 7. Interpretative ratings are provided

for various aspects of forest management in tables

8a and 8b.

Forest Productivity

In table 7, the potential productivity of

merchantable or common trees on a soil is

expressed as a site index and as a volume number.

The site index is the average height, in feet, that

dominant and codominant trees of a given species

attain in a specified number of years. The site index

applies to fully stocked, even-aged, unmanaged

stands. Commonly grown trees are those that forest

managers generally favor in intermediate or

improvement cuttings. They are selected on the basis

of growth rate, quality, value, and marketability. More

detailed information regarding site index is available

in the “National Forestry Manual,” which is available

in local offices of the Natural Resources

Conservation Service or in electronic form (http://

nsscnt.nssc.nrcs.usda.gov/nfm/).

The volume of wood fiber, a number, is the yield

likely to be produced by the most important trees.

This number, expressed as cubic feet per acre per

year and calculated at the age of culmination of the

mean annual increment (CMAI), indicates the amount

of fiber produced in a fully stocked, even-aged,

unmanaged stand.

Trees to manage are those that are preferred for

planting, seeding, or natural regeneration and those

that remain in the stand after thinning or partial

harvest.

Forestland Management

In tables 8a and 8b, interpretative ratings are given

for various aspects of forest management. 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

the specified aspect of forest management. Not

limited indicates that the soil has features that are

very favorable for the specified aspect of

management. Good performance and very low

maintenance can be expected. Slightly limited

indicates that the soil has features that are favorable

for the specified aspect of management. The

limitations are minor and can be easily overcome.

Good performance and low maintenance can be

expected. Moderately limited indicates that the soil

has features that are moderately favorable for the

specified aspect of management. The limitations can

be overcome or minimized by special planning,

design, or installation. Fair performance and

moderate maintenance can be expected. Limited

indicates that the soil has one or more features that

are significant limitations for the specified aspect of

management. The limitations can be overcome, but

generally require special design, special planning,

soil reclamation, specialized equipment, or other

procedures that may result in additional expense. Fair

performance and moderate to high maintenance can

be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the

specified aspect of management. The limitations

generally cannot be overcome without major soil

reclamation, special design, specialized equipment,

or other expensive procedures. Poor performance,

unsafe conditions, or high maintenance can be

expected.

Numerical ratings in the tables indicate the

severity of individual limitations. The numerical

ratings are shown as decimal fractions ranging from

0.00 to 1.00. Limitation classes are assigned as

follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., and numerical ratings are shown for
66 Soil Survey

each soil feature listed. As many as three soil

features may be listed for each soil component if

applicable. The overall limitation class for the soil

component is based on the most severe limitation.

The paragraphs that follow indicate the soil

properties considered in rating the soils for forest

management factors. More detailed information about

the criteria used in the ratings is available in the

“National Forestry Manual,” which is available in local

offices of the Natural Resources Conservation

Service or in electronic form (http://

nsscnt.nssc.nrcs.usda.gov/nfm/).

Ratings in the column hand planting suitability are

based on slope, depth to a restrictive layer, content

of sand, plasticity index, rock fragments on or below

the surface, a water table, and ponding. Ratings

indicate the expected difficulty of hand planting,

which includes the proper placement of root systems

of tree seedlings to a depth of up to 12 inches, using

standard hand planting tools. It is assumed that

necessary site preparation is completed before

seedlings are planted.

Ratings in the column mechanical planting

suitability are based on slope, depth to a restrictive

layer, content of sand, plasticity index, rock

fragments on or below the surface, a water table, and

ponding. Ratings indicate the expected difficulty using

a mechanical planter, which includes proper

placement of root systems of tree seedlings to a

depth up to 12 inches. It is assumed that necessary

site preparation is completed before seedlings are

planted.

Ratings in the column harvest equipment

operability are based on slope, rock fragments on the

surface, plasticity index, content of sand, surface

texture, a water table, and ponding. Ratings indicate

the suitability for operating harvest equipment for offroad transport or harvest of logs and/or wood

products by ground-based wheeled or tracked

equipment.

Ratings in the column mechanical site preparation

(surface) are based on slope, depth to a restrictive

layer, plasticity index, rock fragments on or below the

surface, a water table, and ponding. The part of the

soil from the surface to a depth of about 12 inches is

considered in the ratings. Ratings indicate the

suitability of using surface-altering soil tillage

equipment to prepare the site for planting or seeding.

Ratings in the column road suitability (natural

surface) are based on slope, rock fragments on the

surface, plasticity index, content of sand, surface

texture, a water table, ponding, flooding, and the

hazard of soil slippage. The ratings indicate the

suitability for using the natural surface of the soil for

roads on which trucks transport logs and other wood

products from the site.

Ratings in the column potential erosion hazard

(road/trail) are based on the soil erodibility factor K,

slope, and content of rock fragments. The ratings

apply to unsurfaced roads and trails.

Ratings in the column potential erosion hazard

(off-road/off-trail) are based on slope and on soil

erodibility factor K. The soil loss is caused by sheet

or rill erosion in off-road or off-trail areas where 50 to

75 percent of the surface has been exposed by

logging, grazing, mining, or other kinds of

disturbance.

Ratings in the column soil rutting hazard are based

on a water table, rock fragments on or below the

surface, surface texture, depth to a restrictive layer,

and slope. Ratings indicate the hazard or risk of ruts

in the uppermost soil surface layers by operation of

forest equipment. Soil displacement and puddling

(soil deformation and compaction) may occur

simultaneously with rutting.

Ratings in the column log landing suitability are

based on slope, rock fragments on the surface,

plasticity index, content of sand, surface texture, a

water table, ponding, flooding, and the hazard of soil

slippage. Ratings indicate the suitability of the soil at

the forest site to serve as a log landing and allows

the efficient and effective use of equipment for the

temporary storage and handling of logs.

Ratings in the column potential seedling mortality

are based on flooding, ponding, a water table, content

of lime, reaction, salinity, available water capacity,

soil moisture regime, soil temperature regime,

aspect, and slope. Ratings indicate the impact of soil,

physiographic, and climatic conditions on the

survivability of newly established tree seedlings.

Windbreaks and Environmental Plantings

Living plants play an important role in supporting

our life and improving its condition. When properly

used and maintained, plants help to provide positive

solutions to many problems existing in our

contemporary environment. In Jefferson County,

windbreaks and environmental plantings can be

utilized throughout the landscape for a variety of

engineering, climatological, and aesthetic needs.

Windbreaks can be grown successively in most

areas of Jefferson County. Some important

considerations for managing farmstead and feedlot

windbreaks are design and layout; species selection;

site preparation; seedling handling; weed

management; irrigation; and protection from

diseases, insects, and livestock.
Jefferson County, Missouri 67

Windbreaks protect livestock, buildings, yards,

fruit trees, gardens, and cropland from wind and

snow; help to keep snow on fields; and provide food

and cover for wildlife. Field windbreaks are narrow

plantings made at right angles to the prevailing wind

and at specific intervals across the field. The interval

depends on the erodibility of the soil.

Environmental plantings help to beautify and

screen houses and other buildings and to abate

noise. The plants, mostly evergreen shrubs and

trees, are closely spaced. To ensure plant survival, a

healthy planting stock of suitable species should be

planted properly on a well prepared site and

maintained in good condition.

Table 9 shows the height that locally grown trees

and shrubs are expected to reach in 20 years on

various soils. The estimates in the table are based on

measurements and observation of established

plantings that have been given adequate care. They

can be used as a guide in planning windbreaks and

screens. Additional information on planning

windbreaks and screens and planting and caring for

trees and shrubs can be obtained from the local

office of the Natural Resources Conservation

Service or of the Cooperative Extension Service or

from a commercial nursery.

Recreational Development

The soils of the survey area are rated in table 10

according to limitations that affect their suitability for

recreational use. Soils are rated for camp areas,

picnic areas, playgrounds, and paths and trails.

The ratings in the table 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 ratings in the table 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 recreation 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. Slightly

limited indicates that the soil has features that are

favorable for the specified use. The limitations are

minor and can be easily overcome. Good

performance and low maintenance can be expected.

Moderately 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. Limited indicates that the soil has one or

more features that are significant limitations for the

specified use. The limitations can be overcome, but

generally require special design, soil reclamation, or

installation procedures that may result in additional

expense. Fair performance and moderate to high

maintenance can be expected. Very limited indicates

that the soil has one or more features that are

unfavorable for the specified use. The limitations

generally cannot be overcome without major soil

reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., limitation ratings, and numerical ratings

are shown for each soil feature listed. As many as

three soil features may be listed for each soil

component if applicable. The overall limitation rating

for the soil component is based on the most severe

limitation.

The information in table 10 can be supplemented

by other information in this survey, for example,

interpretations for building site development,

construction materials, sanitary facilities, and water

management.

Camp areas require site preparation, such as

shaping and leveling the tent and parking areas,

stabilizing roads and intensively used areas, and
68 Soil Survey

installing sanitary facilities and utility lines. Camp

areas are subject to heavy foot traffic and some

vehicular traffic. 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,

a water table, ponding, flooding, permeability, and

large stones. The soil properties that affect the

growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Picnic areas are subject to heavy foot traffic. Most

vehicular traffic is confined to access roads and

parking areas. The ratings are based on the soil

properties that affect the ease of developing picnic

areas and that influence trafficability and the growth

of vegetation after development. Slope and stoniness

are the main concerns affecting the development of

picnic areas. For good trafficability, the surface of

picnic areas should absorb rainfall readily, remain

firm under heavy foot traffic, and not be dusty when

dry. The soil properties that influence trafficability are

texture of the surface layer, a water table, ponding,

flooding, permeability, and large stones. The soil

properties that affect the growth of plants are depth

to bedrock or a cemented pan, permeability, and toxic

substances in the soil.

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, a water table, ponding,

flooding, permeability, and large stones. The soil

properties that affect the growth of plants are depth

to bedrock or a cemented pan, permeability, and toxic

substances in the soil.

Paths and trails for hiking and horseback riding

should require little or no cutting and filling. The

ratings are based on the soil properties that affect

trafficability and erodibility. These properties are

stoniness, a water table, ponding, flooding, slope,

and texture of the surface layer. The best soils are not

wet, are firm after rains, are not dusty when dry, and

are not subject to frequent flooding during the period

of use. They have moderate slopes and few or no

stones or boulders on the surface.

The information in the table can be supplemented

by other information in this survey, for example,

interpretations for septic tank absorption fields in

table 13 and interpretations for dwellings without

basements and for local roads and streets in table 12.

Wildlife Habitat

Jefferson County includes the transition between

the Ozark Highland, Ozark Border, and the Central

Mississippi River Wooded Slopes. As a result, the

county is blessed with a tremendous diversity of

habitat for fish and wildlife. A mix of row crops,

pastureland, and woodland is drained by sluggish

meandering transition streams and clear flowing

Ozarks streams. Steep forested uplands dissected

by temporary and permanent flowing Ozarks streams

dominate the landscape as you head southwest. This

combination of diverse landforms provides a rich

store of wildlife resources.

Several factors played a part in the makeup of the

wildlife habitat and population. Over time, the native

savanna plants have largely been replaced with

introduced cool-season grasses, predominantly tall

fescue. In the northern part of the county, urban

development and clearing of timber for pasture have

resulted in a fragmented forest.

 Historically, this area ranged from open savanna

(open woodland with grasses and forbs dominating

the understory) to dense forestland on the northern

slopes and river bottoms. Periodic fires maintained

the savannas and prairies. Native Americans and,

later, early settlers carried on the tradition of

seasonally burning the land to provide forage and

reduce the brushy understory.

Sites dominated by Gasconade, Moko, and

Ramsey soils usually have numerous rock outcrops

and are commonly referred to as glades (fig. 11).

Areas of these glades currently support xeric, prairielike flora that is not found in other habitats in the

county. Glades provide habitat for small populations

of the state-listed collard lizard. Other wildlife species

found in restored barrens are similar to that found in

edge habitat. To restore the grassland component of

the Gasconade, Moko, and Ramsey sites,

management generally includes the use of prescribed

fire and a reduction in the amount of cover. These

sites also offer the potential to grow marketable

eastern redcedar. An excellent example of this can be

viewed at Missouri Department of Conservation’s

Valley View Glades.

Wildlife adapted to the presettlement forest/
Jefferson County, Missouri 69

savanna region included black bear, elk, white-tailed

deer, raccoons, wolves, opossum, beaver, gray fox,

panther, bobcat, wild turkey, pileated woodpecker,

and an abundant bird community.

Today, wildlife in Jefferson County is abundant and

diverse. Deer and turkey are plentiful. Wildlife

species that benefit from “edge” (the area where

habitat types change), such as bobwhite quail,

cottontail rabbits, white-tailed deer, brown thrashers,

striped skunks, coyotes, red foxes, and doves, have

expanded their range. Observation and hunting of

these species is available at the Missouri

Department of Conservation’s Pacific Palisades area.

Bobwhite quail, wild turkey, cottontail rabbits, and

white-tailed deer have readily accepted agriculture.

Some of the best habitats are found where cropping,

timber, and livestock operations coexist. This

combination of crops, grassland, and woody

fencerow cover provides good habitat.

Streams across the county provide a rich aquatic

resource. A fish species list would include minnows

like the red-bellied dace, wide silver chub, largescale stone roller, redfin and rosyface shiners.

Darters, small members of the perch family, are

common in these Ozark Border streams. Most

Missouri catfish are present in the streams, including

Figure 11.—Sandstone glade on Ramsey-Rock outcrop complex, 8 to 50 percent slopes.
70 Soil Survey

flatheads and blue and channel catfish. Slender

madtoms, which are small, secretive, and seldom

seen catfish, are common in the Ozark Border

streams. Largemouth bass, smallmouth bass,

spotted bass, crappie, sauger, and walleye are all

found in the region’s streams and rivers.

The county has numerous farm ponds that provide

recreational fishing opportunity as well as wildlife

watering sources and habitat for reptiles and

amphibians. Many large impoundments provide

recreational opportunities and support populations of

largemouth bass, crappie, catfish, and others

(fig. 12).

Wetland habitat in the county is limited primarily to

shallow areas provided by large and small

impoundments, streams, oxbows, and sloughs along

streams. The Big, Meramec, and Mississippi Rivers

provide habitat for seasonal use by waterfowl for

resting and feeding. Wading birds and shorebirds take

advantage of shallow areas and mud flats created by

periodic fluctuations in water levels.

Soils affect the kind and amount of vegetation that

is available to wildlife as food and cover. They also

affect the construction of water impoundments. The

kind and abundance of wildlife depend largely on the

Figure 12.—One of many small development lakes used as a recreational area.
Jefferson County, Missouri 71

amount and distribution of food, cover, and water.

Wildlife habitat can be created or improved by

planting appropriate vegetation, by maintaining the

existing plant cover, or by promoting the natural

establishment of desirable plants.

In tables 11a and 11b, 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 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 the specified use. Not limited indicates that

the soil has features that are very favorable for the

specified use. Habitat is easily established,

improved, or maintained. Slightly limited indicates

that the soil has features that are favorable for the

specified use. The limitations are minor and can be

easily overcome. Habitat can be established,

improved, or maintained. Moderately limited indicates

that the soil has features that are moderately

favorable for the specified use. Habitat can be

established, improved, or maintained in most places.

Moderately intensive management is required for

satisfactory results. Limited indicates that the soil

has one or more features that are significant

limitations for the specified use. Habitat is difficult to

create, improve, or maintain in most places.

Management is difficult and must be very intensive.

Very limited indicates that the soil has one or more

features that are unfavorable for the specified use.

Habitat is usually impractical or impossible to create,

improve, or maintain. Management would be very

difficult and unsatisfactory results can be expected.

Numerical ratings in the tables indicate the

severity of individual limitations. The numerical

ratings are shown as decimal fractions ranging from

0.00 to 1.00. Limitation classes are assigned as

follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., and numerical ratings are shown for

each soil feature listed. As many as three soil

features may be listed for each soil component if

applicable. The overall limitation class for the soil

component is based on the most severe limitation.

The elements of wildlife habitat are described in

the following paragraphs.

Grain and seed crops are domestic grains and

seed-producing herbaceous plants. Soil properties

and features that affect the growth of grain and seed

crops are depth of the root zone, texture of the

surface layer, available water capacity, wetness,

slope, surface stoniness, and flooding. Soil

temperature and soil moisture are also

considerations. Selection should be made from a list

of locally adapted species.

Grasses and legumes are domestic perennial

grasses and herbaceous legumes. Soil properties

and features that affect the growth of grasses and

legumes are depth of the root zone, texture of the

surface layer, available water capacity, wetness,

surface stoniness, flooding, and slope. Soil

temperature and soil moisture are also

considerations. Selection should be made from a list

of locally adapted species.

Upland wild herbaceous plants are native or

naturally established grasses and forbs, including

weeds. Soil properties and features that affect the

growth of these plants are depth of the root zone,

texture of the surface layer, available water capacity,

wetness, surface stoniness, and flooding. Soil

temperature and soil moisture are also

considerations. Selection should be made from a list

of locally adapted species.

Upland shrubs and vines are bushy woody plants

that produce fruit, buds, twigs, bark, and foliage. Soil

properties and features that affect the growth of

shrubs and vines are depth of the root zone,

available water capacity, salinity, and soil moisture.

Selection should be made from a list of locally

adapted species.

Upland deciduous trees and woody understory

produce nuts or other fruit, buds, catkins, twigs,

bark, and foliage. Soil properties and features that

affect the growth of hardwood trees are depth of the

root zone, available water capacity, and wetness.

Selection should be made from a list of locally

adapted species.

Upland mixed deciduous-conifer trees and woody

understory produce nuts or other fruit, buds, catkins,

twigs, bark, browse, seeds and foliage. Soil
72 Soil Survey

properties and features that affect the growth of these

trees are depth of the root zone, available water

capacity, and wetness. Selection should be made

from a list of locally adapted species.

Riparian herbaceous plants are annual and

perennial native or naturally established grasses and

forbs that grow on moist or wet sites. Soil properties

and features affecting riparian herbaceous plants are

surface texture, wetness, flooding, ponding, and

surface stones. Selection should be made from a list

of locally adapted species.

Riparian shrubs, vines, and trees are bushy woody

plants and trees that grow on moist or wet sites. Soil

properties and features affecting these plants are

surface texture, wetness, flooding, ponding, and

surface stones. Selection should be made from a list

of locally adapted species.

Freshwater wetland plants are grasses, forbs, and

shrubs that are adapted to wet soil conditions. The

soils suitable for this habitat generally occur adjacent

to springs, seeps, depressions, bottomlands,

marshes, or backwater areas of flood plains. Most

areas are ponded for some period of time during the

year. Soil properties and features affecting these

plants are surface texture, wetness, ponding, and soil

reaction. Selection should be made from a list of

locally adapted species.

Irrigated freshwater wetland plants are grasses,

forbs, and shrubs that are adapted to wet soil

conditions. The soils suitable for this habitat generally

occur in areas of cropland, previously cropped areas,

and marginal areas associated with cropland and

wetlands. These areas may be ponded for some

period of time during the year. These areas are

generally suitable for restoring wetland features

temporarily or permanently. Soil properties and

features affecting these plants are surface texture,

permeability, wetness, ponding, and soil reaction.

Selection should be made from a list of locally

adapted species.

Engineering

This section provides information for planning land

uses related to urban development and to water

management. Soils are rated for various uses, and

the most limiting features are identified. Ratings are

given for building site development, sanitary facilities,

construction materials, water management, and

waste management. The ratings are based on

observed performance of the soils and on the

estimated data and test data in the “Soil Properties”

section.

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 within a

depth of 5 or 6 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 grainsize distribution, liquid limit, plasticity index, soil

reaction, depth to bedrock, hardness of bedrock

within 5 or 6 feet of the surface, soil wetness, depth

to a seasonal high water table, 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, shrinkswell potential, available water capacity, and other

behavioral characteristics affecting engineering uses.

This information can be used to evaluate the

potential of areas for residential, commercial,

industrial, and recreational uses; make preliminary

estimates of construction conditions; evaluate

alternative routes for roads, streets, highways,

pipelines, and underground cables; evaluate

alternative sites for sanitary landfills, septic tank

absorption fields, and sewage lagoons; plan detailed

onsite investigations of soils and geology; locate

potential sources of gravel, sand, earthfill, and

topsoil; plan drainage systems, irrigation systems,

ponds, terraces, and other structures for soil and

water conservation; and predict performance of

proposed small structures and pavements by

comparing the performance of existing similar

structures on the same or similar soils.

The information in the tables, along with the soil

maps, the soil descriptions, and other data provided

in this survey, can be used to make additional

interpretations.

Some of the terms used in this soil survey have a
Jefferson County, Missouri 73

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. Table 12 shows

the degree and kind of soil limitations that affect

dwellings with and without basements, small

commercial buildings, local roads and streets, and

lawns and landscaping.

The ratings in the table 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. Slightly

limited indicates that the soil has features that are

favorable for the specified use. The limitations are

minor and can be easily overcome. Good

performance and low maintenance can be expected.

Moderately 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. Limited indicates that the soil has one or

more features that are significant limitations for the

specified use. The limitations can be overcome, but

generally require special design, soil reclamation, or

installation procedures that may result in additional

expense. Fair performance and moderate to high

maintenance can be expected. Very limited indicates

that the soil has one or more features that are

unfavorable for the specified use. The limitations

generally cannot be overcome without major soil

reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., limitation ratings, and numerical ratings

are shown for each soil feature listed. As many as

three soil features may be listed for each soil

component if applicable. The overall limitation rating

for the soil component is based on the most severe

limitation.

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 a

water table, ponding, flooding, subsidence, linear

extensibility (shrink-swell potential), and

compressibility. Compressibility is inferred from the

Unified classification. The properties that affect the

ease and amount of excavation include a water table,

ponding, flooding, slope, depth to bedrock or a

cemented pan, hardness of bedrock or a cemented

pan, and the amount and size of rock fragments.

Small commercial buildings are structures that are

less than three stories high and do not have

basements. The foundation is assumed to consist of

spread footings of reinforced concrete built on

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

maximum frost penetration, whichever is deeper. The

ratings are based on the soil properties that affect the

capacity of the soil to support a load without

movement and on the properties that affect

excavation and construction costs. The properties

that affect the load-supporting capacity include a

water table, ponding, flooding, subsidence, linear

extensibility (shrink-swell potential), and

compressibility (which is inferred from the Unified

classification). The properties that affect the ease

and amount of excavation include flooding, a water

table, ponding, slope, depth to bedrock or a

cemented pan, hardness of bedrock or a cemented

pan, and the amount and size of rock fragments.

Local roads and streets have an all-weather

surface and carry automobile and light truck traffic all

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

a base of gravel, crushed rock, or soil material
74 Soil Survey

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, a water

table, ponding, flooding, the amount of large stones,

and slope. The properties that affect the trafficsupporting capacity are soil strength (as inferred

from the AASHTO group index number), subsidence,

linear extensibility (shrink-swell potential), the

potential for frost action, a water table, and ponding.

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; a water table; ponding;

depth to bedrock or a cemented pan; the available

water capacity in the upper 40 inches; the content of

salts, sodium, or calcium carbonate; and sulfidic

materials. The properties that affect trafficability are

flooding, a water table, ponding, slope, stoniness,

and the amount of sand, clay, or organic matter in the

surface layer.

Sanitary Facilities

The soils of the survey area are rated in table 13

according to limitations that affect their suitability for

sanitary facilities. Soils are rated for septic tank

absorption fields, sewage lagoons, sanitary landfills,

and daily cover for landfill.

The ratings in the table 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 sanitary facilities. 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. Slightly limited

indicates that the soil has features that are favorable

for the specified use. The limitations are minor and

can be easily overcome. Good performance and low

maintenance can be expected. Moderately 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. Limited

indicates that the soil has one or more features that

are significant limitations for the specified use. The

limitations can be overcome, but generally require

special design, soil reclamation, or installation

procedures that may result in additional expense. Fair

performance and moderate to high maintenance can

be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the

specified use. The limitations generally cannot be

overcome without major soil reclamation, special

design, or expensive installation procedures. Poor

performance and high maintenance can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., limitation ratings, and numerical ratings

are shown for each soil feature listed. As many as

three soil features may be listed for each soil

component if applicable. The overall limitation rating

for the soil component is based on the most severe

limitation.

Septic tank absorption fields are areas in which

effluent from a septic tank is distributed into the soil

through subsurface tiles or perforated pipe. Only that

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

evaluated. The ratings are based on the soil

properties that affect absorption of the effluent,

construction and maintenance of the system, and

public health. Permeability, a water table, ponding,

depth to bedrock or a cemented pan, and flooding

affect absorption of the effluent. Stones and boulders,

ice, and bedrock or a cemented pan interfere with

installation. Subsidence interferes with installation

and maintenance. Excessive slope may cause lateral

seepage and surfacing of the effluent in downslope

areas.

Some soils are underlain by loose sand and gravel

or fractured bedrock at a depth of less than 4 feet

below the distribution lines. In these soils the

absorption field may not adequately filter the effluent,

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

ground water may be contaminated. Unsatisfactory

performance of septic tank absorption fields,

including excessively slow absorption of effluent,
Jefferson County, Missouri 75

surfacing of effluent, hillside seepage, and

contamination of ground water, can affect public

health.

Sewage lagoons are shallow ponds constructed to

hold sewage while aerobic bacteria decompose the

solid and liquid wastes. Lagoons should have a

nearly level floor surrounded by cut slopes or

embankments of compacted soil. Nearly impervious

soil material for the lagoon floor and sides is required

to minimize seepage and contamination of ground

water. Considered in the ratings are slope,

permeability, a water table, ponding, depth to bedrock

or a cemented pan, flooding, large stones, and

content of organic matter.

Soil permeability is a critical property affecting the

suitability for sewage lagoons. Most porous soils

eventually become sealed when they are used as

sites for sewage lagoons. Until sealing occurs,

however, the hazard of pollution is severe. Soils that

have a permeability rate of more than 2 inches per

hour are too porous for the proper functioning of

sewage lagoons. In these soils, seepage of the

effluent can result in contamination of the ground

water. Ground-water contamination is also a hazard if

fractured bedrock is within a depth of 40 inches, if

the water table is high enough to raise the level of

sewage in the lagoon, or if floodwater overtops the

lagoon.

A high content of organic matter is detrimental to

proper functioning of the lagoon because it inhibits

aerobic activity. Slope, bedrock, and cemented pans

can cause construction problems, and large stones

can hinder compaction of the lagoon floor. If the

lagoon is to be uniformly deep throughout, slope must

be gentle enough and the soil material must be thick

enough over bedrock or a cemented pan to make

land smoothing practical.

A trench sanitary landfill is an area where solid

waste is placed in successive layers in an excavated

trench. The waste is spread, compacted, and covered

daily with a thin layer of soil excavated at the site.

When the trench is full, a final cover of soil material

at least 2 feet thick is placed over the landfill. The

ratings in the table are based on the soil properties

that affect the risk of pollution, the ease of

excavation, trafficability, and revegetation. These

properties include permeability, depth to bedrock or a

cemented pan, a water table, ponding, slope,

flooding, texture, stones and boulders, highly organic

layers, soil reaction, and content of salts and sodium.

Unless otherwise stated, the ratings apply only to

that part of the soil within a depth of about 6 feet. For

deeper trenches, onsite investigation may be needed.

Hard, nonrippable bedrock, creviced bedrock, or

highly permeable strata in or directly below the

proposed trench bottom can affect the ease of

excavation and the hazard of ground-water pollution.

Slope affects construction of the trenches and the

movement of surface water around the landfill. It also

affects the construction and performance of roads in

areas of the landfill.

Soil texture and consistence affect the ease with

which the trench is dug and the ease with which the

soil can be used as daily or final cover. They

determine the workability of the soil when dry and

when wet. Soils that are plastic and sticky when wet

are difficult to excavate, grade, or compact and are

difficult to place as a uniformly thick cover over a

layer of refuse.

The soil material used as the final cover for a

trench landfill should be suitable for plants. It should

not have excess sodium or salts and should not be

too acid. The surface layer generally has the best

workability, the highest content of organic matter, and

the best potential for plants. Material from the surface

layer should be stockpiled for use as the final cover.

In an area sanitary landfill, solid waste is placed in

successive layers on the surface of the soil. The

waste is spread, compacted, and covered daily with

a thin layer of soil from a source away from the site.

A final cover of soil material at least 2 feet thick is

placed over the completed landfill. The ratings in the

table are based on the soil properties that affect

trafficability and the risk of pollution. These

properties include flooding, permeability, a water

table, ponding, slope, and depth to bedrock or a

cemented pan.

Flooding is a serious problem because it can

result in pollution in areas downstream from the

landfill. If permeability is too rapid or if fractured

bedrock, a fractured cemented pan, or the water

table is close to the surface, the leachate can

contaminate the water supply. Slope is a

consideration because of the extra grading required

to maintain roads in the steeper areas of the landfill.

Also, leachate may flow along the surface of the soils

in the steeper areas and cause difficult seepage

problems.

Daily cover for landfill is the soil material that is

used to cover compacted solid waste in an area

sanitary landfill. The soil material is obtained offsite,

transported to the landfill, and spread over the waste.

The ratings in the table also apply to the final cover

for a landfill. They are based on the soil properties

that affect workability, the ease of digging, and the

ease of moving and spreading the material over the

refuse daily during wet and dry periods. These

properties include soil texture, a water table, ponding,
76 Soil Survey

rock fragments, slope, depth to bedrock or a

cemented pan, reaction, and content of salts,

sodium, or lime.

Loamy or silty soils that are free of large stones

and excess gravel are the best cover for a landfill.

Clayey soils may be sticky and difficult to spread;

sandy soils are subject to wind erosion.

Slope affects the ease of excavation and of moving

the cover material. Also, it can influence runoff,

erosion, and reclamation of the borrow area.

After soil material has been removed, the soil

material remaining in the borrow area must be thick

enough over bedrock, a cemented pan, or the water

table to permit revegetation. The soil material used as

the final cover for a landfill should be suitable for

plants. It should not have excess sodium, salts, or

lime and should not be too acid.

Construction Materials and Excavating

 The soils of the survey area are rated in Table 14

as a source of roadfill, sand, gravel, or topsoil.

Normal compaction, minor processing, and other

standard construction practices are assumed. The

soils are also rated according to limitations that affect

their suitability for shallow excavations. The ratings in

the table are both verbal and numerical.

The soils are rated as a probable, possible or

improbable source of sand and gravel. A rating of

probable means that the source material is likely to

be in or below the soil. A rating of possible means

that the source material may be in or below the soil

and further investigation is warranted. A rating of

improbable means that the source material is unlikely

to be in or below the soil. The numerical ratings in

these columns indicate the degree of probability. A

numerical rating of 1.00 indicates that the soil is an

improbable source. A numerical rating of less than

1.00 indicates the degree to which the soil is a

possible or probable source of sand or gravel.

Other rating class terms, as follows, are used to

indicate the extent to which the soils are limited by

soil features that affect use as a source for roadfill or

topsoil or suitability for shallow excavations. 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. Slightly limited indicates that the soil has

features that are favorable for the specified use. The

limitations are minor and can be easily overcome.

Good performance and low maintenance can be

expected. Moderately 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. Limited indicates that the soil has one or

more features that are significant limitations for the

specified use. The limitations can be overcome, but

generally require special design, soil reclamation, or

installation procedures that may result in additional

expense. Fair performance and moderate to high

maintenance can be expected. Very limited indicates

that the soil has one or more features that are

unfavorable for the specified use. The limitations

generally cannot be overcome without major soil

reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., limitation ratings, and numerical ratings

are shown for each soil feature listed. As many as

three soil features may be listed for each soil

component if applicable. The overall limitation rating

for the soil component is based on the most severe

limitation.

Roadfill is soil material that is excavated in one

place and used in road embankments in another

place. In this table, the soils are rated as a source of

roadfill for low embankments, generally less than 6

feet high and less exacting in design than higher

embankments.

The ratings are for the whole soil, from the surface

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

layers will be mixed when the soil material is

excavated and spread.

The ratings are based on the amount of suitable

material and on soil properties that affect the ease of

excavation and the performance of the material after

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

a major consideration. The ease of excavation is

affected by large stones, a water table, and slope.

How well the soil performs in place after it has been

compacted and drained is determined by its strength
Jefferson County, Missouri 77

(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, a

water table, soil texture, and thickness of suitable

material. Reclamation of the borrow area is affected

by slope, a water table, rock fragments, depth to

bedrock or a cemented pan, and toxic material.

The surface layer of most soils is generally

preferred for topsoil because of its organic matter

content. Organic matter greatly increases the

absorption and retention of moisture and nutrients for

plant growth.

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 the table,

only the probability 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 lowest layer of the soil contains sand or gravel,

the soil is rated as a probable source regardless of

thickness. The assumption is that the sand or gravel

layer below the depth of observation exceeds the

minimum thickness.

Shallow excavations are trenches or holes dug to

a maximum depth of 5 or 6 feet for basements,

graves, utility lines, open ditches, or other purposes.

The ratings are based on the soil properties that

influence the ease of digging and the resistance to

sloughing. Depth to bedrock or a cemented pan,

hardness of bedrock or a cemented pan, the amount

of large stones, and dense layers influence the ease

of digging, filling, and compacting. Depth to the

seasonal high water table, flooding, and ponding may

restrict the period when excavations can be made.

Slope influences the ease of using machinery. Soil

texture, depth to the water table, and linear

extensibility (shrink-swell potential) influence the

resistance to sloughing.

Water Management

The soils of the survey area are rated in table 15

according to limitations that affect their suitability for

water management. Soils are rated for pond reservoir

areas, drainage, irrigation, terraces and diversions,

and grassed waterways. Restrictive features that

affect each soil for the specified use is also provided

in the table.

The ratings in the table 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 specified use. 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. Slightly limited

indicates that the soil has features that are favorable

for the specified use. The limitations are minor and

can be easily overcome. Good performance and low

maintenance can be expected. Moderately 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. Limited

indicates that the soil has one or more features that

are significant limitations for the specified use. The

limitations can be overcome, but generally require

special design, soil reclamation, or installation

procedures that may result in additional expense. Fair

performance and moderate to high maintenance can

be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the

specified use. The limitations generally cannot be

overcome without major soil reclamation, special

design, or expensive installation procedures. Poor

performance and high maintenance can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.
78 Soil Survey

Limitation class terms, such as very limited or

limited, etc., limitation ratings, and numerical ratings

are shown for each soil feature listed. As many as

three soil features may be listed for each soil

component if applicable. The overall limitation rating

for the soil component is based on the most severe

limitation.

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. Slope can affect the

storage capacity of the reservoir area.

Drainage is the removal of excess surface and

subsurface water from the soil. How easily and

effectively the soil is drained depends on the depth to

bedrock, permeability, depth to a water table,

ponding, slope, and flooding. Excavating and grading

and the stability of ditchbanks are affected by depth

to bedrock or a cemented pan, large stones, slope,

and the likelihood that cutbanks will cave. The

productivity of the soil after drainage is adversely

affected by extreme acidity or by toxic substances in

the root zone, such as salts, sodium, and sulfur. The

availability of drainage outlets is not considered in

the ratings.

Irrigation is the controlled application of water to

supplement rainfall and support plant growth. The

design and management of an irrigation system are

affected by depth to a water table, ponding, flooding,

available water capacity, intake rate, permeability,

erodibility, and slope. The construction of a system is

affected by large stones and depth to bedrock. The

performance of a system is affected by the depth of

the root zone, reaction, and the amount of salts,

sodium, sulfur, lime, or gypsum.

Terraces and diversions are embankments or a

combination of channels and ridges constructed

across a slope to control erosion and conserve

moisture by intercepting runoff. Slope, a water table,

ponding, large stones, and depth to bedrock affect

the construction of terraces and diversions. A

restricted rooting depth, erodibility, an excessively

coarse texture, and restricted permeability adversely

affect maintenance.

Grassed waterways are natural or constructed

channels, generally broad and shallow, that conduct

surface water to outlets at a nonerosive velocity.

Large stones, a water table, slope, and depth to

bedrock affect the construction of grassed

waterways. Erodibility, soil moisture regime, available

water capacity, restricted rooting depth, restricted

permeability, and toxic substances, such as salts and

sodium, affect the growth and maintenance of the

grass after construction.

Waste Management

Soil properties are important considerations in

areas where soils are used as sites for the treatment

and disposal of organic waste and wastewater.

Selection of soils with properties that favor waste

management can help to prevent environmental

damage.

Table 16 shows the degree and kind of soil

limitations affecting the treatment of agricultural

waste, including municipal and food-processing

wastewater and effluent from lagoons or storage

ponds. Municipal wastewater is the waste stream

from a municipality. It contains domestic waste and

may contain industrial waste. It may have received

primary or secondary treatment. It is rarely untreated

sewage. Food-processing wastewater results from

the preparation of fruits, vegetables, milk, cheese,

and meats for public consumption. In places it is high

in content of sodium and chloride. In the context of

this table, the effluent in lagoons and storage ponds

is from facilities used to treat or store foodprocessing wastewater or domestic or animal waste.

Domestic and food-processing wastewater is very

dilute, and the effluent from the facilities that treat or

store it commonly is very low in content of

carbonaceous and nitrogenous material; the content

of nitrogen commonly ranges from 10 to 30 mg/l. The

wastewater from animal waste treatment lagoons or

storage ponds, however, has much higher

concentrations of these materials, mainly because

the manure has not been diluted as much as the

domestic waste. The content of nitrogen in this

wastewater generally ranges from 50 to 2,000 mg/l.

When wastewater is applied, checks should be made

to ensure that nitrogen, heavy metals, and salts are

not added in excessive amounts.

The ratings in the table are for waste management

systems that not only dispose of and treat organic

waste or wastewater but also are beneficial to crops

(application of manure and food-processing waste,

application of sewage sludge, and disposal of

wastewater through irrigation) and for waste

management systems that are designed only for the

purpose of wastewater disposal and treatment

(overland flow of wastewater, rapid infiltration of

wastewater, and slow rate treatment of wastewater).

The ratings in the table 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 specified use. Not limited indicates that

the soil has features that are very favorable for the
Jefferson County, Missouri 79

specified use. Good performance and very low

maintenance can be expected. Slightly limited

indicates that the soil has features that are favorable

for the specified use. The limitations are minor and

can be easily overcome. Good performance and low

maintenance can be expected. Moderately 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. Limited

indicates that the soil has one or more features that

are significant limitations for the specified use. The

limitations can be overcome, but generally require

special design, soil reclamation, or installation

procedures that may result in additional expense. Fair

performance and moderate to high maintenance can

be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the

specified use. The limitations generally cannot be

overcome without major soil reclamation, special

design, or expensive installation procedures. Poor

performance and high maintenance can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The numerical ratings are

shown as decimal fractions ranging from 0.00 to 1.00.

Limitation classes are assigned as follows:

Not limited .......................................................... 0.00

Slightly limited ........................................ 0.01 to 0.30

Moderately limited .................................. 0.31 to 0.60

Limited .................................................... 0.61 to 0.99

Very limited ......................................................... 1.00

The numerical ratings used to express the severity

of individual limitations 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.

Limitation class terms, such as very limited or

limited, etc., limitation ratings, and numerical ratings

are shown for each soil feature listed. As many as

three soil features may be listed for each soil

component if applicable. The overall limitation rating

for the soil component is based on the most severe

limitation.

Land application of manure and food-processing

waste not only disposes of waste material but also

improves crop production by increasing the supply of

nutrients in the soils where the material is applied.

Manure is the excrement of livestock and poultry, and

food-processing waste is damaged fruit and

vegetables and the peelings, stems, leaves, pits, and

soil particles removed in food preparation. The

manure and food-processing waste are either solid,

slurry, or liquid. Their nitrogen content varies. A high

content of nitrogen limits the application rate. Toxic or

otherwise dangerous wastes, such as those mixed

with the lye used in food processing, are not

considered in the ratings.

The ratings are based on the soil properties that

affect absorption, plant growth, microbial activity,

erodibility, the rate at which the waste is applied, and

the method by which the waste is applied. The

properties that affect absorption include permeability,

a water table, ponding, the sodium adsorption ratio,

depth to bedrock or a cemented pan, and available

water capacity. The properties that affect plant growth

and microbial activity include reaction, the sodium

adsorption ratio, salinity, and bulk density. The wind

erodibility group, the soil erodibility factor K, and

slope are considered in estimating the likelihood of

wind erosion or water erosion. Stones, cobbles, a

water table, ponding, and flooding can hinder the

application of waste.

Land application of municipal sewage sludge not

only disposes of waste material but also improves

crop production by increasing the supply of nutrients

in the soils where the material is applied. In the

context of this table, sewage sludge is the residual

product of the treatment of municipal sewage. The

solid component consists mainly of cell mass,

primarily bacteria cells that developed during

secondary treatment and have incorporated soluble

organics into their own bodies. The sludge has small

amounts of sand, silt, and other solid debris. The

content of nitrogen varies. Some sludge has

constituents that are toxic to plants or hazardous to

the food chain, such as heavy metals and exotic

organic compounds, and should be analyzed

chemically prior to use.

The content of water in the sludge ranges from

about 98 percent to less than 40 percent. The sludge

is considered liquid if it is more than about 90 percent

water, slurry if it is about 50 to 90 percent water, and

solid if it is less than about 50 percent water.

The ratings in the table are based on the soil

properties that affect absorption, plant growth,

microbial activity, erodibility, the rate at which the

sludge is applied, and the method by which the

sludge is applied. The properties that affect

absorption, plant growth, and microbial activity

include permeability, a water table, ponding, the

sodium adsorption ratio, depth to bedrock or a

cemented pan, available water capacity, reaction,

salinity, and bulk density. The wind erodibility group,

the soil erodibility factor K, and slope are considered

in estimating the likelihood of wind erosion or water
80 Soil Survey

erosion. Stones, cobbles, a water table, ponding, and

flooding can hinder the application of sludge.

Disposal of wastewater by irrigation not only

disposes of municipal wastewater and wastewater

from food-processing plants, lagoons, and storage

ponds but also improves crop production by

increasing the amount of water available to crops.

The ratings in the table are based on the soil

properties that affect the design, construction,

management, and performance of the irrigation

system. The properties that affect design and

management include the sodium adsorption ratio, a

water table, ponding, available water capacity,

permeability, slope, and flooding. The properties that

affect construction include stones, cobbles, depth to

bedrock or a cemented pan, a water table, and

ponding. The properties that affect performance

include depth to bedrock or a cemented pan, bulk

density, the sodium adsorption ratio, salinity,

reaction, and the cation-exchange capacity, which is

used to estimate the capacity of a soil to adsorb

heavy metals.

Slow rate treatment of wastewater is a process in

which wastewater is applied to land at a rate normally

between 0.5 inch and 4.0 inches per week. The

application rate commonly exceeds the rate needed

for irrigation of cropland. The applied wastewater is

treated as it moves through the soil. Much of the

treated water percolates to the ground water, and

some enters the atmosphere through

evapotranspiration. The applied water generally is not

allowed to run off the surface. Waterlogging is

prevented either through control of the application

rate or through the use of tile drains, or both.

The ratings in the table are based on the soil

properties that affect absorption, plant growth,

microbial activity, erodibility, and the application of

waste. The properties that affect absorption include

the sodium adsorption ratio, a water table, ponding,

available water capacity, permeability, depth to

bedrock or a cemented pan, reaction, the cationexchange capacity, and slope. Reaction, the sodium

adsorption ratio, salinity, and bulk density affect plant

growth and microbial activity. The wind erodibility

group, the soil erodibility factor K, and slope are

considered in estimating the likelihood of wind

erosion or water erosion. Stones, cobbles, a water

table, ponding, and flooding can hinder the application

of waste.

Rapid infiltration of wastewater is a process in

which wastewater applied in a level basin at a rate of

4 to 120 inches per week percolates through the soil,

eventually reaching the ground water. The application

rate commonly exceeds the rate needed for irrigation

of cropland. Vegetation is not a necessary part of the

treatment; hence, the basins may or may not be

vegetated. The thickness of the soil material needed

for proper treatment of the wastewater is more than

72 inches. As a result, geologic and hydrologic

investigation is needed to ensure proper design and

performance and to determine the risk of groundwater pollution.

The ratings in the table are based on the soil

properties that affect the risk of pollution and the

design, construction, and performance of the system.

A water table, ponding, flooding, and depth to

bedrock or a cemented pan affect the risk of pollution

and the design and construction of the system.

Slope, stones, and cobbles also affect design and

construction. Permeability and reaction affect

performance.
Jefferson County, Missouri 81

Table 5.--Land Capability and Yields per Acre of Crops and Pasture

(Yields are those that can be expected under a high level of management. They are for nonirrigated areas. Absence of a

 yield indicates that the soil is not suited to the crop or the crop generally is not grown on the soil.)

________________________________________________________________________________________________________________________

 | | | | | | | |

 Map symbol | Land | Corn | Grain |Orchardgrass-| Soybeans |Tall fescue |Warm season |Winter wheat

 and soil name | capability | | sorghum | red clover* | | | grasses** |

 | | | | | | | | ________________________________________________________________________________________________________________________

 | | Bu | Bu | Tons | Bu | Tons | Tons | Bu __ __ ____ __ ____ ____ __

 | | | | | | | |

60003: | | | | | | | |

 Menfro--------| 3e | 90.00 | 88.00 | 5.60 | 33.00 | 5.00 | 5.30 | 36.00

 | | | | | | | |

60024: | | | | | | | |

 Menfro--------| 3e | 100.00 | 88.00 | 5.60 | 39.00 | 5.00 | 5.30 | 41.00

 | | | | | | | |

60025: | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

 Harvester. | | | | | | | |

 | | | | | | | |

60037: | | | | | | | |

 Wrengart------| 4e | 90.00 | 80.00 | 3.60 | 33.00 | 3.60 | 3.80 | 36.00

 | | | | | | | |

60038: | | | | | | | |

 Pevely--------| 6e | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

 Holstein------| 6e | --- | --- | 5.60 | --- | 5.00 | 5.30 | ---

 | | | | | | | |

60039: | | | | | | | |

 Pevely--------| 4e | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

60040: | | | | | | | |

 Pevely--------| 6e | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

60041: | | | | | | | |

 Brussels------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Rock outcrop--| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

60042: | | | | | | | |

 Menfro--------| 6e | --- | --- | 5.60 | --- | 5.00 | 5.30 | ---

 | | | | | | | |

60043: | | | | | | | |

 Menfro--------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

60044: | | | | | | | |

 Minnith-------| 3e | 95.00 | 84.00 | 5.60 | 35.00 | 5.00 | 5.30 | 38.00

 | | | | | | | |

60045: | | | | | | | |

 Minnith-------| 3e | 87.00 | 76.00 | 5.60 | 32.00 | 5.00 | 5.30 | 35.00

 | | | | | | | |

60046: | | | | | | | |

 Minnith-------| 6e | --- | --- | 5.60 | --- | 5.00 | 5.30 | ---

 | | | | | | | |

60047: | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

 Harvester. | | | | | | | |

 | | | | | | | |

60048: | | | | | | | |

 Weingarten----| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

60049: | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

 Horsecreek----| 2e | 115.00 | 100.00 | 6.60 | 40.00 | 5.00 | 6.40 | 45.00

 | | | | | | | |

 See footnotes at end of table.
82 Soil Survey

Table 5.--Land Capability and Yields per Acre of Crops and Pasture--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |

 Map symbol | Land | Corn | Grain |Orchardgrass-| Soybeans |Tall fescue |Warm season |Winter wheat

 and soil name | capability | | sorghum | red clover* | | | grasses** |

 | | | | | | | | ________________________________________________________________________________________________________________________

 | | Bu | Bu | Tons | Bu | Tons | Tons | Bu __ __ ____ __ ____ ____ __

 | | | | | | | |

60050: | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

 Deible--------| 4w | 91.00 | 81.00 | 5.80 | 34.00 | 5.30 | 7.30 | 37.00

 | | | | | | | |

64007: | | | | | | | |

 Freeburg------| 2w | 100.00 | 88.00 | 6.40 | 39.00 | 5.00 | 6.60 | 41.00

 | | | | | | | |

64008: | | | | | | | |

 Freeburg------| 2e | 119.00 | 104.00 | 6.40 | 44.00 | 5.00 | 6.60 | 48.00

 | | | | | | | |

64009: | | | | | | | |

 Freeburg------| 3e | 105.00 | 91.00 | 5.60 | 41.00 | 5.00 | 5.30 | 44.00

 | | | | | | | |

66000: | | | | | | | |

 Moniteau------| 3w | 96.00 | 89.00 | 5.80 | 32.00 | 5.30 | 7.40 | 38.00

 | | | | | | | |

66014: | | | | | | | |

 Haymond-------| 2w | --- | --- | 6.60 | --- | 5.00 | 6.40 | ---

 | | | | | | | |

66020: | | | | | | | |

 Haynie--------| 5w | --- | --- | 6.40 | --- | 5.00 | 6.60 | ---

 | | | | | | | |

66024: | | | | | | | |

 Wilbur--------| 5w | --- | --- | 6.40 | --- | 5.00 | 6.60 | ---

 | | | | | | | |

66050: | | | | | | | |

 Tice----------| 5w | --- | --- | 6.40 | --- | 5.00 | 6.60 | ---

 | | | | | | | |

66051: | | | | | | | |

 Perche--------| 2w | 85.00 | 73.00 | 6.40 | 31.00 | 5.00 | 6.60 | 34.00

 | | | | | | | |

66052: | | | | | | | |

 Waldron-------| 5w | --- | --- | 5.80 | --- | 5.30 | 7.30 | ---

 | | | | | | | |

66053: | | | | | | | |

 Fishpot. | | | | | | | |

 | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

73046: | | | | | | | |

 Wrengart------| 3e | 100.00 | 92.00 | 3.60 | 33.00 | 3.60 | 3.80 | 39.00

 | | | | | | | |

73090: | | | | | | | |

 Useful--------| 3e | 84.00 | 73.00 | 5.60 | 31.00 | 5.30 | 5.50 | 34.00

 | | | | | | | |

73200: | | | | | | | |

 Sonsac--------| 6s | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

73201: | | | | | | | |

 Sonsac--------| 7e | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

73202: | | | | | | | |

 Rueter--------| 4s | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

73203: | | | | | | | |

 Rueter--------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Sonsac--------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 See footnotes at end of table.
Jefferson County, Missouri 83

Table 5.--Land Capability and Yields per Acre of Crops and Pasture--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |

 Map symbol | Land | Corn | Grain |Orchardgrass-| Soybeans |Tall fescue |Warm season |Winter wheat

 and soil name | capability | | sorghum | red clover* | | | grasses** |

 | | | | | | | | ________________________________________________________________________________________________________________________

 | | Bu | Bu | Tons | Bu | Tons | Tons | Bu __ __ ____ __ ____ ____ __

 | | | | | | | |

73204: | | | | | | | |

 Ramsey--------| 7s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Rock outcrop--| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73205: | | | | | | | |

 Useful--------| 4e | 80.00 | 70.00 | 5.60 | 30.00 | 5.30 | 5.50 | 33.00

 | | | | | | | |

73206: | | | | | | | |

 Useful--------| 6e | --- | --- | 5.60 | --- | 5.30 | 5.50 | ---

 | | | | | | | |

73207: | | | | | | | |

 Caneyville----| 3e | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

73208, 73209: | | | | | | | |

 Caneyville----| 6e | --- | --- | 4.40 | --- | 4.00 | 4.60 | ---

 | | | | | | | |

73210: | | | | | | | |

 Goss----------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73211: | | | | | | | |

 Gasconade-----| 7s | --- | --- | --- | --- | 1.00 | 1.40 | ---

 | | | | | | | |

 Rock outcrop--| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73212: | | | | | | | |

 Gasconade-----| 7s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Rock outcrop--| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73213: | | | | | | | |

 Moko----------| 7s | --- | --- | --- | --- | 1.00 | 1.40 | ---

 | | | | | | | |

 Rock outcrop--| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73214: | | | | | | | |

 Moko----------| 7s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Rock outcrop--| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73215: | | | | | | | |

 Crider--------| 3e | 100.00 | 88.00 | 5.60 | 39.00 | 5.00 | 5.30 | 41.00

 | | | | | | | |

73216: | | | | | | | |

 Crider--------| 4e | 90.00 | 80.00 | 5.60 | 33.00 | 5.00 | 5.30 | 36.00

 | | | | | | | |

73217: | | | | | | | |

 Useful--------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Sonsac--------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

73218: | | | | | | | |

 Tiff----------| 6e | --- | --- | 2.20 | --- | 2.00 | 2.30 | ---

 | | | | | | | |

73219: | | | | | | | |

 Rueter--------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

74644: | | | | | | | |

 Deible--------| 4w | 91.00 | 81.00 | 5.80 | 34.00 | 5.30 | 7.30 | 37.00

 | | | | | | | |

 See footnotes at end of table.
84 Soil Survey

Table 5.--Land Capability and Yields per Acre of Crops and Pasture--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |

 Map symbol | Land | Corn | Grain |Orchardgrass-| Soybeans |Tall fescue |Warm season |Winter wheat

 and soil name | capability | | sorghum | red clover* | | | grasses** |

 | | | | | | | | ________________________________________________________________________________________________________________________

 | | Bu | Bu | Tons | Bu | Tons | Tons | Bu __ __ ____ __ ____ ____ __

 | | | | | | | |

74675: | | | | | | | |

 Horsecreek----| 2e | 115.00 | 100.00 | 6.60 | 40.00 | 5.00 | 6.40 | 45.00

 | | | | | | | |

74676: | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

 Freeburg------| 2e | 119.00 | 104.00 | 6.40 | 44.00 | 5.00 | 6.60 | 48.00

 | | | | | | | |

75375: | | | | | | | |

 Horsecreek----| 2w | 110.00 | 88.00 | 6.60 | 37.00 | 5.00 | 6.40 | 44.00

 | | | | | | | |

75385: | | | | | | | |

 Gabriel-------| 2w | 109.00 | 102.00 | 5.80 | 36.00 | 5.30 | 7.40 | 44.00

 | | | | | | | |

75390: | | | | | | | |

 Razort--------| 2e | 100.00 | 88.00 | 6.60 | 39.00 | 5.00 | 6.40 | 41.00

 | | | | | | | |

75398: | | | | | | | |

 Kaintuck------| 5w | --- | --- | 6.60 | --- | 5.00 | 6.40 | ---

 | | | | | | | |

75450: | | | | | | | |

 Bloomsdale----| 4w | --- | --- | 1.00 | --- | 2.00 | 2.50 | ---

 | | | | | | | |

75452: | | | | | | | |

 Gladden-------| 3w | --- | --- | 6.60 | --- | 5.00 | 6.40 | ---

 | | | | | | | |

75453: | | | | | | | |

 Sturkie-------| 2w | 115.00 | 100.00 | 6.60 | 40.00 | 5.00 | 6.40 | 40.00

 | | | | | | | |

75454: | | | | | | | |

 Urban land. | | | | | | | |

 | | | | | | | |

 Razort--------| 2e | 100.00 | 88.00 | 6.60 | 39.00 | 5.00 | 6.40 | 41.00

 | | | | | | | |

99000. | | | | | | | |

 Pits, quarries| | | | | | | |

 | | | | | | | |

99001. | | | | | | | |

 Water | | | | | | | |

 | | | | | | | |

99003. | | | | | | | |

 Miscellaneous | | | | | | | |

 water | | | | | | | |

 | | | | | | | |

99005: | | | | | | | |

 Landfills-----| 8s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

99009: | | | | | | | |

 Udorthents. | | | | | | | |

 | | | | | | | |

 Pits. | | | | | | | |

 | | | | | | | | ________________________________________________________________________________________________________________________

 * Alsike clover should be substituted for red clover on somewhat poorly drained and poorly drained soils.

 ** Average yield of all suitable native warm season grasses.
Jefferson County, Missouri 85

Table 6.--Pasture and Hayland Suitability Groups

___________________________________________________________________________________________________________________

 | | | Pasture

 Map | | | and

symbol | Soil name | Component name | hayland

 | | |suitability

 | | | group ___________________________________________________________________________________________________________________

 | | |

 | | |

 60003 |Menfro silt loam, 8 to 15 percent slopes, eroded-------------------------| Menfro | LyU

 60024 |Menfro silt loam, 3 to 8 percent slopes, eroded--------------------------| Menfro | LyU

 60025 |Urban land-Harvester complex, 3 to 8 percent slopes----------------------| Urban land | ---

 | | Harvester | LyU

 60037 |Wrengart silt loam, 8 to 15 percent slopes-------------------------------| Wrengart | LyP

 60038 |Pevely-Holstein complex, 8 to 30 percent slopes--------------------------| Pevely | MDU

 | | Holstein | LyU

 60039 |Pevely silt loam, 3 to 15 percent slopes---------------------------------| Pevely | MDU

 60040 |Pevely loam, 15 to 40 percent slopes-------------------------------------| Pevely | MDU

 60041 |Brussels-Rock outcrop complex, 35 to 90 percent slopes, extremely stony--| Brussels | GNS

 | | Rock outcrop | ---

 60042 |Menfro silt loam, 15 to 30 percent slopes--------------------------------| Menfro | LyU

 60043 |Menfro silt loam, 30 to 50 percent slopes--------------------------------| Menfro | GNS

 60044 |Minnith silt loam, 3 to 8 percent slopes, eroded-------------------------| Minnith | LyU

 60045 |Minnith silt loam, 8 to 15 percent slopes, eroded------------------------| Minnith | LyU

 60046 |Minnith silt loam, 15 to 30 percent slopes-------------------------------| Minnith | LyU

 60047 |Urban land-Harvester complex, 8 to 15 percent slopes---------------------| Urban land | ---

 | | Harvester | LyU

 60048 |Weingarten silt loam, 15 to 50 percent slopes----------------------------| Weingarten | GNS

 60049 |Urban land-Horsecreek complex, 2 to 5 percent slopes---------------------| Urban land | ---

 | | Horsecreek | LyO

 60050 |Urban land-Deible complex, 0 to 3 percent slopes-------------------------| Urban land | ---

 | | Deible | WCB

 64007 |Freeburg silt loam, 0 to 2 percent slopes, occasionally flooded----------| Freeburg | WLO

 64008 |Freeburg silt loam, 2 to 5 percent slopes--------------------------------| Freeburg | WLO

 64009 |Freeburg silt loam, 5 to 9 percent slopes--------------------------------| Freeburg | LyU

 66000 |Moniteau silt loam, 0 to 2 percent slopes, occasionally flooded----------| Moniteau | WLB

 66014 |Haymond silt loam, 0 to 3 percent slopes, frequently flooded-------------| Haymond | LyO

 66020 |Haynie silt loam, 0 to 2 percent slopes, frequently flooded--------------| Haynie | WLO

 66024 |Wilbur silt loam, 0 to 2 percent slopes, frequently flooded--------------| Wilbur | WLO

 66050 |Tice silty clay loam, 0 to 2 percent slopes, frequently flooded----------| Tice | WLO

 66051 |Perche silt loam, 0 to 2 percent slopes, occasionally flooded------------| Perche | WLO

 66052 |Waldron silty clay loam, 0 to 2 percent slopes, frequently flooded-------| Waldron | WCB

 66053 |Fishpot-Urban land complex, 0 to 3 percent slopes------------------------| Fishpot | WLO

 | | Urban land | ---

 73046 |Wrengart silt loam, 3 to 8 percent slopes, eroded------------------------| Wrengart | LyP

 73090 |Useful silt loam, 3 to 8 percent slopes----------------------------------| Useful | CyU

 73200 |Sonsac gravelly silt loam, 3 to 15 percent slopes, very stony------------| Sonsac | MDU

 73201 |Sonsac gravelly silt loam, 15 to 40 percent slopes, very stony-----------| Sonsac | MDU

 73202 |Rueter gravelly silt loam, 3 to 15 percent slopes, very stony------------| Rueter | GrU

 73203 |Rueter-Sonsac complex, 15 to 55 percent slopes, extremely stony----------| Rueter | GNS

 | | Sonsac | GNS

 73204 |Ramsey-Rock outcrop complex, 8 to 50 percent slopes----------------------| Ramsey | GNS

 | | Rock outcrop | ---

 73205 |Useful silt loam, 8 to 15 percent slopes---------------------------------| Useful | CyU

 73206 |Useful silt loam, 15 to 40 percent slopes--------------------------------| Useful | CyU

 73207 |Caneyville silt loam, 3 to 8 percent slopes------------------------------| Caneyville | MDU

 73208 |Caneyville silt loam, 8 to 15 percent slopes-----------------------------| Caneyville | MDU

 73209 |Caneyville silt loam, 15 to 30 percent slopes----------------------------| Caneyville | MDU

 73210 |Goss very cobbly silt loam, 15 to 50 percent slopes, extremely stony-----| Goss | GNS

 73211 |Gasconade-Rock outcrop complex, 3 to 15 percent slopes, rubbly-----------| Gasconade | ShU

 | | Rock outcrop | ---

 73212 |Gasconade-Rock outcrop complex, 15 to 50 percent slopes, rubbly----------| Gasconade | GNS

 | | Rock outcrop | ---

 73213 |Moko-Rock outcrop complex, 3 to 15 percent slopes, extremely stony-------| Moko | ShU

 | | Rock outcrop | ---

 73214 |Moko-Rock outcrop complex, 15 to 50 percent slopes, extremely stony------| Moko | GNS

 | | Rock outcrop | ---

 73215 |Crider silt loam, 3 to 8 percent slopes----------------------------------| Crider | LyU

 73216 |Crider silt loam, 8 to 15 percent slopes---------------------------------| Crider | LyU

 | | |
86 Soil Survey

Table 6.--Pasture and Hayland Suitability Groups--Continued

___________________________________________________________________________________________________________________

 | | | Pasture

 Map | | | and

symbol | Soil name | Component name | hayland

 | | |suitability

 | | | group ___________________________________________________________________________________________________________________

 | | |

 | | |

 73217 |Useful-Sonsac complex, 15 to 50 percent slopes, very stony---------------| Useful | GNS

 | | Sonsac | GNS

 73218 |Tiff gravelly clay, 1 to 20 percent slopes, very rocky-------------------| Tiff | GrU

 73219 |Rueter gravelly silt loam, 15 to 55 percent slopes, extremely stony------| Rueter | GNS

 74644 |Deible silt loam, 1 to 3 percent slopes----------------------------------| Deible | WCB

 74675 |Horsecreek silt loam, 2 to 5 percent slopes------------------------------| Horsecreek | LyO

 74676 |Urban land-Freeburg complex, 2 to 5 percent slopes-----------------------| Urban land | ---

 | | Freeburg | WLO

 75375 |Horsecreek silt loam, 0 to 2 percent slopes, occasionally flooded--------| Horsecreek | LyO

 75385 |Gabriel silt loam, 0 to 2 percent slopes, occasionally flooded-----------| Gabriel | WLB

 75390 |Razort silt loam, 0 to 3 percent slopes, rarely flooded------------------| Razort | LyO

 75398 |Kaintuck fine sandy loam, 0 to 3 percent slopes, frequently flooded------| Kaintuck | LyO

 75450 |Bloomsdale silt loam, 0 to 3 percent slopes, frequently flooded----------| Bloomsdale | GrO

 75452 |Gladden fine sandy loam, 0 to 3 percent slopes, frequently flooded-------| Gladden | LyO

 75453 |Sturkie silt loam, 0 to 2 percent slopes, occasionally flooded-----------| Sturkie | LyO

 75454 |Urban land-Razort complex, 1 to 3 percent slopes, rarely flooded---------| Urban land | ---

 | | Razort | LyO

 99000 |Pits, quarries-----------------------------------------------------------| Pits, quarries | ---

 99001 |Water--------------------------------------------------------------------| Water | ---

 99003 |Miscellaneous water------------------------------------------------------| Miscellaneous water| ---

 99005 |Landfills----------------------------------------------------------------| Landfill pits | GNS

 99009 |Udorthents-Pits complex--------------------------------------------------| Udorthents | ---

 | | Pits | ---

 | | | ___________________________________________________________________________________________________________________
Jefferson County, Missouri 87

Table 7.--Forest Productivity

(Only the soils suitable for production of commercial trees are listed. Absence of

 an entry indicates that information was not available.)

____________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | |Site | Volume |

 soil name | Common trees |index|of wood | Trees to manage

 | | | fiber | ____________________________________________________________________________________

 | | |cu ft/ac| ________

 | | | |

60003, 60024: | | | |

 Menfro------------------|black oak-----------| 73 | 57 |black walnut,

 |northern red oak----| 81 | 57 | northern red oak,

 |sugar maple---------| 68 | 43 | sugar maple, white

 |white ash-----------| 70 | 43 | ash, white oak

 |white oak-----------| 59 | 43 |

 | | | |

60037: | | | |

 Wrengart----------------|black oak-----------| 63 | 43 |black oak, northern

 |northern red oak----| --- | --- | red oak, white oak

 |shagbark hickory----| --- | --- |

 |white oak-----------| 53 | 43 |

 | | | |

60038: | | | |

 Pevely------------------|black oak-----------| 58 | 29 |northern red oak,

 |northern red oak----| 54 | 29 | white ash, white

 |post oak------------| --- | --- | oak

 |white oak-----------| 47 | 29 |

 | | | |

 Holstein----------------|black oak-----------| 75 | 57 |black cherry, black

 |northern red oak----| 75 | 57 | oak, black walnut,

 |white oak-----------| 65 | 43 | northern red oak,

 | | | | white oak

 | | | |

60039, 60040: | | | |

 Pevely------------------|black oak-----------| 58 | 29 |northern red oak,

 |northern red oak----| 54 | 29 | white ash, white

 |post oak------------| --- | --- | oak

 |white oak-----------| 47 | 29 |

 | | | |

60041: | | | |

 Brussels----------------|black oak-----------| --- | --- |black walnut,

 |black walnut--------| --- | --- | northern red oak,

 |northern red oak----| 65 | 43 | white oak

 |shagbark hickory----| --- | --- |

 |white oak-----------| 60 | 43 |

 | | | |

 Rock outcrop. | | | |

 | | | |

60042, 60043: | | | |

 Menfro------------------|black oak-----------| 73 | 57 |black walnut,

 |northern red oak----| 81 | 57 | northern red oak,

 |sugar maple---------| 68 | 43 | sugar maple, white

 |white ash-----------| 70 | 43 | ash, white oak

 |white oak-----------| 59 | 43 |

 | | | |

60044, 60045, 60046: | | | |

 Minnith-----------------|black oak-----------| --- | --- |northern red oak,

 |northern red oak----| 70 | 57 | white oak

 |white oak-----------| 45 | 29 |

 | | | |

60048: | | | |

 Weingarten--------------|black oak-----------| 63 | 43 |black oak, northern

 |northern red oak----| --- | --- | red oak, white oak

 |shagbark hickory----| --- | --- |

 |white oak-----------| 53 | 43 |

 | | | |
88 Soil Survey

Table 7.--Forest Productivity--Continued

____________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | |Site | Volume |

 soil name | Common trees |index|of wood | Trees to manage

 | | | fiber | ____________________________________________________________________________________

 | | |cu ft/ac| ________

 | | | |

60049: | | | |

 Urban land. | | | |

 | | | |

 Horsecreek--------------|American elm--------| --- | --- |black walnut,

 |American sycamore---| --- | --- | cherrybark oak,

 |Shumard's oak-------| 93 | 57 | eastern cottonwood,

 |common hackberry----| --- | --- | white ash

 |green ash-----------| --- | --- |

 |hickory-------------| --- | --- |

 |pin oak-------------| 94 | 57 |

 |red maple-----------| --- | --- |

 | | | |

60050: | | | |

 Urban land. | | | |

 | | | |

 Deible------------------|green ash-----------| --- | --- |eastern cottonwood,

 |northern red oak----| --- | --- | green ash, pin oak,

 |pin oak-------------| 76 | 57 | silver maple

 |silver maple--------| --- | --- |

 | | | |

64007, 64008, 64009: | | | |

 Freeburg----------------|white oak-----------| 65 | 43 |black oak, green ash,

 | | | | pecan, pin oak,

 | | | | white oak

 | | | |

66000: | | | |

 Moniteau----------------|pin oak-------------| 70 | 57 |black willow,

 | | | | eastern cottonwood,

 | | | | green ash, pin oak,

 | | | | silver maple

 | | | |

66014: | | | |

 Haymond-----------------|American sycamore---| --- | --- |black walnut,

 |black walnut--------| 70 | --- | northern red oak,

 |white oak-----------| 90 | 72 | white ash, white oak

 | | | |

66020: | | | |

 Haynie------------------|American sycamore---| 110 | 157 |black walnut,

 |black walnut--------| --- | --- | eastern cottonwood,

 |eastern cottonwood--| 110 | 157 | green ash

 |green ash-----------| --- | --- |

 | | | |

66024: | | | |

 Wilbur------------------|American sycamore---| --- | --- |black cherry, bur

 |pin oak-------------| --- | --- | oak, green ash,

 | | | | pin oak, red maple

 | | | |

66050: | | | |

 Tice--------------------|eastern cottonwood--| --- | --- |American sycamore,

 |green ash-----------| --- | --- | cherrybark oak,

 |pin oak-------------| 96 | 72 | eastern cottonwood,

 | | | | green ash, red maple

 | | | |

66051: | | | |

 Perche------------------|green ash-----------| 85 | --- |green ash, pecan,

 |northern red oak----| 66 | 43 | pin oak

 |sugar maple---------| --- | --- |

 | | | |

66052: | | | |

 Waldron-----------------|eastern cottonwood--| 110 | 157 |black willow,

 |pin oak-------------| 80 | 57 | eastern cottonwood,

 | | | | green ash, pecan,

 | | | | pin oak, silver maple

 | | | |
Jefferson County, Missouri 89

Table 7.--Forest Productivity--Continued

____________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | |Site | Volume |

 soil name | Common trees |index|of wood | Trees to manage

 | | | fiber | ____________________________________________________________________________________

 | | |cu ft/ac| ________

73046: | | | |

 Wrengart----------------|black oak-----------| 63 | 43 |black oak, northern

 |northern red oak----| --- | --- | red oak, white oak

 |shagbark hickory----| --- | --- |

 |white oak-----------| 53 | 43 |

 | | | |

73090: | | | |

 Useful------------------|black oak-----------| --- | --- |black oak, northern

 |northern red oak----| --- | --- | red oak, white oak

 |post oak------------| --- | --- |

 |white oak-----------| 61 | 43 |

 | | | |

73200, 73201: | | | |

 Sonsac------------------|black oak-----------| 54 | 43 |black oak, eastern

 |post oak------------| 45 | 29 | redcedar, post oak

 |white oak-----------| 42 | 29 |

 | | | |

73202: | | | |

 Rueter------------------|black oak-----------| 61 | 43 |northern red oak,

 |northern red oak----| 61 | 43 | white oak

 |white oak-----------| 58 | 43 |

 | | | |

73203: | | | |

 Rueter------------------|black oak-----------| 61 | 43 |northern red oak,

 |northern red oak----| 61 | 43 | white oak

 |white oak-----------| 58 | 43 |

 | | | |

 Sonsac------------------|black oak-----------| 54 | 43 |black oak, eastern

 |post oak------------| 45 | 29 | redcedar, post oak

 |white oak-----------| 42 | 29 |

 | | | |

73204: | | | |

 Ramsey------------------|black oak-----------| --- | --- |black oak, post oak

 |northern red oak----| 50 | 29 |

 | | | |

 Rock outcrop. | | | |

 | | | |

73205, 73206: | | | |

 Useful------------------|black oak-----------| --- | --- |black oak, white oak

 |northern red oak----| --- | --- |

 |post oak------------| --- | --- |

 |white oak-----------| 61 | 43 |

 | | | |

73207: | | | |

 Caneyville--------------|black oak-----------| 65 | 43 |black oak, eastern

 |chinkapin oak-------| 51 | 29 | redcedar, white

 |eastern redcedar----| 36 | 43 | oak

 |hickory-------------| --- | --- |

 |scarlet oak---------| 53 | 43 |

 |white oak-----------| 60 | 43 |

 | | | |

73208, 73209: | | | |

 Caneyville--------------|black oak-----------| 66 | 43 |black oak, eastern

 |chinkapin oak-------| 51 | 29 | redcedar, white oak

 |eastern redcedar----| 36 | --- |

 |hickory-------------| --- | --- |

 |scarlet oak---------| 53 | 43 |

 |white oak-----------| 52 | 29 |

 | | | |

73210: | | | |

 Goss--------------------|black oak-----------| --- | --- |black oak, shortleaf

 |shortleaf pine------| 60 | 43 | pine, white oak

 |white oak-----------| --- | --- |

 | | | |
90 Soil Survey

Table 7.--Forest Productivity--Continued

____________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | |Site | Volume |

 soil name | Common trees |index|of wood | Trees to manage

 | | | fiber | ____________________________________________________________________________________

 | | |cu ft/ac| ________

 | | | |

73211, 73212: | | | |

 Gasconade---------------|blackjack oak-------| --- | --- |eastern redcedar,

 |chinkapin oak-------| 41 | 29 | post oak

 |eastern redcedar----| 30 | 29 |

 |post oak------------| --- | --- |

 | | | |

 Rock outcrop. | | | |

 | | | |

73213, 73214: | | | |

 Moko--------------------|eastern redcedar----| 27 | 29 | ---

 | | | |

 Rock outcrop. | | | |

 | | | |

73215, 73216: | | | |

 Crider------------------|black oak-----------| 87 | 72 |black walnut,

 |black walnut--------| 80 | --- | northern red oak,

 |hickory-------------| --- | --- | white ash, white oak

 |northern red oak----| 84 | 72 |

 |sugar maple---------| --- | --- |

 |white ash-----------| --- | --- |

 |white oak-----------| 72 | 57 |

 | | | |

73217: | | | |

 Useful------------------|black oak-----------| --- | --- |black oak, white oak

 |northern red oak----| --- | --- |

 |post oak------------| --- | --- |

 |white oak-----------| 61 | 43 |

 | | | |

 Sonsac------------------|black oak-----------| 54 | 43 |black oak, eastern

 |post oak------------| 45 | 29 | redcedar, white oak

 |white oak-----------| 42 | 29 |

 | | | |

73218: | | | |

 Tiff--------------------|black oak-----------| --- | --- |black oak, white oak

 |blackjack oak-------| --- | --- |

 |post oak------------| --- | --- |

 |white oak-----------| 60 | 43 |

 | | | |

73219: | | | |

 Rueter------------------|black oak-----------| 61 | 43 |northern red oak,

 |northern red oak----| 61 | 43 | white oak

 |white oak-----------| 58 | 43 |

 | | | |

74644: | | | |

 Deible------------------|green ash-----------| --- | --- |eastern cottonwood,

 |northern red oak----| --- | --- | green ash, pin oak,

 |pin oak-------------| 76 | 57 | silver maple

 |silver maple--------| --- | --- |

 | | | |

74675: | | | |

 Horsecreek--------------|American elm--------| --- | --- |black walnut,

 |American sycamore---| --- | --- | cherrybark oak,

 |Shumard's oak-------| 93 | 57 | eastern cottonwood,

 |common hackberry----| --- | --- | white ash

 |green ash-----------| --- | --- |

 |hickory-------------| --- | --- |

 |pin oak-------------| 94 | 57 |

 |red maple-----------| --- | --- |

 | | | |
Jefferson County, Missouri 91

Table 7.--Forest Productivity--Continued

____________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | |Site | Volume |

 soil name | Common trees |index|of wood | Trees to manage

 | | | fiber | ____________________________________________________________________________________

 | | |cu ft/ac| ________

 | | | |

74676: | | | |

 Urban land. | | | |

 | | | |

 Freeburg----------------|white oak-----------| 65 | 43 |black oak, green ash,

 | | | | pecan, pin oak,

 | | | | white oak

 | | | |

75375: | | | |

 Horsecreek--------------|American sycamore---| --- | --- |black walnut,

 |Shumard's oak-------| 93 | 57 | eastern cottonwood,

 |common hackberry----| --- | --- | white ash

 |pin oak-------------| 94 | 57 |

 |red maple-----------| --- | --- |

 | | | |

75390: | | | |

 Razort------------------|American sycamore---| 85 | 86 |black walnut,

 |eastern cottonwood--| 90 | 100 | northern red oak,

 |northern red oak----| 80 | 57 | white oak

 |white oak-----------| 75 | 57 |

 | | | |

75398: | | | |

 Kaintuck----------------|American basswood---| --- | --- |American sycamore,

 |American sycamore---| 90 | 100 | black walnut, green

 |black walnut--------| --- | --- | ash, white ash

 |river birch---------| --- | --- |

 | | | |

75450: | | | |

 Bloomsdale--------------|American sycamore---| --- | --- |American sycamore,

 |black oak-----------| --- | --- | eastern cottonwood,

 |eastern cottonwood--| 94 | 114 | northern red oak,

 |northern red oak----| 68 | 57 | white oak

 |white oak-----------| --- | --- |

 | | | |

75452: | | | |

 Gladden-----------------|American sycamore---| 85 | 86 |black walnut, white

 |black walnut--------| --- | --- | oak

 |white oak-----------| 75 | 57 |

 | | | |

75453: | | | |

 Sturkie-----------------|American sycamore---| 80 | 86 |American sycamore,

 |eastern cottonwood--| 100 | 129 | black walnut,

 |northern red oak----| 80 | 57 | eastern cottonwood,

 |white oak-----------| 70 | 57 | northern red oak,

 | | | | white oak

 | | | |

75454: | | | |

 Urban land. | | | |

 | | | |

 Razort------------------|American sycamore---| 85 | 86 |black walnut,

 |eastern cottonwood--| 90 | 100 | northern red oak,

 |northern red oak----| 80 | 57 | white oak

 |white oak-----------| 75 | 57 |

 | | | | _________________________________________________________________________________
Table 8a.--Forestland Management (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Limi | | |~slope |0.47 |~low strength |0.50 | | |~slo | | | (moderately limited)| | (moderately limited)| | | | (li | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Not limited | |Slightly limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.10 |~low strength |0.50 | | |~low  | | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Not limited | |Slightly limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.10 |~low strength |0.50 | | |~low  | | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Not limited | |Moderately limited | |Moderately limited | |Slightly limited | |Limi | | |~slope |0.47 |~low strength |0.50 |~seasonal wetness |0.11 |~slo | | | (moderately limited)| | (moderately limited)| | (slightly limited) | | (li | | | | |~seasonal wetness |0.11 | | |~low  | | | | | (slightly limited) | | | | (mo | | | | | | | | |~sea | | | | | | | | | (sl | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Slightly limited | |Limited | |Moderately limited | |Moderately limited | |Very  |~slope |0.07 |~slope |0.80 |~low strength |0.50 |~slope |0.30 |~slo | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | |~slope |0.30 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | |  Holstein-------|Slightly limited | |Limited | |Moderately limited | |Moderately limited | |Very  |~slope |0.07 |~slope |0.80 |~slope |0.30 |~slope |0.30 |~slo | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.34 |~low strength |0.50 | | |~low  | | | (moderately limited)| | (moderately limited)| | | | (mo | | | | | | | | |~slo | | | | | | | | | (mo | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Slightly limited | |Limited | |Moderately limited | |Moderately limited | |Very  |~slope |0.14 |~slope |0.99 |~slope |0.60 |~slope |0.60 |~slo | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Limited | |Very limited | |Very limited | |Very limited | |Very  |~large stones |0.77 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.72 |~large stones >35% |1.00 |~large surface stones|0.60 |~large stones |0.77 |~lar | (limited | | (very limited) | | (moderately limited)| | (limited) | | (mo |~stickiness (surface)|0.50 |~surface stones |0.80 |~stickiness (surface)|0.50 |~large surface stones|0.60 |~sti | (moderately limited)| | (limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042: | | | | | | | | |  Menfro---------|Slightly limited | |Limited | |Moderately limited | |Moderately limited | |Very  |~slope |0.10 |~slope |0.87 |~low strength |0.50 |~slope |0.42 |~slo | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | |~slope |0.42 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 60043: | | | | | | | | |  Menfro---------|Moderately limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |0.37 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (moderately limited)| | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Not limited | |Slightly limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.10 |~low strength |0.50 | | |~low  | | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Limi | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Slightly limited | |Limited | |Moderately limited | |Moderately limited | |Very  |~slope |0.14 |~slope |0.99 |~slope |0.60 |~slope |0.60 |~slo | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Limi | | |~slope |0.47 |~low strength |0.50 | | |~slo | | | (moderately limited)| | (moderately limited)| | | | (li | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Moderately limited | |Not limited | |Mode | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Moderately limited | |Moderately limited | |Limited | |Limited | |Limi |~seasonal wetness |0.60 |~seasonal wetness |0.60 |~seasonal wetness |0.91 |~seasonal wetness |0.91 |~sea | (moderately limited)| | (moderately limited)| | (limited) | | (limited) | | (li | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Not limited | |Not limited | |Moderately limited | |Moderately limited | |Mode | | | | |~low strength |0.50 |~seasonal wetness |0.34 |~flo | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | |~seasonal wetness |0.34 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | |~sea | | | | | | | | | (mo | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Not limited | |Not limited | |Moderately limited | |Moderately limited | |Mode | | | | |~low strength |0.50 |~seasonal wetness |0.34 |~low  | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | |~seasonal wetness |0.34 | | |~sea | | | | | (moderately limited)| | | | (mo | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Not limited | |Slightly limited | |Moderately limited | |Moderately limited | |Mode | | |~slope |0.20 |~low strength |0.50 |~seasonal wetness |0.34 |~low  | | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~seasonal wetness |0.34 | | |~sea | | | | | (moderately limited)| | | | (mo | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Moderately limited | |Moderately limited | |Limited | |Limited | |Limi |~seasonal wetness |0.60 |~seasonal wetness |0.60 |~seasonal wetness |0.91 |~seasonal wetness |0.91 |~sea | (moderately limited)| | (moderately limited)| | (limited) | | (limited) | | (li | | | | |~low strength |0.50 | | |~flo | | | | | (moderately limited)| | | | (mo | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Not limited | |Not limited | |Moderately limited | |Not limited | |Very  | | | | |~low strength |0.50 | | |~flo | | | | | (moderately limited)| | | | (ve | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Not limited | |Not limited | |Moderately limited | |Not limited | |Very  | | | | |~low strength |0.50 | | |~flo | | | | | (moderately limited)| | | | (ve | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Not limited | |Not limited | |Moderately limited | |Slightly limited | |Very  | | | | |~low strength |0.50 |~seasonal wetness |0.29 |~flo | | | | | (moderately limited)| | (slightly limited) | | (ve | | | | |~seasonal wetness |0.29 | | |~low  | | | | | (slightly limited) | | | | (mo | | | | | | | | |~sea | | | | | | | | | (sl | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Very  |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~low strength |0.50 |~stickiness (surface)|0.50 |~flo | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | |~stickiness (surface)|0.50 |~seasonal wetness |0.25 |~low  | | | | | (moderately limited)| | (slightly limited) | | (mo | | | | |~seasonal wetness |0.25 | | |~sti | | | | | (slightly limited) | | | | (mo | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Not limited | |Not limited | |Moderately limited | |Slightly limited | |Mode | | | | |~low strength |0.50 |~seasonal wetness |0.13 |~flo | | | | | (moderately limited)| | (slightly limited) | | (mo | | | | |~seasonal wetness |0.13 | | |~low  | | | | | (slightly limited) | | | | (mo | | | | | | | | |~sea | | | | | | | | | (sl | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Very  |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~flo | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | |~low strength |0.50 |~seasonal wetness |0.20 |~sti | | | | | (moderately limited)| | (slightly limited) | | (mo | | | | |~seasonal wetness |0.20 | | |~low  | | | | | (slightly limited) | | | | (mo | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Not limited | |Slightly limited | |Moderately limited | |Slightly limited | |Mode | | |~slope |0.10 |~low strength |0.50 |~seasonal wetness |0.11 |~low  | | | (slightly limited) | | (moderately limited)| | (slightly limited) | | (mo | | | | |~seasonal wetness |0.11 | | |~sea | | | | | (slightly limited) | | | | (sl | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Not limited | |Slightly limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.10 |~low strength |0.50 | | |~low  | | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Slightly limited | |Moderately limited | |Moderately limited | |Not limited | |Mode |~small stones |0.03 |~surface stones |0.45 |~low strength |0.50 | | |~low  | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (mo | | |~slope |0.30 | | | | |~slo | | | (slightly limited) | | | | | | (mo | | |~small stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.20 |~slope |1.00 |~slope |0.80 |~slope |0.80 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve |~small stones |0.03 |~surface stones |0.45 |~low strength |0.50 | | |~low  | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (mo | | |~small stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Slightly limited | |Moderately limited | |Moderately limited | |Not limited | |Mode |~small stones |0.07 |~slope |0.34 |~low strength |0.50 | | |~low  | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (mo | | |~small stones |0.07 | | | | |~slo | | | (slightly limited) | | | | | | (mo | | |~large stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve |~small stones |0.07 |~small stones |0.07 |~low strength |0.50 | | |~low  | (slightly limited) | | (slightly limited) | | (moderately limited)| | | | (mo | | |~large stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | |  Sonsac---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve |~small stones |0.03 |~surface stones |0.45 |~low strength |0.50 | | |~low  | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (mo | | |~small stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Limi | | |~slope |0.47 |~low strength |0.50 | | |~slo | | | (moderately limited)| | (moderately limited)| | | | (li | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.20 |~slope |1.00 |~slope |0.80 |~slope |0.80 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Not limited | |Slightly limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.10 |~low strength |0.50 | | |~low  | | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Limi | | |~slope |0.47 |~low strength |0.50 | | |~slo | | | (moderately limited)| | (moderately limited)| | | | (li | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Slightly limited | |Limited | |Moderately limited | |Moderately limited | |Very  |~slope |0.10 |~slope |0.87 |~low strength |0.50 |~slope |0.42 |~slo | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | |~slope |0.42 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Moderately limited | |Very limited | |Limited | |Limited | |Very  |~surface stones |0.42 |~slope |1.00 |~slope |0.87 |~slope |0.87 |~slo | (moderately limited)| | (very limited) | | (limited) | | (limited) | | (ve |~slope |0.23 |~surface stones |0.80 |~large surface stones|0.60 |~large surface stones|0.60 |~lar | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (mo |~large stones |0.17 |~large stones |0.45 | | |~large stones |0.17 |~sur | (slightly limited) | | (moderately limited)| | | | (slightly limited) | | (mo | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Limited | |Very limited | |Very limited | |Very limited | |Very  |~surface stones |0.82 |~surface stones >15% |1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~lar | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~sur | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (li |~small stones |0.15 |~slope |0.34 | | | | |~sti | (slightly limited) | | (moderately limited)| | | | | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Limited | |Very limited | |Very limited | |Very limited | |Very  |~surface stones |0.82 |~slope |1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~slo | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~stickiness (surface)|0.50 |~surface stones >15% |1.00 |~slope |0.91 |Very limited |1.00 |~lar | (moderately limited)| | (very limited) | | (limited) | | | | (ve |~slope |0.25 |Very limited |1.00 |~stickiness (surface)|0.50 |~slope |0.91 |~sur | (slightly limited) | | | | (moderately limited)| | (limited) | | (li | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Moderately limited | |Limited | |Moderately limited | |Moderately limited | |Mode |~surface stones |0.42 |~surface stones |0.80 |~large surface stones|0.60 |~large surface stones|0.60 |~lar | (moderately limited)| | (limited) | | (moderately limited)| | (moderately limited)| | (mo |~small stones |0.03 |~slope |0.34 |~low strength |0.50 | | |~sli | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (mo | | |~small stones |0.03 | | | | |~low  | | | (slightly limited) | | | | | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Moderately limited | |Very limited | |Limited | |Limited | |Very  |~surface stones |0.42 |~slope |1.00 |~slope |0.87 |~slope |0.87 |~slo | (moderately limited)| | (very limited) | | (limited) | | (limited) | | (ve |~slope |0.23 |~surface stones |0.80 |~large surface stones|0.60 |~large surface stones|0.60 |~lar | (slightly limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (mo |~small stones |0.03 |~small stones |0.03 |~low strength |0.50 | | |~sli | (slightly limited) | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Not limited | |Slightly limited | |Moderately limited | |Not limited | |Mode | | |~slope |0.10 |~low strength |0.50 | | |~low  | | | (slightly limited) | | (moderately limited)| | | | (mo | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Not limited | |Moderately limited | |Moderately limited | |Not limited | |Limi | | |~slope |0.47 |~low strength |0.50 | | |~slo | | | (moderately limited)| | (moderately limited)| | | | (li | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | |  Sonsac---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve |~small stones |0.03 |~surface stones |0.45 |~low strength |0.50 | | |~low  | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (mo | | |~small stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~stickiness (surface)|0.50 |~slo | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo |~small stones |0.08 |~slope |0.39 | | | | |~sti | (slightly limited) | | (moderately limited)| | | | | | (mo | | |~small stones |0.08 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Slightly limited | |Very limited | |Limited | |Limited | |Very  |~slope |0.29 |~slope |1.00 |~slope |0.99 |~slope |0.99 |~slo | (slightly limited) | | (very limited) | | (limited) | | (limited) | | (ve |~small stones |0.07 |~small stones |0.07 |~low strength |0.50 | | |~low  | (slightly limited) | | (slightly limited) | | (moderately limited)| | | | (mo | | |~large stones |0.03 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Moderately limited | |Moderately limited | |Limited | |Limited | |Limi |~seasonal wetness |0.60 |~seasonal wetness |0.60 |~seasonal wetness |0.91 |~seasonal wetness |0.91 |~sea | (moderately limited)| | (moderately limited)| | (limited) | | (limited) | | (li | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Moderately limited | |Not limited | |Mode | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Freeburg-------|Not limited | |Not limited | |Moderately limited | |Moderately limited | |Mode | | | | |~low strength |0.50 |~seasonal wetness |0.34 |~low  | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | |~seasonal wetness |0.34 | | |~sea | | | | | (moderately limited)| | | | (mo | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Moderately limited | |Not limited | |Mode | | | | |~low strength |0.50 | | |~flo | | | | | (moderately limited)| | | | (mo | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Not limited | |Not limited | |Moderately limited | |Moderately limited | |Mode | | | | |~low strength |0.50 |~seasonal wetness |0.49 |~flo | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | |  | | | | |~seasonal wetness |0.49 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | |~sea | | | | | | | | | (mo | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Not limited | |Not limited | |Moderately limited | |Not limited | |Mode | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Not limited | |Not limited | |Not limited | |Not limited | |Very  | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Not limited | |Not limited | |Moderately limited | |Not limited | |Very  | | | | |~low strength |0.50 | | |~flo | | | | | (moderately limited)| | | | (ve | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Not limited | |Not limited | |Not limited | |Not limited | |Very  | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Not limited | |Not limited | |Moderately limited | |Not limited | |Mode | | | | |~low strength |0.50 | | |~flo | | | | | (moderately limited)| | | | (mo | | | | | | | | |~low  | | | | | | | | | (mo | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Not limited | |Not limited | |Moderately limited | |Not limited | |Mode | | | | |~low strength |0.50 | | |~low  | | | | | (moderately limited)| | | | (mo | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 8a.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Hand planting suitability | Mechanical planting | Harvest equipment |Mechanical site preparation|Road  soil name | | suitability | operability | (surface) _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______
Table 8b.--Forestland Management (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.29 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.15 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.12 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.29 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | |~seasonal wetness |0.11 |~low strength |0.50 |  | | | | | (slightly limited) | | (moderately limited)| |  | | | | | | |~seasonal wetness |0.11 |  | | | | | | | (slightly limited) | |  | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Very limited | |Moderately limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.39 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (moderately limited)| | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | |  Holstein-------|Very limited | |Moderately limited | |Moderately limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.39 |~low strength |0.50 |~slope |1.00 |  | (very limited) | | (moderately limited)| | (moderately limited)| | (very limited) | |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Very limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.18 |~low strength |0.80 |~low strength |0.50 |  | (very limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | |~slope |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Very limited | |Moderately limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.49 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (moderately limited)| | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Not limited | |Very limited | |Slig |~slope/erodibility |1.00 |~slope/erodibility |1.00 | | |~slope |1.00 |~dro | (very limited) | | (very limited) | | | | (very limited) | | (sl | | | | | | |~large surface stones|0.60 |  | | | | | | | (moderately limited)| |  | | | | | | |~stickiness (surface)|0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042: | | | | | | | | |  Menfro---------|Very limited | |Moderately limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.54 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (moderately limited)| | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60043: | | | | | | | | |  Menfro---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.98 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.15 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.29 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.61 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.24 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.85 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Moderately limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.44 |~slope/erodibility |0.10 |~low strength |0.80 |~low strength |0.50 |  | (moderately limited)| | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Slightly limited | |Slightly limited | |Limited | |Limited | |Limi |~slope/erodibility |0.22 |~slope/erodibility |0.05 |~seasonal wetness |0.91 |~seasonal wetness |0.91 |~sea | (slightly limited) | | (slightly limited) | | (limited) | | (limited) | | (li | | | | |~low strength |0.80 |~low strength |0.50 |  | | | | | (limited) | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Slightly limited | |Slightly limited | |Limited | |Moderately limited | |Mode |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |0.60 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (moderately limited)| | (mo | | | | |~seasonal wetness |0.34 |~low strength |0.50 |~sea | | | | | (moderately limited)| | (moderately limited)| | (sl | | | | | | |~seasonal wetness |0.34 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Moderately limited | |Slightly limited | |Limited | |Moderately limited | |Slig |~slope/erodibility |0.33 |~slope/erodibility |0.07 |~low strength |0.80 |~low strength |0.50 |~sea | (moderately limited)| | (slightly limited) | | (limited) | | (moderately limited)| | (sl | | | | |~seasonal wetness |0.34 |~seasonal wetness |0.34 |  | | | | | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Limited | |Slightly limited | |Limited | |Moderately limited | |Slig |~slope/erodibility |0.78 |~slope/erodibility |0.17 |~low strength |0.80 |~low strength |0.50 |~sea | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| | (sl | | | | |~seasonal wetness |0.34 |~seasonal wetness |0.34 |  | | | | | (moderately limited)| | (moderately limited)| |  | | | | | | |~slope |0.15 |  | | | | | | | (slightly limited) | |  | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Slightly limited | |Slightly limited | |Limited | |Limited | |Limi |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~seasonal wetness |0.91 |~seasonal wetness |0.91 |~sea | (slightly limited) | | (slightly limited) | | (limited) | | (limited) | | (li | | | | |~low strength |0.80 |~flooding |0.60 |~flo | | | | | (limited) | | (moderately limited)| | (mo | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Slightly limited | |Slightly limited | |Limited | |Very limited | |Limi |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (very limited) | | (li | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Slightly limited | |Slightly limited | |Limited | |Very limited | |Limi |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (very limited) | | (li | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Slightly limited | |Slightly limited | |Limited | |Very limited | |Limi |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (very limited) | | (li | | | | |~seasonal wetness |0.29 |~low strength |0.50 |  | | | | | (slightly limited) | | (moderately limited)| |  | | | | | | |~seasonal wetness |0.29 |  | | | | | | | (slightly limited) | |  | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Slightly limited | |Slightly limited | |Limited | |Very limited | |Limi |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (very limited) | | (li | | | | |~seasonal wetness |0.25 |~low strength |0.50 |  | | | | | (slightly limited) | | (moderately limited)| |  | | | | | | |~stickiness (surface)|0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Slightly limited | |Slightly limited | |Limited | |Moderately limited | |Mode |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |0.60 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (moderately limited)| | (mo | | | | |~seasonal wetness |0.13 |~low strength |0.50 |  | | | | | (slightly limited) | | (moderately limited)| |  | | | | | | |~seasonal wetness |0.13 |  | | | | | | | (slightly limited) | |  | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Slightly limited | |Slightly limited | |Limited | |Very limited | |Limi |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (very limited) | | (li | | | | |~seasonal wetness |0.20 |~stickiness (surface)|0.50 |  | | | | | (slightly limited) | | (moderately limited)| |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Slightly limited | |Slightly limited | |Not limited | |Not limited | |Not  |~slope/erodibility |0.11 |~slope/erodibility |0.02 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.15 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | |~seasonal wetness |0.11 |~seasonal wetness |0.11 |  | | | | | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.15 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.89 |~slope/erodibility |0.16 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | |~slope |0.30 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Moderately limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.59 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (moderately limited)| | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Very limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.18 |~low strength |0.80 |~low strength |0.50 |  | (very limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | |~slope |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.69 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73203: | | | | | | | | |  Sonsac---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.69 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Limited | |Moderately limited | |Very limited | |Slig |~slope/erodibility |1.00 |~slope/erodibility |0.69 |~low strength |0.50 |~slope |1.00 |~dro | (very limited) | | (limited) | | (moderately limited)| | (very limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.29 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.73 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.15 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.29 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Very limited | |Moderately limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.54 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (moderately limited)| | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Limited | |Not limited | |Very limited | |Mode |~slope/erodibility |1.00 |~slope/erodibility |0.63 | | |~slope |1.00 |~dro | (very limited) | | (limited) | | | | (very limited) | | (mo | | | | | | |~large surface stones|0.60 |  | | | | | | | (moderately limited)| |  | | | | | | |~surface stones |0.42 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Moderately limited | |Slightly limited | |Not limited | |Very limited | |Very  |~slope/erodibility |0.56 |~slope/erodibility |0.18 | | |~large surface stones|1.00 |~dro | (moderately limited)| | (slightly limited) | | | | (very limited) | | (ve | | | | | | |~surface stones |0.82 |  | | | | | | | (limited) | |  | | | | | | |~stickiness (surface)|0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Limited | |Not limited | |Very limited | |Very  |~slope/erodibility |1.00 |~slope/erodibility |0.65 | | |~large surface stones|1.00 |~dro | (very limited) | | (limited) | | | | (very limited) | | (ve | | | | | | |~slope |1.00 |  | | | | | | | (very limited) | |  | | | | | | |~surface stones |0.82 |  | | | | | | | (limited) | |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Moderately limited | |Slightly limited | |Limited | |Moderately limited | |Limi |~slope/erodibility |0.56 |~slope/erodibility |0.18 |~low strength |0.80 |~large surface stones|0.60 |~dro | (moderately limited)| | (slightly limited) | | (limited) | | (moderately limited)| | (li | | | | | | |~slippage potential |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Limited | |Limited | |Very limited | |Limi |~slope/erodibility |1.00 |~slope/erodibility |0.63 |~low strength |0.80 |~slope |1.00 |~dro | (very limited) | | (limited) | | (limited) | | (very limited) | | (li | | | | | | |~large surface stones|0.60 |  | | | | | | | (moderately limited)| |  | | | | | | |~slippage potential |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.67 |~slope/erodibility |0.12 |~low strength |0.80 |~low strength |0.50 |  | (limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Very limited | |Slightly limited | |Limited | |Limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.24 |~low strength |0.80 |~slope |0.76 |  | (very limited) | | (slightly limited) | | (limited) | | (limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.85 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | |  Sonsac---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.69 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Very limited | |Slightly limited | |Not limited | |Moderately limited | |Slig |~slope/erodibility |1.00 |~slope/erodibility |0.20 | | |~slope |0.60 |~dro | (very limited) | | (slightly limited) | | | | (moderately limited)| | (sl | | | | | | |~stickiness (surface)|0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Very limited | |Limited | |Limited | |Very limited | |Not  |~slope/erodibility |1.00 |~slope/erodibility |0.69 |~low strength |0.80 |~slope |1.00 |  | (very limited) | | (limited) | | (limited) | | (very limited) | |  | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Slightly limited | |Slightly limited | |Limited | |Limited | |Limi |~slope/erodibility |0.22 |~slope/erodibility |0.05 |~seasonal wetness |0.91 |~seasonal wetness |0.91 |~sea | (slightly limited) | | (slightly limited) | | (limited) | | (limited) | | (li | | | | |~low strength |0.80 |~low strength |0.50 |  | | | | | (limited) | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Moderately limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.33 |~slope/erodibility |0.07 |~low strength |0.80 |~low strength |0.50 |  | (moderately limited)| | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Freeburg-------|Moderately limited | |Slightly limited | |Limited | |Moderately limited | |Slig |~slope/erodibility |0.33 |~slope/erodibility |0.07 |~low strength |0.80 |~low strength |0.50 |~sea | (moderately limited)| | (slightly limited) | | (limited) | | (moderately limited)| | (sl | | | | |~seasonal wetness |0.34 |~seasonal wetness |0.34 |  | | | | | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Slightly limited | |Slightly limited | |Limited | |Moderately limited | |Mode |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |0.60 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (moderately limited)| | (mo | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Slightly limited | |Slightly limited | |Limited | |Moderately limited | |Mode |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |0.60 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (moderately limited)| | (mo | | | | |~seasonal wetness |0.49 |~low strength |0.50 |~sea | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | |~seasonal wetness |0.49 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Slightly limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.22 |~slope/erodibility |0.05 |~low strength |0.80 |~low strength |0.50 |  | (slightly limited) | | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Slightly limited | |Slightly limited | |Moderately limited | |Very limited | |Limi |~slope/erodibility |0.22 |~slope/erodibility |0.04 |~low strength |0.50 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (moderately limited)| | (very limited) | | (li | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Slightly limited | |Slightly limited | |Limited | |Very limited | |Limi |~slope/erodibility |0.22 |~slope/erodibility |0.04 |~low strength |0.80 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (very limited) | | (li | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 8b.--Forestland Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Potential erosion hazard | Potential erosion hazard | Soil rutting hazard | Log landing suitability |  soil name | (road/trail) | (off-road/off-trail) | | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Slightly limited | |Slightly limited | |Moderately limited | |Very limited | |Limi |~slope/erodibility |0.22 |~slope/erodibility |0.04 |~low strength |0.50 |~flooding |1.00 |~flo | (slightly limited) | | (slightly limited) | | (moderately limited)| | (very limited) | | (li | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Slightly limited | |Slightly limited | |Limited | |Moderately limited | |Mode |~slope/erodibility |0.11 |~slope/erodibility |0.02 |~low strength |0.80 |~flooding |0.60 |~flo | (slightly limited) | | (slightly limited) | | (limited) | | (moderately limited)| | (mo | | | | | | |~low strength |0.50 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Moderately limited | |Slightly limited | |Limited | |Moderately limited | |Not  |~slope/erodibility |0.33 |~slope/erodibility |0.07 |~low strength |0.80 |~low strength |0.50 |  | (moderately limited)| | (slightly limited) | | (limited) | | (moderately limited)| |  | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Slightly limited | |Slightly limited | |Not limited | |Not limited | |Not  |~slope/erodibility |0.25 |~slope/erodibility |0.08 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______
Jefferson County, Missouri 115

Table 9.--Windbreaks and Environmental Plantings

(Only the soils suitable for windbreaks and environmental plantings are listed. Absence of an entry indicates that

 trees generally do not grow to the given height.)

______________________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of--

 Map symbol |_____________________________________________________________________________________________________

 and soil name | <8 | 8-15 | 16-25 | 26-35 | >35 ______________________________________________________________________________________________________________________

 | | | | |

 | | | | |

60003: | | | | |

 Menfro---------|fragrant sumac |American plum, |Washington hawthorn,|tuliptree, northern |eastern white pine,

 | | southern arrowwood,| eastern redbud, | red oak, green ash,| Douglas fir

 | | gray dogwood | eastern redcedar | white fir |

 | | | | |

60024: | | | | |

 Menfro---------|fragrant sumac |American plum, gray |Washington hawthorn,|white fir, green |eastern white pine,

 | | dogwood, southern | eastern redbud, | ash, northern red | Douglas Fir

 | | arrowwood | eastern redcedar | oak, tuliptree |

 | | | | |

60025: | | | | |

 Urban land. | | | | |

 | | | | |

 Harvester------|fragrant sumac |American plum, gray |Washington hawthorn,|white fir, green |eastern white pine,

 | | dogwood, southern | eastern redbud, | ash, northern red | Douglas Fir

 | | arrowwood | eastern redcedar | oak, tuliptree |

 | | | | |

60038: | | | | |

 Pevely---------|common lilac, |Washington hawthorn,|common hackberry, | --- | ---

 | fragrant sumac, | gray dogwood, Amur | thornless | |

 | American plum | maple | honeylocust, | |

 | | | Virginia pine, | |

 | | | Austrian pine, | |

 | | | eastern redcedar | |

 | | | | |

 Holstein-------|fragrant sumac, |southern arrowwood, |eastern redcedar |Washington hawthorn,|thornless

 | American plum, | gray dogwood | | green ash, northern| honeylocust,

 | American | | | red oak, white fir | eastern white pine

 | cranberrybush | | | |

 | | | | |

60039, 60040 | | | | |

 Pevely---------|common lilac, |Washington hawthorn,|common hackberry, | --- | ---

 | fragrant sumac, | gray dogwood, Amur | thornless | |

 | American plum | maple | honeylocust, | |

 | | | Virginia pine, | |

 | | | Austrian pine, | |

 | | | eastern redcedar | |

 | | | | |

60042, 60043: | | | | |

 Menfro---------|fragrant sumac |American plum, gray |Washington hawthorn,|white fir, green |eastern white pine,

 | | dogwood, southern | eastern redbud, | ash, northern red | Douglas fir

 | | arrowwood | eastern redcedar | oak, tuliptree |

 | | | | |

60047: | | | | |

 Urban land. | | | | |

 | | | | |

 Harvester------|fragrant sumac |American plum, gray |Washington hawthorn,|white fir, green |eastern white pine

 | | dogwood, southern | eastern redbud, | ash, northern red |

 | | arrowwood | eastern redcedar | oak, tuliptree |

 | | | | |

60050: | | | | |

 Urban land. | | | | |

 | | | | |

 Deible---------|fragrant sumac, |blackhaw, gray |nannyberry, |sweetgum, green ash,|pin oak, eastern

 | American plum | dogwood | Washington | baldcypress | white pine

 | | | hawthorn, eastern | |

 | | | redcedar | |

 | | | | |
116 Soil Survey

Table 9.--Windbreaks and Environmental Plantings--Continued

______________________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of--

 Map symbol |_____________________________________________________________________________________________________

 and soil name | <8 | 8-15 | 16-25 | 26-35 | >35 ______________________________________________________________________________________________________________________

 | | | | |

 | | | | |

64007: | | | | |

 Freeburg-------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

64008, 64009: | | | | |

 Freeburg-------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

66000: | | | | |

 Moniteau-------|buttonbush |possumhaw |nannyberry, eastern |common hackberry, |eastern cottonwood

 | | | arborvitae, eastern| baldcypress, pin |

 | | | redcedar | oak |

 | | | | |

66014: | | | | |

 Haymond--------|fragrant sumac, |blackhaw, gray |nannyberry, |sweetgum, green ash,|pin oak, eastern

 | American plum | dogwood | Washington | white fir | white pine

 | | | hawthorn, eastern | |

 | | | redcedar | |

 | | | | |

66020: | | | | |

 Haynie---------|American plum |American holly, |Washington hawthorn,|bur oak, white fir, |green ash, eastern

 | | common chokecherry | autumn olive, | white spruce | cottonwood

 | | | nannyberry, eastern| |

 | | | redcedar | |

 | | | | |

66024: | | | | |

 Wilbur---------|fragrant sumac, |blackhaw, gray |nannyberry, |sweetgum, green ash,|pin oak, eastern

 | American plum | dogwood | Washington | white fir | white pine

 | | | hawthorn, eastern | |

 | | | redcedar | |

 | | | | |

66050: | | | | |

 Tice-----------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

66051: | | | | |

 Perche---------|fragrant sumac |silky dogwood, |Washington hawthorn,|sweetgum, green ash,|eastern white pine,

 | | American plum, gray| nannyberry | white fir, Norway | pin oak

 | | dogwood | | spruce |

 | | | | |

66053: | | | | |

 Fishpot--------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

 Urban land. | | | | |

 | | | | |

73046: | | | | |

 Wrengart-------|fragrant sumac, |American plum, |Washington hawthorn,|white fir, green |eastern white pine

 | redosier dogwood,| southern arrowwood | eastern redcedar | ash, northern red |

 | silky dogwood | | | oak |

 | | | | |

73210: | | | | |

 Goss-----------|fragrant sumac |American plum, gray |Washington hawthorn,|white fir, green |eastern white pine

 | | dogwood, southern | eastern redbud, | ash, northern red |

 | | arrowwood | eastern redcedar | oak, tuliptree |

 | | | | |
Jefferson County, Missouri 117

Table 9.--Windbreaks and Environmental Plantings--Continued

______________________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of--

 Map symbol |_____________________________________________________________________________________________________

 and soil name | <8 | 8-15 | 16-25 | 26-35 | >35 ______________________________________________________________________________________________________________________

 | | | | |

 | | | | |

73218: | | | | |

 Tiff-----------|fragrant sumac |American plum, gray |Washington hawthorn,|white fir, green |eastern white pine

 | | dogwood, southern | eastern redbud, | ash, northern red |

 | | arrowwood | eastern redcedar | oak, tuliptree |

 | | | | |

74644: | | | | |

 Deible---------|fragrant sumac, |blackhaw, gray |nannyberry, |sweetgum, green ash,|pin oak, eastern

 | American plum | dogwood | Washington | baldcypress | white pine

 | | | hawthorn, eastern | |

 | | | redcedar | |

 | | | | |

74676: | | | | |

 Urban land. | | | | |

 | | | | |

 Freeburg-------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

75385: | | | | |

 Gabriel--------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac, | dogwood | eastern arborvitae | ash, sweetgum | pin oak

 | silky dogwood | | | |

 | | | | |

75398: | | | | |

 Kaintuck-------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

75450: | | | | |

 Bloomsdale-----|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | |

75452: | | | | |

 Gladden--------|American plum, |blackhaw, gray |Washington hawthorn,|baldcypress, green |eastern white pine,

 | fragrant sumac | dogwood | nannyberry, eastern| ash, sweetgum | pin oak

 | | | redcedar | |

 | | | | | _______________________________________________________________________________________________________________________
Table 10.--Recreational Site Development (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investi

 The numbers in the value columns range from 0.00 to 1.00. The larger the value, the greater the potential limitati See text for further explanation of ratings in this table.) _________________________________________________________________________________________________________________________ | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | _________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 60003: | | | | | | |  Menfro-------|Limited | |Limited | |Very limited | |Very limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |~erodes easily  | (limited) | | (limited) | | (very limited) | | (very limited)  | | | | | | | 60024: | | | | | | |  Menfro-------|Not limited | |Not limited | |Limited | |Not limited  | | | | |~slope |0.98 |  | | | | | (limited) | |  | | | | | | | 60025: | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  Harvester----|Slightly limited | |Slightly limited | |Limited | |Not limited  |~percs slowly |0.19 |~percs slowly |0.19 |~slope |0.98 |  | (slightly limited) | | (slightly limited) | | (limited) | |  | | | | |~percs slowly |0.19 |  | | | | | (slightly limited) | |  | | | | | | | 60037: | | | | | | |  Wrengart-----|Limited | |Limited | |Very limited | |Very limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |~erodes easily  | (limited) | | (limited) | | (very limited) | | (very limited)  |~wetness |0.15 |~percs slowly |0.13 |~wetness |0.15 |~wetness  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited)  |~percs slowly |0.13 |~wetness |0.04 |~percs slowly |0.13 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | 60038: | | | | | | |  Pevely-------|Very limited | |Very limited | |Very limited | |Moderately limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (moderately limited) | | | | |~depth to bedrock |0.09 |  | | | | | (slightly limited) | |  | | | | | | |  Holstein-----|Very limited | |Very limited | |Very limited | |Moderately limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (moderately limited) | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 60039: | | | | | | |  Pevely-------|Slightly limited | |Slightly limited | |Very limited | |Not limited  |~slope |0.04 |~slope |0.04 |~slope |1.00 |  | (slightly limited) | | (slightly limited) | | (very limited) | |  | | | | |~depth to bedrock |0.09 |  | | | | | (slightly limited) | |  | | | | | | | 60040: | | | | | | |  Pevely-------|Very limited | |Very limited | |Very limited | |Limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (limited)  | | | | |~depth to bedrock |0.09 |  | | | | | (slightly limited) | |  | | | | | | | 60041: | | | | | | |  Brussels-----|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~large stones >25% |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~large surface stones|1.00 |~large surface stones|1.00 |~slope |1.00 |~large surface stones | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~large stones |0.77 |~large stones |0.77 |~too clayey |0.60 |~large stones  | (limited) | | (limited) | | (moderately limited)| | (limited)  | | | | | | |  Rock | | | | | | |  outcrop-----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 60042: | | | | | | |  Menfro-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~erodes easily  | (very limited) | | (very limited) | | (very limited) | | (very limited)  | | | | | | |~slope  | | | | | | | (limited)  | | | | | | | 60043: | | | | | | |  Menfro-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  | | | | | | |~erodes easily  | | | | | | | (very limited)  | | | | | | | 60044: | | | | | | |  Minnith------|Not limited | |Not limited | |Limited | |Not limited  | | | | |~slope |0.98 |  | | | | | (limited) | |  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 60045: | | | | | | |  Minnith------|Limited | |Limited | |Very limited | |Very limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |~erodes easily  | (limited) | | (limited) | | (very limited) | | (very limited)  | | | | | | | 60046: | | | | | | |  Minnith------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~erodes easily  | (very limited) | | (very limited) | | (very limited) | | (very limited)  | | | | | | |~slope  | | | | | | | (limited)  | | | | | | | 60047: | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  Harvester----|Limited | |Limited | |Very limited | |Not limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |  | (limited) | | (limited) | | (very limited) | |  |~percs slowly |0.19 |~percs slowly |0.19 |~percs slowly |0.19 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | 60048: | | | | | | |  Weingarten---|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~erodes easily  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |~slope  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (very limited)  | | | | | | | 60049: | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  Horsecreek---|Not limited | |Not limited | |Moderately limited | |Not limited  | | | | |~slope |0.40 |  | | | | | (moderately limited)| |  | | | | | | | 60050: | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  Deible-------|Very limited | |Very limited | |Very limited | |Very limited  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness  | (very limited) | | (very limited) | | (very limited) | | (very limited)  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 64007: | | | | | | |  Freeburg-----|Very limited | |Limited | |Very limited | |Limited  |~flooding |1.00 |~wetness |0.68 |~wetness |1.00 |~wetness  | (very limited) | | (limited) | | (very limited) | | (limited)  |~wetness |1.00 |~percs slowly |0.13 |~flooding |0.60 |  | (very limited) | | (slightly limited) | | (moderately limited)| |  |~percs slowly |0.13 | | |~percs slowly |0.13 |  | (slightly limited) | | | | (slightly limited) | |  | | | | | | | 64008, 64009: | | | | | | |  Freeburg-----|Very limited | |Limited | |Very limited | |Limited  |~wetness |1.00 |~wetness |0.68 |~wetness |1.00 |~wetness  | (very limited) | | (limited) | | (very limited) | | (limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | |~slope |0.10 |  | | | | | (slightly limited) | |  | | | | | | | 66000: | | | | | | |  Moniteau-----|Very limited | |Very limited | |Very limited | |Very limited  |~flooding |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~wetness |1.00 |~percs slowly |0.13 |~flooding |0.60 |  | (very limited) | | (slightly limited) | | (moderately limited)| |  |~percs slowly |0.13 | | |~percs slowly |0.13 |  | (slightly limited) | | | | (slightly limited) | |  | | | | | | | 66014: | | | | | | |  Haymond------|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) | | | | | | | 66020: | | | | | | |  Haynie-------|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) | | | | | | | 66024: | | | | | | |  Wilbur-------|Very limited | |Limited | |Very limited | |Limited  |~flooding |1.00 |~wetness |0.60 |~flooding |1.00 |~wetness  | (very limited) | | (limited) | | (very limited) | | (limited)  |~wetness |0.97 |~flooding |0.60 |~wetness |0.97 |~flooding  | (limited) | | (moderately limited)| | (limited) | | (moderately limited) | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 66050: | | | | | | |  Tice---------|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) |~wetness |0.80 |~too clayey |0.60 |~wetness |0.80 |~too clayey  | (limited) | | (moderately limited)| | (limited) | | (moderately limited) |~too clayey |0.60 |~wetness |0.45 |~too clayey |0.60 |~wetness  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited) | | | | | | | 66051: | | | | | | |  Perche-------|Very limited | |Slightly limited | |Moderately limited | |Slightly limited  |~flooding |1.00 |~wetness |0.09 |~flooding |0.60 |~wetness  | (very limited) | | (slightly limited) | | (moderately limited)| | (slightly limited)  |~wetness |0.33 | | |~wetness |0.33 |  | (moderately limited)| | | | (moderately limited)| |  | | | | | | | 66052: | | | | | | |  Waldron------|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) |~wetness |0.60 |~too clayey |0.60 |~wetness |0.60 |~too clayey  | (limited) | | (moderately limited)| | (limited) | | (moderately limited) |~too clayey |0.60 |~percs slowly |0.39 |~too clayey |0.60 |~wetness  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (slightly limited)  | | | | | | | 66053: | | | | | | |  Fishpot------|Slightly limited | |Slightly limited | |Slightly limited | |Not limited  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 73046: | | | | | | |  Wrengart-----|Slightly limited | |Slightly limited | |Limited | |Slightly limited  |~wetness |0.15 |~wetness |0.04 |~slope |0.98 |~wetness  | (slightly limited) | | (slightly limited) | | (limited) | | (slightly limited)  | | | | |~wetness |0.15 |  | | | | | (slightly limited) | |  | | | | | | | 73090: | | | | | | |  Useful-------|Slightly limited | |Slightly limited | |Limited | |Not limited  |~percs slowly |0.13 |~percs slowly |0.13 |~slope |0.98 |  | (slightly limited) | | (slightly limited) | | (limited) | |  | | | | |~percs slowly |0.13 |  | | | | | (slightly limited) | |  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation 

 __________ _____ __________ _____ __________ _____ __________ 

 | | | | | | | 

73200: | | | | | | | 

 Sonsac-------|Limited | |Limited | |Very limited | |Limited 

 |~large surface stones|0.80 |~large surface stones|0.80 |~slope |1.00 |~large surface stones

 | (limited) | | (limited) | | (very limited) | | (limited) 

 |~percs slowly |0.40 |~percs slowly |0.40 |~small stones |1.00 | 

 | (moderately limited)| | (moderately limited)| | (very limited) | | 

 |~small stones |0.30 |~small stones |0.30 |~percs slowly |0.40 | 

 | (moderately limited)| | (moderately limited)| | (moderately limited)| | 

 | | | | | | | 

73201: | | | | | | | 

 Sonsac-------|Very limited | |Very limited | |Very limited | |Very limited 

 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope 

 | (very limited) | | (very limited) | | (very limited) | | (very limited) 

 |~large surface stones|0.80 |~large surface stones|0.80 |~small stones |1.00 |~large surface stones

 | (limited) | | (limited) | | (very limited) | | (limited) 

 |~percs slowly |0.40 |~percs slowly |0.40 |~percs slowly |0.40 | 

 | (moderately limited)| | (moderately limited)| | (moderately limited)| | 

 | | | | | | | 

73202: | | | | | | | 

 Rueter-------|Moderately limited | |Moderately limited | |Very limited | |Not limited 

 |~small stones |0.44 |~small stones |0.44 |~slope |1.00 | 

 | (moderately limited)| | (moderately limited)| | (very limited) | | 

 |~slope |0.04 |~slope |0.04 |~small stones |1.00 | 

 | (slightly limited) | | (slightly limited) | | (very limited) | | 

 | | | | |~large stones |0.64 | 

 | | | | | (limited) | | 

 | | | | | | | 

73203: | | | | | | | 

 Rueter-------|Very limited | |Very limited | |Very limited | |Very limited 

 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope 

 | (very limited) | | (very limited) | | (very limited) | | (very limited) 

 |~small stones |0.44 |~small stones |0.44 |~small stones |1.00 | 

 | (moderately limited)| | (moderately limited)| | (very limited) | | 

 | | | | |~large stones |0.64 | 

 | | | | | (limited) | | 

 | | | | | | | 

 Sonsac-------|Very limited | |Very limited | |Very limited | |Very limited 

 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope 

 | (very limited) | | (very limited) | | (very limited) | | (very limited) 

 |~large surface stones|0.80 |~large surface stones|0.80 |~small stones |1.00 |~large surface stones

 | (limited) | | (limited) | | (very limited) | | (limited) 

 |~percs slowly |0.40 |~percs slowly |0.40 |~percs slowly |0.40 | 

 | (moderately limited)| | (moderately limited)| | (moderately limited)| | 

 | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 73204: | | | | | | |  Ramsey-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~shallow to bedrock |0.90 |~shallow to bedrock |0.90 |~bedrock <20 in. |1.00 |  | (limited) | | (limited) | | (very limited) | |  |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | |  Rock | | | | | | |  outcrop-----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 73205: | | | | | | |  Useful-------|Limited | |Limited | |Very limited | |Very limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |~erodes easily  | (limited) | | (limited) | | (very limited) | | (very limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | 73206: | | | | | | |  Useful-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~erodes easily  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |~slope  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (very limited)  | | | | | | | 73207: | | | | | | |  Caneyville---|Slightly limited | |Slightly limited | |Limited | |Not limited  |~percs slowly |0.13 |~percs slowly |0.13 |~slope |0.98 |  | (slightly limited) | | (slightly limited) | | (limited) | |  | | | | |~depth to bedrock |0.24 |  | | | | | (slightly limited) | |  | | | | |~percs slowly |0.13 |  | | | | | (slightly limited) | |  | | | | | | | 73208: | | | | | | |  Caneyville---|Limited | |Limited | |Very limited | |Very limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |~erodes easily  | (limited) | | (limited) | | (very limited) | | (very limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~depth to bedrock |0.18 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | |~percs slowly |0.13 |  | | | | | (slightly limited) | |  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 73209: | | | | | | |  Caneyville---|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~erodes easily  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~depth to bedrock |0.18 |~slope  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (limited)  | | | | |~percs slowly |0.13 |  | | | | | (slightly limited) | |  | | | | | | | 73210: | | | | | | |  Goss---------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~large surface stones|1.00 |~large surface stones|1.00 |~large stones >25% |1.00 |~large surface stones | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~small stones |0.37 |~small stones |0.37 |~small stones |1.00 |~large stones  | (moderately limited)| | (moderately limited)| | (very limited) | | (slightly limited)  | | | | | | | 73211: | | | | | | |  Gasconade----|Very limited | |Very limited | |Very limited | |Very limited  |~large surface stones|1.00 |~large surface stones|1.00 |~bedrock <20 in. |1.00 |~large surface stones | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~too clayey |1.00 |~too clayey |1.00 |~slope |1.00 |~too clayey  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~shallow to bedrock |0.90 |~shallow to bedrock |0.90 |~small stones |1.00 |  | (limited) | | (limited) | | (very limited) | |  | | | | | | |  Rock | | | | | | |  outcrop-----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 73212: | | | | | | |  Gasconade----|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~large surface stones|1.00 |~slope |1.00 |~large surface stones | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~large surface stones|1.00 |~slope |1.00 |~bedrock <20 in. |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~too clayey |1.00 |~too clayey |1.00 |~small stones |1.00 |~too clayey  | (very limited) | | (very limited) | | (very limited) | | (very limited)  | | | | | | |  Rock | | | | | | |  outcrop-----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 73213: | | | | | | |  Moko---------|Very limited | |Very limited | |Very limited | |Very limited  |~large surface stones|1.00 |~large surface stones|1.00 |~bedrock <20 in. |1.00 |~large surface stones | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~shallow to bedrock |0.90 |~shallow to bedrock |0.90 |~slope |1.00 |  | (limited) | | (limited) | | (very limited) | |  |~percs slowly |0.57 |~percs slowly |0.57 |~small stones |1.00 |  | (moderately limited)| | (moderately limited)| | (very limited) | |  | | | | | | |  Rock | | | | | | |  outcrop-----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 73214: | | | | | | |  Moko---------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~large surface stones|1.00 |~large surface stones|1.00 |~bedrock <20 in. |1.00 |~large surface stones | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~shallow to bedrock |0.90 |~shallow to bedrock |0.90 |~small stones |1.00 |  | (limited) | | (limited) | | (very limited) | |  | | | | | | |  Rock | | | | | | |  outcrop-----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 73215: | | | | | | |  Crider-------|Not limited | |Not limited | |Limited | |Not limited  | | | | |~slope |0.98 |  | | | | | (limited) | |  | | | | | | | 73216: | | | | | | |  Crider-------|Limited | |Limited | |Very limited | |Not limited  |~slope |0.63 |~slope |0.63 |~slope |1.00 |  | (limited) | | (limited) | | (very limited) | |  | | | | | | | 73217: | | | | | | |  Useful-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~erodes easily  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |~slope  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (very limited)  | | | | | | |  Sonsac-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~large surface stones|0.80 |~large surface stones|0.80 |~small stones |1.00 |~large surface stones | (limited) | | (limited) | | (very limited) | | (limited)  |~percs slowly |0.40 |~percs slowly |0.40 |~percs slowly |0.40 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| |  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 73218: | | | | | | |  Tiff---------|Very limited | |Very limited | |Very limited | |Very limited  |~too clayey |1.00 |~too clayey |1.00 |~too clayey |1.00 |~too clayey  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~small stones |0.48 |~small stones |0.48 |~small stones |1.00 |  | (moderately limited)| | (moderately limited)| | (very limited) | |  |~slope |0.16 |~slope |0.16 |~slope |1.00 |  | (slightly limited) | | (slightly limited) | | (very limited) | |  | | | | | | | 73219: | | | | | | |  Rueter-------|Very limited | |Very limited | |Very limited | |Very limited  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope  | (very limited) | | (very limited) | | (very limited) | | (very limited)  |~small stones |0.44 |~small stones |0.44 |~small stones |1.00 |  | (moderately limited)| | (moderately limited)| | (very limited) | |  | | | | |~large stones |0.64 |  | | | | | (limited) | |  | | | | | | | 74644: | | | | | | |  Deible-------|Very limited | |Very limited | |Very limited | |Very limited  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness  | (very limited) | | (very limited) | | (very limited) | | (very limited)  | | | | | | | 74675: | | | | | | |  Horsecreek---|Not limited | |Not limited | |Slightly limited | |Not limited  | | | | |~slope |0.10 |  | | | | | (slightly limited) | |  | | | | | | | 74676: | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  Freeburg-----|Very limited | |Limited | |Very limited | |Limited  |~wetness |1.00 |~wetness |0.68 |~wetness |1.00 |~wetness  | (very limited) | | (limited) | | (very limited) | | (limited)  |~percs slowly |0.13 |~percs slowly |0.13 |~percs slowly |0.13 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | |~slope |0.10 |  | | | | | (slightly limited) | |  | | | | | | | 75375: | | | | | | |  Horsecreek---|Very limited | |Not limited | |Moderately limited | |Not limited  |~flooding |1.00 | | |~flooding |0.60 |  | (very limited) | | | | (moderately limited)| |  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 75385: | | | | | | |  Gabriel------|Very limited | |Limited | |Very limited | |Limited  |~flooding |1.00 |~wetness |0.86 |~wetness |1.00 |~wetness  | (very limited) | | (limited) | | (very limited) | | (limited)  |~wetness |1.00 |~percs slowly |0.13 |~flooding |0.60 |  | (very limited) | | (slightly limited) | | (moderately limited)| |  |~percs slowly |0.13 | | |~percs slowly |0.13 |  | (slightly limited) | | | | (slightly limited) | |  | | | | | | | 75390: | | | | | | |  Razort-------|Limited | |Not limited | |Slightly limited | |Not limited  |~flooding (rare) |0.90 | | |~small stones |0.08 |  | (limited) | | | | (slightly limited) | |  | | | | | | | 75398: | | | | | | |  Kaintuck-----|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) | | | | | | | 75450: | | | | | | |  Bloomsdale---|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) | | | | | | | 75452: | | | | | | |  Gladden------|Very limited | |Moderately limited | |Very limited | |Moderately limited  |~flooding |1.00 |~flooding |0.60 |~flooding |1.00 |~flooding  | (very limited) | | (moderately limited)| | (very limited) | | (moderately limited) | | | | | | | 75453: | | | | | | |  Sturkie------|Very limited | |Not limited | |Moderately limited | |Not limited  |~flooding |1.00 | | |~flooding |0.60 |  | (very limited) | | | | (moderately limited)| |  | | | | | | | 75454: | | | | | | |  Urban land---|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  Razort-------|Limited | |Not limited | |Slightly limited | |Not limited  |~flooding (rare) |0.90 | | |~slope |0.10 |  | (limited) | | | | (slightly limited) | |  | | | | |~small stones |0.08 |  | | | | | (slightly limited) | |  | | | | | | | 
Table 10.--Recreational Site Development--Continued ________________________________________________________________________________________________________________________

 | | | | Map symbol and| Camp areas | Picnic areas | Playgrounds | Paths and trails soil name | | | | ________________________________________________________________________________________________________________________ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation  __________ _____ __________ _____ __________ _____ __________  | | | | | | | 99000: | | | | | | |  Pits, | | | | | | |  quarries----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 99001: | | | | | | |  Water--------|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 99003: | | | | | | |  Miscellaneous| | | | | | |  water-------|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 99005: | | | | | | |  Landfills----|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | | 99009: | | | | | | |  Udorthents---|Very limited | |Very limited | |Very limited | |Not limited  |~percs slowly |1.00 |~percs slowly |1.00 |~percs slowly |1.00 |  | (very limited) | | (very limited) | | (very limited) | |  | | | | |~slope |0.40 |  | | | | | (moderately limited)| |  | | | | | | |  Pits---------|Not rated | |Not rated | |Not rated | |Not rated  | | | | | | |  ________________________________________________________________________________________________________________________
Table 11a.--Wildlife Habitat Suitability (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003, 60024: | | | | | | | | |  Menfro---------|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Slightly limited | |Slightly limited | |Not limited | |Not limited | |Not  |~percs slowly |0.19 |~percs slowly |0.19 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  |~droughty |0.01 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~wetness |0.31 |~wetness |0.31 |~wetness |0.31 |~wetness |0.31 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  |~droughty |0.02 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~high erodibility |0.80 |~high erodibility |0.80 |~wetness |0.19 |~wetness |0.19 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~slope |0.30 |~slope |0.30 | | |~depth to bedrock |0.09 |~dep | (moderately limited)| | (moderately limited)| | | | (slightly limited) | | (sl |~wetness |0.19 |~wetness |0.19 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | |  Holstein-------|Limited | |Limited | |Not limited | |Not limited | |Not  |~high erodibility |0.80 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~slope |0.30 |~slope |0.30 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~high erodibility |0.80 |~high erodibility |0.80 |~wetness |0.19 |~wetness |0.19 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~wetness |0.19 |~wetness |0.19 | | |~depth to bedrock |0.09 |~dep | (slightly limited) | | (slightly limited) | | | | (slightly limited) | | (sl |~depth to bedrock |0.09 |~depth to bedrock |0.09 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~high erodibility |0.80 |~high erodibility |0.80 |~wetness |0.19 |~wetness |0.19 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~slope |0.60 |~slope |0.60 | | |~depth to bedrock |0.09 |~dep | (moderately limited)| | (moderately limited)| | | | (slightly limited) | | (sl |~wetness |0.19 |~wetness |0.19 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Limited | |Limited | |Limi |~droughty |1.00 |~large stones >35% |1.00 |~large stones |0.77 |~large stones |0.77 |~lar | (very limited) | | (very limited) | | (limited) | | (limited) | | (li |~large stones >35% |1.00 |~slope |1.00 |~too clayey |0.12 |~too clayey |0.12 |~dro | (very limited) | | (very limited) | | (slightly limited) | | (slightly limited) | | (sl |~slope |1.00 |~high erodibility |0.80 |~droughty |0.12 |~droughty |0.12 |  | (very limited) | | (limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042: | | | | | | | | |  Menfro---------|Limited | |Limited | |Not limited | |Not limited | |Not  |~high erodibility |0.80 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~slope |0.42 |~slope |0.42 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  | | | | | | | | | 60043: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Not limited | |Not limited | |Not  |~slope |1.00 |~slope |1.00 | | | | |  | (very limited) | | (very limited) | | | | | |  | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Not limited | |Not limited | |Not limited | |Not limited | |Slig | | | | | | | | |~wet | | | | | | | | | (sl | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Not limited | |Not limited | |Not limited | |Not limited | |Slig | | | | | | | | |~wet | | | | | | | | | (sl | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Moderately limited | |Moderately limited | |Not limited | |Not limited | |Slig |~slope |0.60 |~slope |0.60 | | | | |~wet | (moderately limited)| | (moderately limited)| | | | | | (sl | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Slightly limited | |Slightly limited | |Not limited | |Not limited | |Not  |~percs slowly |0.19 |~percs slowly |0.19 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  |~droughty |0.01 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Limited | |Limited | |Not limited | |Not limited | |Not  |~slope |0.99 |~slope |0.99 | | | | |  | (limited) | | (limited) | | | | | |  |~high erodibility |0.80 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |1.00 |~droughty |0.20 |~droughty |0.20 |~droughty |0.20 |~dro | (very limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~flooding |0.60 |~flooding |0.60 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 64008, 64009: | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~flooding |0.60 |~flooding |0.60 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Limited | |Limited | |Not limited | |Not limited | |Not  |~flooding |0.90 |~flooding |0.90 | | | | |  | (limited) | | (limited) | | | | | |  | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Slig |~flooding |0.90 |~flooding |0.90 |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 |~flo | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Limited | |Limited | |Moderately limited | |Moderately limited | |Limi |~flooding |0.90 |~flooding |0.90 |~wetness |0.60 |~wetness |0.60 |~wet | (limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (li |~wetness |0.60 |~wetness |0.60 |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 |~flo | (moderately limited)| | (moderately limited)| | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Limited | |Limited | |Moderately limited | |Moderately limited | |Limi |~flooding |0.90 |~flooding |0.90 |~wetness |0.53 |~wetness |0.53 |~wet | (limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (li |~wetness |0.53 |~wetness |0.53 |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 |~flo | (moderately limited)| | (moderately limited)| | (slightly limited) | | (slightly limited) | | (sl |~too clayey |0.03 |~too clayey |0.03 |~too clayey |0.03 |~too clayey |0.03 |  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~flooding |0.60 |~flooding |0.60 |~wetness |0.34 |~wetness |0.34 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo |~wetness |0.34 |~wetness |0.34 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Limited | |Limited | |Moderately limited | |Moderately limited | |Mode |~flooding |0.90 |~flooding |0.90 |~wetness |0.44 |~wetness |0.44 |~wet | (limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (mo |~wetness |0.44 |~wetness |0.44 |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 |~flo | (moderately limited)| | (moderately limited)| | (slightly limited) | | (slightly limited) | | (sl |~percs slowly |0.39 |~percs slowly |0.39 |~too clayey |0.16 |~too clayey |0.16 |  | (moderately limited)| | (moderately limited)| | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Slightly limited | |Slightly limited | |Not limited | |Not limited | |Slig |~percs slowly |0.13 |~percs slowly |0.13 | | | | |~wet | (slightly limited) | | (slightly limited) | | | | | | (sl |~droughty |0.09 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~moderate erodibility|0.50 |~moderate erodibility|0.50 |~wetness |0.31 |~wetness |0.31 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo |~droughty |0.39 |~wetness |0.31 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  |~wetness |0.31 | | | | | | |  | (moderately limited)| | | | | | | |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~high erodibility |0.80 |~high erodibility |0.80 |~wetness |0.13 |~wetness |0.13 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~wetness |0.13 |~wetness |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Very limited | |Limited | |Slightly limited | |Slightly limited | |Slig |~droughty |1.00 |~high erodibility |0.80 |~droughty |0.12 |~depth to bedrock |0.29 |~dep | (very limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~high erodibility |0.80 |~percs slowly |0.40 |~small stones |0.03 |~droughty |0.12 |~dro | (limited) | | (moderately limited)| | (slightly limited) | | (slightly limited) | | (sl |~percs slowly |0.40 |~small stones |0.30 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Limited | |Slightly limited | |Slightly limited | |Slig |~droughty |1.00 |~high erodibility |0.80 |~droughty |0.12 |~depth to bedrock |0.29 |~dep | (very limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~high erodibility |0.80 |~slope |0.80 |~small stones |0.03 |~droughty |0.12 |~dro | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~slope |0.80 |~percs slowly |0.40 | | | | |  | (limited) | | (moderately limited)| | | | | |  | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Limited | |Moderately limited | |Slightly limited | |Not limited | |Not  |~droughty |0.99 |~small stones |0.44 |~small stones |0.07 | | |  | (very limited) | | (moderately limited)| | (slightly limited) | | | |  |~small stones |0.44 |~large stones |0.03 | | | | |  | (moderately limited)| | (slightly limited) | | | | | |  |~large stones |0.03 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Limited | |Limited | |Slightly limited | |Not limited | |Not  |~droughty |0.99 |~slope |0.99 |~small stones |0.07 | | |  | (very limited) | | (limited) | | (slightly limited) | | | |  |~slope |0.99 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~high erodibility |0.80 |~small stones |0.44 | | | | |  | (limited) | | (moderately limited)| | | | | |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73203: | | | | | | | | |  Sonsac---------|Very limited | |Limited | |Slightly limited | |Slightly limited | |Slig |~droughty |1.00 |~slope |0.99 |~droughty |0.12 |~depth to bedrock |0.29 |~dep | (very limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~slope |0.99 |~high erodibility |0.80 |~small stones |0.03 |~droughty |0.12 |~dro | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~high erodibility |0.80 |~percs slowly |0.40 | | | | |  | (limited) | | (moderately limited)| | | | | |  | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~bedrock <20 in. |1.00 |~droughty |1.00 |~bedrock <20 in. |1.00 |~bed | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~droughty |1.00 | | |~droughty |1.00 |~dro | (very limited) | | (very limited) | | | | (very limited) | | (ve |~slope |0.99 |~slope |0.99 | | | | |  | (limited) | | (limited) | | | | | |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~high erodibility |0.80 |~high erodibility |0.80 |~wetness |0.13 |~wetness |0.13 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~wetness |0.13 |~wetness |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~high erodibility |0.80 |~high erodibility |0.80 |~wetness |0.13 |~wetness |0.13 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~slope |0.80 |~slope |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~wetness |0.13 |~wetness |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Slightly limited | |Slightly limited | |Not limited | |Slightly limited | |Slig |~depth to bedrock |0.24 |~depth to bedrock |0.24 | | |~depth to bedrock |0.24 |~dep | (slightly limited) | | (slightly limited) | | | | (slightly limited) | | (sl |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  |~droughty |0.10 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Limited | |Limited | |Not limited | |Slightly limited | |Slig |~droughty |0.97 |~high erodibility |0.80 | | |~depth to bedrock |0.18 |~dep | (limited) | | (limited) | | | | (slightly limited) | | (sl |~high erodibility |0.80 |~depth to bedrock |0.18 | | | | |  | (limited) | | (slightly limited) | | | | | |  |~depth to bedrock |0.18 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Limited | |Limited | |Not limited | |Slightly limited | |Slig |~droughty |0.97 |~high erodibility |0.80 | | |~depth to bedrock |0.18 |~dep | (limited) | | (limited) | | | | (slightly limited) | | (sl |~high erodibility |0.80 |~slope |0.42 | | | | |  | (limited) | | (moderately limited)| | | | | |  |~slope |0.42 |~depth to bedrock |0.18 | | | | |  | (moderately limited)| | (slightly limited) | | | | | |  | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Limited | |Moderately limited | |Moderately limited | |Mode |~droughty |1.00 |~slope |0.87 |~droughty |0.34 |~droughty |0.34 |~dro | (very limited) | | (limited) | | (moderately limited)| | (moderately limited)| | (mo |~slope |0.87 |~high erodibility |0.80 |~large stones |0.17 |~large stones |0.17 |~lar | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~high erodibility |0.80 |~large stones |0.45 |~small stones |0.05 | | |  | (limited) | | (moderately limited)| | (slightly limited) | | | |  | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~too clayey |0.60 |~bedrock <20 in. |1.00 |~bed | (very limited) | | (very limited) | | (moderately limited)| | (very limited) | | (ve |~small stones |0.73 |~small stones |0.73 |~small stones |0.15 |~too clayey |0.60 |  | (limited) | | (limited) | | (slightly limited) | | (moderately limited)| |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~too clayey |0.60 |~bedrock <20 in. |1.00 |~bed | (very limited) | | (very limited) | | (moderately limited)| | (very limited) | | (ve |~slope |0.91 |~slope |0.91 |~small stones |0.15 |~too clayey |0.60 |  | (limited) | | (limited) | | (slightly limited) | | (moderately limited)| |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73212: | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~small stones |0.03 |~bedrock <20 in. |1.00 |~bed | (very limited) | | (very limited) | | (slightly limited) | | (very limited) | | (ve |~high erodibility |0.80 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~small stones |0.03 |~bedrock <20 in. |1.00 |~bed | (very limited) | | (very limited) | | (slightly limited) | | (very limited) | | (ve |~slope |0.87 |~slope |0.87 | | | | |  | (limited) | | (limited) | | | | | |  | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Limited | |Limited | |Not limited | |Not limited | |Not  |~high erodibility |0.80 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Limited | |Limited | |Slightly limited | |Slightly limited | |Mode |~slope |0.99 |~slope |0.99 |~wetness |0.13 |~wetness |0.13 |~wet | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (mo |~high erodibility |0.80 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~wetness |0.13 |~wetness |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73217: | | | | | | | | |  Sonsac---------|Very limited | |Limited | |Slightly limited | |Slightly limited | |Slig |~droughty |1.00 |~slope |0.99 |~droughty |0.12 |~depth to bedrock |0.29 |~dep | (very limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~slope |0.99 |~high erodibility |0.80 |~small stones |0.03 |~droughty |0.12 |~dro | (limited) | | (limited) | | (slightly limited) | | (slightly limited) | | (sl |~high erodibility |0.80 |~percs slowly |0.40 | | | | |  | (limited) | | (moderately limited)| | | | | |  | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Very limited | |Limited | |Limited | |Limited | |Slig |~droughty |1.00 |~too clayey |0.76 |~too clayey |0.76 |~too clayey |0.76 |~dro | (very limited) | | (limited) | | (limited) | | (limited) | | (sl |~too clayey |0.76 |~small stones |0.48 |~droughty |0.24 |~droughty |0.24 |  | (limited) | | (moderately limited)| | (slightly limited) | | (slightly limited) | |  |~small stones |0.48 |~droughty |0.24 |~small stones |0.08 | | |  | (moderately limited)| | (slightly limited) | | (slightly limited) | | | |  | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Limited | |Limited | |Slightly limited | |Not limited | |Not  |~droughty |0.99 |~slope |0.99 |~small stones |0.07 | | |  | (very limited) | | (limited) | | (slightly limited) | | | |  |~slope |0.99 |~high erodibility |0.80 | | | | |  | (limited) | | (limited) | | | | | |  |~high erodibility |0.80 |~small stones |0.44 | | | | |  | (limited) | | (moderately limited)| | | | | |  | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |1.00 |~droughty |0.20 |~droughty |0.20 |~droughty |0.20 |~dro | (very limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Moderately limited | |Moderately limited | |Not limited | |Not limited | |Not  |~flooding |0.60 |~flooding |0.60 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.86 |~wetness |0.86 |~wetness |0.86 |~wetness |0.86 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~flooding |0.60 |~flooding |0.60 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  |~percs slowly |0.13 |~percs slowly |0.13 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Limited | |Limited | |Not limited | |Not limited | |Not  |~flooding |0.90 |~flooding |0.90 | | | | |  | (limited) | | (limited) | | | | | |  |~droughty |0.34 | | | | | | |  | (moderately limited)| | | | | | | |  | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Limited | |Limited | |Not limited | |Not limited | |Not  |~flooding |0.90 |~flooding |0.90 | | | | |  | (limited) | | (limited) | | | | | |  |~droughty |0.72 | | | | | | |  | (limited) | | | | | | | |  | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Limited | |Limited | |Not limited | |Not limited | |Not  |~flooding |0.90 |~flooding |0.90 | | | | |  | (limited) | | (limited) | | | | | |  | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Moderately limited | |Moderately limited | |Not limited | |Not limited | |Not  |~flooding |0.60 |~flooding |0.60 | | | | |  | (moderately limited)| | (moderately limited)| | | | | |  | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Not limited | |Not limited | |Not limited | |Not limited | |Not  | | | | | | | | | 
Table 11a.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Grain and seed crops (for | Domestic grasses and | Upland wild herbaceous | Upland shrubs and vines | Up soil name | use as food and cover) | legumes (for use as food | plants | | | | and cover) | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Very limited | |Very limited | |Not limited | |Not limited | |Not  |~percs slowly |1.00 |~percs slowly |1.00 | | | | |  | (very limited) | | (very limited) | | | | | |  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________________

 | 
Table 11b.--Wildlife Habitat Suitability (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~slo | | | (limited) | | | | | | (li | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  | | | | | | | | |  | | | | | | | | |  Harvester------|Not limited | |Very limited | |Moderately limited | |Very limited | |Limi | | |~deep to water |1.00 |~deep to water |0.36 |~deep to water |1.00 |~slo | | | (very limited) | | (moderately limited)| | (very limited) | | (li | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (mo | | | | | | | | |~see | | | | | | | | | (sl | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Moderately limited | |Limited | |Not limited | |Moderately limited | |Very  |~wetness |0.46 |~infrequent flooding |0.80 | | |~deep to water |0.58 |~slo | (moderately limited)| | (limited) | | | | (moderately limited)| | (ve | | |~deep to water |0.58 | | | | |~see | | | (moderately limited)| | | | | | (sl | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Moderately limited | |Limited | |Not limited | |Limited | |Very  |~wetness |0.40 |~infrequent flooding |0.80 | | |~deep to water |0.74 |~slo | (moderately limited)| | (limited) | | | | (limited) | | (ve |~depth to bedrock |0.09 |~deep to water |0.74 | | | | |~see | (slightly limited) | | (limited) | | | | | | (mo | | | | | | | | |  Holstein-------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 60039, 60040: | | | | | | | | |  Pevely---------|Moderately limited | |Limited | |Not limited | |Limited | |Very  |~wetness |0.40 |~infrequent flooding |0.80 | | |~deep to water |0.74 |~slo | (moderately limited)| | (limited) | | | | (limited) | | (ve |~depth to bedrock |0.09 |~deep to water |0.74 | | | | |~see | (slightly limited) | | (limited) | | | | | | (mo | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Limited | |Very limited | |Very limited | |Very limited | |Very  |~large stones |0.77 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |0.12 |~infrequent flooding |0.80 |~large stones |0.77 | | |~dee | (slightly limited) | | (limited) | | (limited) | | | | (ve | | |~large stones |0.77 |~droughty |0.12 | | |~see | | | (limited) | | (slightly limited) | | | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042, 60043: | | | | | | | | |  Menfro---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Slightly limited | |Limited | |Slightly limited | |Not limited | |Limi |~wetness |0.30 |~infrequent flooding |0.80 |~deep to water |0.01 | | |~slo | (slightly limited) | | (limited) | | (slightly limited) | | | | (li | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | |~dee | | | | | | | | | (sl | | | | | | | | | 60045, 60046: | | | | | | | | |  Minnith--------|Slightly limited | |Limited | |Slightly limited | |Not limited | |Very  |~wetness |0.30 |~infrequent flooding |0.80 |~deep to water |0.01 | | |~slo | (slightly limited) | | (limited) | | (slightly limited) | | | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | |~dee | | | | | | | | | (sl | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Not limited | |Very limited | |Moderately limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |0.36 |~deep to water |1.00 |~slo | | | (very limited) | | (moderately limited)| | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (mo | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (sl | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~see | | | (limited) | | | | | | (mo | | | | | | | | |~slo | | | | | | | | | (mo | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Very limited | |Limited | |Slightly limited | |Not limited | |Mode |~wetness |1.00 |~infrequent flooding |0.80 |~droughty |0.20 | | |~see | (very limited) | | (limited) | | (slightly limited) | | | | (mo |~droughty |0.20 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Very limited | |Moderately limited | |Not limited | |Slightly limited | |Slig |~wetness |1.00 |~infrequent flooding |0.50 | | |~deep to water |0.24 |~see | (very limited) | | (moderately limited)| | | | (slightly limited) | | (sl | | |~deep to water |0.24 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Very limited | |Limited | |Not limited | |Slightly limited | |Slig |~wetness |1.00 |~infrequent flooding |0.80 | | |~deep to water |0.24 |~see | (very limited) | | (limited) | | | | (slightly limited) | | (sl | | |~deep to water |0.24 | | | | |~slo | | | (slightly limited) | | | | | | (sl | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Very limited | |Limited | |Not limited | |Slightly limited | |Very  |~wetness |1.00 |~infrequent flooding |0.80 | | |~deep to water |0.24 |~slo | (very limited) | | (limited) | | | | (slightly limited) | | (ve | | |~deep to water |0.24 | | | | |~see | | | (slightly limited) | | | | | | (sl | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Very limited | |Moderately limited | |Not limited | |Not limited | |Slig |~wetness |1.00 |~infrequent flooding |0.50 | | | | |~see | (very limited) | | (moderately limited)| | | | | | (sl | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.50 | | | | |~see | | | (moderately limited)| | | | | | (mo | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding (prolonged)|0.20 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 | | |~see | | | (slightly limited) | | (slightly limited) | | | | (mo | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Limited | |Moderately limited | |Slightly limited | |Slightly limited | |Mode |~wetness |0.99 |~infrequent flooding |0.50 |~flooding (prolonged)|0.20 |~deep to water |0.30 |~see | (limited) | | (moderately limited)| | (slightly limited) | | (slightly limited) | | (mo |~flooding (prolonged)|0.20 |~deep to water |0.30 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | |~flooding (prolonged)|0.20 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Limited | |Moderately limited | |Slightly limited | |Moderately limited | |Mode |~wetness |0.80 |~deep to water |0.37 |~flooding (prolonged)|0.20 |~deep to water |0.37 |~see | (limited) | | (moderately limited)| | (slightly limited) | | (moderately limited)| | (mo |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Moderately limited | |Moderately limited | |Not limited | |Moderately limited | |Mode |~wetness |0.49 |~deep to water |0.55 | | |~deep to water |0.55 |~see | (moderately limited)| | (moderately limited)| | | | (moderately limited)| | (mo | | |~infrequent flooding |0.50 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Moderately limited | |Moderately limited | |Slightly limited | |Moderately limited | |Not  |~wetness |0.59 |~deep to water |0.45 |~flooding (prolonged)|0.20 |~deep to water |0.45 |  | (moderately limited)| | (moderately limited)| | (slightly limited) | | (moderately limited)| |  |~flooding (prolonged)|0.20 |~flooding (prolonged)|0.20 | | | | |  | (slightly limited) | | (slightly limited) | | | | | |  | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Slightly limited | |Very limited | |Slightly limited | |Very limited | |Slig |~wetness |0.15 |~deep to water |1.00 |~deep to water |0.16 |~deep to water |1.00 |~see | (slightly limited) | | (very limited) | | (slightly limited) | | (very limited) | | (sl | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (sl | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Moderately limited | |Limited | |Not limited | |Moderately limited | |Limi |~wetness |0.46 |~infrequent flooding |0.80 | | |~deep to water |0.58 |~slo | (moderately limited)| | (limited) | | | | (moderately limited)| | (li | | |~deep to water |0.58 | | | | |~see | | | (moderately limited)| | | | | | (mo | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Moderately limited | |Limited | |Not limited | |Limited | |Limi |~wetness |0.37 |~deep to water |0.82 | | |~deep to water |0.82 |~slo | (moderately limited)| | (limited) | | | | (limited) | | (li | | |~infrequent flooding |0.80 | | | | |~see | | | (limited) | | | | | | (sl | | | | | | | | | 73200, 73201: | | | | | | | | |  Sonsac---------|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |0.29 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |0.12 |~infrequent flooding |0.80 |~droughty |0.12 | | |~slo | (slightly limited) | | (limited) | | (slightly limited) | | | | (ve | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~slo | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (li | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (li | | | | | | | | |  Sonsac---------|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |0.29 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |0.12 |~infrequent flooding |0.80 |~droughty |0.12 | | |~dee | (slightly limited) | | (limited) | | (slightly limited) | | | | (ve | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~bedrock <20 in. |1.00 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |1.00 |~infrequent flooding |0.80 |~droughty |1.00 | | |~dee | (very limited) | | (limited) | | (very limited) | | | | (ve | | | | | | | | |~see | | | | | | | | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73205, 73206: | | | | | | | | |  Useful---------|Moderately limited | |Limited | |Not limited | |Limited | |Very  |~wetness |0.37 |~deep to water |0.82 | | |~deep to water |0.82 |~slo | (moderately limited)| | (limited) | | | | (limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~see | | | (limited) | | | | | | (sl | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |0.24 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~slo | | | (limited) | | | | | | (li | | | | | | | | |~see | | | | | | | | | (sl | | | | | | | | | 73208, 73209: | | | | | | | | |  Caneyville-----|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |0.18 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (sl | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Moderately limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |0.34 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | (moderately limited)| | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.17 |~infrequent flooding |0.80 |~droughty |0.34 | | |~dee | (slightly limited) | | (limited) | | (moderately limited)| | | | (ve | | |~large stones |0.17 |~large stones |0.17 | | |~see | | | (slightly limited) | | (slightly limited) | | | | (mo | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~deep to water |1.00 |~droughty |1.00 |~deep to water |1.00 |~dee | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~infrequent flooding |0.80 |~deep to water |1.00 | | |~slo | (very limited) | | (limited) | | (very limited) | | | | (ve | | | | | | | | |~see | | | | | | | | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~deep to water |1.00 |~droughty |1.00 |~deep to water |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~infrequent flooding |0.80 |~deep to water |1.00 | | |~dee | (very limited) | | (limited) | | (very limited) | | | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73213, 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~deep to water |1.00 |~droughty |1.00 |~deep to water |1.00 |~dee | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~infrequent flooding |0.80 |~deep to water |1.00 | | |~slo | (very limited) | | (limited) | | (very limited) | | | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~slo | | | (limited) | | | | | | (li | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Moderately limited | |Limited | |Not limited | |Limited | |Very  |~wetness |0.37 |~deep to water |0.82 | | |~deep to water |0.82 |~slo | (moderately limited)| | (limited) | | | | (limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~see | | | (limited) | | | | | | (sl | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73217: | | | | | | | | |  Sonsac---------|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |0.29 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |0.12 |~infrequent flooding |0.80 |~droughty |0.12 | | |~dee | (slightly limited) | | (limited) | | (slightly limited) | | | | (ve | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Slightly limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |0.24 |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | (slightly limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 |~droughty |0.24 | | |~slo | | | (limited) | | (slightly limited) | | | | (ve | | | | | | | | |~see | | | | | | | | | (sl | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~dee | | | (limited) | | | | | | (ve | | | | | | | | |~see | | | | | | | | | (li | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Very limited | |Limited | |Slightly limited | |Not limited | |Mode |~wetness |1.00 |~infrequent flooding |0.80 |~droughty |0.20 | | |~see | (very limited) | | (limited) | | (slightly limited) | | | | (mo |~droughty |0.20 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~see | | | (limited) | | | | | | (mo | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Freeburg-------|Very limited | |Limited | |Not limited | |Slightly limited | |Slig |~wetness |1.00 |~infrequent flooding |0.80 | | |~deep to water |0.24 |~see | (very limited) | | (limited) | | | | (slightly limited) | | (sl | | |~deep to water |0.24 | | | | |~slo | | | (slightly limited) | | | | | | (sl | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.50 | | | | |~see | | | (moderately limited)| | | | | | (mo | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Very limited | |Moderately limited | |Not limited | |Slightly limited | |Slig |~wetness |1.00 |~infrequent flooding |0.50 | | |~deep to water |0.11 |~see | (very limited) | | (moderately limited)| | | | (slightly limited) | | (sl | | |~deep to water |0.11 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.50 | | | | |~see | | | (moderately limited)| | | | | | (li | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | | 
Table 11b.--Wildlife Habitat Suitability--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Upland mixed deciduous- |Riparian herbaceous plants |Riparian shrubs, vines, and| Freshwater wetland plants | I soil name | conifer trees | | trees | _______________________________________________________________________________________________________________________________ | 

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.50 | | | | |~see | | | (moderately limited)| | | | | | (mo | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.50 | | | | |~see | | | (moderately limited)| | | | | | (mo | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~see | | | | | | | | | (mo | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~deep to water |1.00 |~deep to water |1.00 |~deep to water |1.00 |~dee | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~infrequent flooding |0.80 | | | | |~slo | | | (limited) | | | | | | (mo | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | ______________________________________________________________________________________________________________________________________

 | 
Table 12.--Building Site Development (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Limited | |Limited | |Very limited | |Very limited | |Limi |~slope |0.76 |~slope |0.76 |~slope |1.00 |~low strength |1.00 |~slo | (limited) | | (limited) | | (very limited) | | (very limited) | | (li |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~slope |0.63 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (limited) | |  | | | | | | |~shrink-swell |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Moderately limited | |Moderately limited | |Limited | |Very limited | |Not  |~shrink-swell |0.45 |~shrink-swell |0.45 |~slope |0.68 |~low strength |1.00 |  | (moderately limited)| | (moderately limited)| | (limited) | | (very limited) | |  | | | | |~shrink-swell |0.45 |~shrink-swell |0.45 |  | | | | | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Moderately limited | |Moderately limited | |Limited | |Very limited | |Slig |~shrink-swell |0.45 |~wetness |0.56 |~slope |0.68 |~low strength |1.00 |~too  | (moderately limited)| | (moderately limited)| | (limited) | | (very limited) | | (sl | | |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |  | | | (moderately limited)| | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Limited | |Very limited | |Very limited | |Very limited | |Limi |~slope |0.76 |~wetness |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~shrink-swell |0.45 |~slope |0.76 |~shrink-swell |0.45 |~slope |0.63 |~too  | (moderately limited)| | (limited) | | (moderately limited)| | (limited) | | (sl |~wetness |0.04 |~shrink-swell |0.45 |~wetness |0.04 |~shrink-swell |0.45 |~wet | (slightly limited) | | (moderately limited)| | (slightly limited) | | (moderately limited)| | (sl | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~slope |1.00 |~shrink-swell |0.45 |~shrink-swell |0.45 |~dep | (moderately limited)| | (very limited) | | (moderately limited)| | (moderately limited)| | (sl |~hard bedrock |0.18 |~wetness |0.99 |~depth to bedrock |0.18 |~low strength |0.22 |  | (slightly limited) | | (limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60038: | | | | | | | | |  Holstein-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~shrink-swell |0.32 |~shrink-swell |0.45 |~low strength |0.78 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (limited) | |  | | | | | | |~shrink-swell |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Moderately limited | |Very limited | |Very limited | |Moderately limited | |Slig |~slope |0.45 |~hard bedrock <40" |1.00 |~slope |1.00 |~shrink-swell |0.45 |~dep | (moderately limited)| | (very limited) | | (very limited) | | (moderately limited)| | (sl |~shrink-swell |0.45 |~wetness |0.99 |~shrink-swell |0.45 |~low strength |0.22 |~slo | (moderately limited)| | (limited) | | (moderately limited)| | (slightly limited) | | (sl |~hard bedrock |0.18 |~slope |0.45 |~depth to bedrock |0.18 |~depth to bedrock |0.18 |  | (slightly limited) | | (moderately limited)| | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~slope |1.00 |~shrink-swell |0.45 |~shrink-swell |0.45 |~dep | (moderately limited)| | (very limited) | | (moderately limited)| | (moderately limited)| | (sl |~hard bedrock |0.18 |~wetness |0.99 |~depth to bedrock |0.18 |~low strength |0.22 |  | (slightly limited) | | (limited) | | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~large stones |1.00 |~large stones |1.00 |~slope |1.00 |~low strength |1.00 |~lar | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~large stones |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~large stones |1.00 |~too  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (very limited) | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042, 60043: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~slope |1.00 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (very limited) | |  | | | | | | |~shrink-swell |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Moderately limited | |Limited | |Limited | |Very limited | |Not  |~shrink-swell |0.45 |~wetness |0.95 |~slope |0.68 |~low strength |1.00 |  | (moderately limited)| | (limited) | | (limited) | | (very limited) | |  | | |~shrink-swell |0.04 |~shrink-swell |0.45 |~shrink-swell |0.45 |  | | | (slightly limited) | | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Limited | |Limited | |Very limited | |Very limited | |Limi |~slope |0.76 |~wetness |0.95 |~slope |1.00 |~low strength |1.00 |~slo | (limited) | | (limited) | | (very limited) | | (very limited) | | (li |~shrink-swell |0.45 |~slope |0.76 |~shrink-swell |0.45 |~slope |0.63 |  | (moderately limited)| | (limited) | | (moderately limited)| | (limited) | |  | | |~shrink-swell |0.04 | | |~shrink-swell |0.45 |  | | | (slightly limited) | | | | (moderately limited)| |  | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~wetness |0.95 |~shrink-swell |0.45 |~low strength |1.00 |  | (moderately limited)| | (limited) | | (moderately limited)| | (very limited) | |  | | |~shrink-swell |0.04 | | |~shrink-swell |0.45 |  | | | (slightly limited) | | | | (moderately limited)| |  | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Limited | |Very limited | |Very limited | |Limi |~slope |0.76 |~slope |0.76 |~slope |1.00 |~low strength |1.00 |~slo | (limited) | | (limited) | | (very limited) | | (very limited) | | (li |~shrink-swell |0.45 |~wetness |0.56 |~shrink-swell |0.45 |~slope |0.63 |~too  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (limited) | | (sl | | |~shrink-swell |0.45 | | |~shrink-swell |0.45 |  | | | (moderately limited)| | | | (moderately limited)| |  | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~shrink-swell |0.40 |~shrink-swell |0.45 |~low strength |1.00 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (very limited) | |  | | | | | | |~shrink-swell |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Slightly limited | |Very limited | |Not  | | | | |~slope |0.15 |~low strength |1.00 |  | | | | | (slightly limited) | | (very limited) | |  | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~dro | | | | | | | | | (sl | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~low strength |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~wetness |0.68 |~wetness |1.00 |~wetness |0.68 |~flooding |1.00 |~flo | (limited) | | (very limited) | | (limited) | | (very limited) | | (mo |~shrink-swell |0.45 |~shrink-swell |0.30 |~shrink-swell |0.45 |~wetness |0.68 |  | (moderately limited)| | (slightly limited) | | (moderately limited)| | (limited) | |  | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Limited | |Very limited | |Limited | |Very limited | |Limi |~wetness |0.68 |~wetness |1.00 |~wetness |0.68 |~low strength |1.00 |~wet | (limited) | | (very limited) | | (limited) | | (very limited) | | (li |~shrink-swell |0.45 |~shrink-swell |0.30 |~shrink-swell |0.45 |~wetness |0.68 |  | (moderately limited)| | (slightly limited) | | (moderately limited)| | (limited) | |  | | | | | | |~shrink-swell |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Limited | |Very limited | |Limited | |Very limited | |Limi |~wetness |0.68 |~wetness |1.00 |~slope |0.83 |~low strength |1.00 |~wet | (limited) | | (very limited) | | (limited) | | (very limited) | | (li |~shrink-swell |0.45 |~shrink-swell |0.30 |~wetness |0.68 |~wetness |0.68 |  | (moderately limited)| | (slightly limited) | | (limited) | | (limited) | |  |~slope |0.15 |~slope |0.15 |~shrink-swell |0.45 |~shrink-swell |0.45 |  | (slightly limited) | | (slightly limited) | | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~flooding |1.00 |~flooding |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~flooding |1.00 |~wetness |1.00 |~wetness |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~shrink-swell |0.45 |~shrink-swell |0.37 |~shrink-swell |0.45 |~low strength |1.00 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (very limited) | |  | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.60 |~wetness |1.00 |~wetness |0.60 |~wetness |0.60 |~wet | (limited) | | (very limited) | | (limited) | | (limited) | | (li | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.45 |~wetness |1.00 |~wetness |0.45 |~low strength |1.00 |~too  | (moderately limited)| | (very limited) | | (moderately limited)| | (very limited) | | (mo |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~wetness |0.45 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~wetness |0.09 |~wetness |1.00 |~wetness |0.09 |~wetness |0.09 |~wet | (slightly limited) | | (very limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~low strength |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |1.00 |~wetness |1.00 |~shrink-swell |1.00 |~flooding |1.00 |~too  | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~wetness |0.28 |~shrink-swell |1.00 |~wetness |0.28 |~shrink-swell |1.00 |~wet | (slightly limited) | | (very limited) | | (slightly limited) | | (very limited) | | (sl | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Moderately limited | |Limited | |Moderately limited | |Very limited | |Not  |~shrink-swell |0.45 |~wetness |0.82 |~shrink-swell |0.45 |~low strength |1.00 |  | (moderately limited)| | (limited) | | (moderately limited)| | (very limited) | |  | | |~shrink-swell |0.45 | | |~shrink-swell |0.45 |  | | | (moderately limited)| | | | (moderately limited)| |  | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Moderately limited | |Very limited | |Limited | |Very limited | |Slig |~shrink-swell |0.45 |~wetness |1.00 |~slope |0.68 |~low strength |1.00 |~wet | (moderately limited)| | (very limited) | | (limited) | | (very limited) | | (sl |~wetness |0.04 |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |  | (slightly limited) | | (moderately limited)| | (moderately limited)| | (moderately limited)| |  | | | | |~wetness |0.04 |~wetness |0.04 |  | | | | | (slightly limited) | | (slightly limited) | |  | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Not  |~shrink-swell |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~low strength |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  | | |~wetness |0.99 |~slope |0.68 |~shrink-swell |1.00 |  | | | (limited) | | (limited) | | (very limited) | |  | | |~depth to bedrock |0.35 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~shrink-swell |1.00 |~hard bedrock <40" |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~sma | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~hard bedrock |0.44 |~shrink-swell |1.00 |~slope |0.99 |~depth to bedrock |0.44 |~dep | (moderately limited)| | (very limited) | | (limited) | | (moderately limited)| | (sl |~slope |0.30 |~slope |0.30 |~depth to bedrock |0.44 | | |~too  | (moderately limited)| | (moderately limited)| | (moderately limited)| | | | (sl | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~shrink-swell |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~sma | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~hard bedrock |0.44 |~slope |1.00 |~depth to bedrock |0.44 |~depth to bedrock |0.44 |~dep | (moderately limited)| | (very limited) | | (moderately limited)| | (moderately limited)| | (sl | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Moderately limited | |Moderately limited | |Very limited | |Slightly limited | |Mode |~slope |0.45 |~slope |0.45 |~slope |1.00 |~slope |0.04 |~lar | (moderately limited)| | (moderately limited)| | (very limited) | | (slightly limited) | | (mo | | | | | | | | |~sma | | | | | | | | | (mo | | | | | | | | |~too  | | | | | | | | | (sl | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~lar | | | | | | | | | (mo | | | | | | | | |~sma | | | | | | | | | (mo | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~shrink-swell |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~sma | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~hard bedrock |0.44 |~slope |1.00 |~depth to bedrock |0.44 |~depth to bedrock |0.44 |~dep | (moderately limited)| | (very limited) | | (moderately limited)| | (moderately limited)| | (sl | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~hard bedrock <20" |1.00 |~hard bedrock <40" |1.00 |~hard bedrock <20" |1.00 |~hard bedrock <20" |1.00 |~bed | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~shrink-swell |1.00 |~shrink-swell |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~slope |0.76 |~wetness |0.99 |~shrink-swell |1.00 |~shrink-swell |1.00 |  | (limited) | | (limited) | | (very limited) | | (very limited) | |  | | |~slope |0.76 | | |~slope |0.63 |  | | | (limited) | | | | (limited) | |  | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~shrink-swell |1.00 |~shrink-swell |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~shrink-swell |1.00 |~slope |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  | | |~wetness |0.99 | | |~shrink-swell |1.00 |  | | | (limited) | | | | (very limited) | |  | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Moderately limited | |Very limited | |Limited | |Very limited | |Slig |~shrink-swell |0.45 |~hard bedrock <40" |1.00 |~slope |0.68 |~low strength |1.00 |~dep | (moderately limited)| | (very limited) | | (limited) | | (very limited) | | (sl |~hard bedrock |0.39 |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| |  | | | | |~depth to bedrock |0.39 |~depth to bedrock |0.39 |  | | | | | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Limited | |Very limited | |Very limited | |Very limited | |Limi |~slope |0.76 |~hard bedrock <40" |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~hard bedrock |0.33 |~slope |0.76 |~depth to bedrock |0.33 |~slope |0.63 |~dep | (moderately limited)| | (limited) | | (moderately limited)| | (limited) | | (sl |~shrink-swell |0.30 |~shrink-swell |0.30 |~shrink-swell |0.30 |~depth to bedrock |0.33 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~hard bedrock |0.33 |~slope |1.00 |~depth to bedrock |0.33 |~slope |1.00 |~dep | (moderately limited)| | (very limited) | | (moderately limited)| | (very limited) | | (sl |~shrink-swell |0.30 |~shrink-swell |0.30 |~shrink-swell |0.30 |~depth to bedrock |0.33 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.70 |~large stones |0.70 |~large stones |0.70 |~large stones |0.70 |~lar | (limited) | | (limited) | | (limited) | | (limited) | | (li |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~sma | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~hard bedrock <20" |1.00 |~hard bedrock <40" |1.00 |~hard bedrock <20" |1.00 |~hard bedrock <20" |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |1.00 |~shrink-swell |1.00 |~slope |1.00 |~shrink-swell |1.00 |~bed | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.45 |~slope |0.45 |~shrink-swell |1.00 |~slope |0.04 |~too  | (moderately limited)| | (moderately limited)| | (very limited) | | (slightly limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~hard bedrock <20" |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~shrink-swell |1.00 |~shrink-swell |1.00 |~hard bedrock <20" |1.00 |~hard bedrock <20" |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~bed | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~hard bedrock <20" |1.00 |~hard bedrock <40" |1.00 |~hard bedrock <20" |1.00 |~hard bedrock <20" |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.45 |~slope |0.45 |~slope |1.00 |~large stones |0.16 |~bed | (moderately limited)| | (moderately limited)| | (very limited) | | (slightly limited) | | (ve |~large stones |0.16 |~large stones |0.16 |~large stones |0.16 |~slope |0.04 |~sma | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~hard bedrock <20" |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~hard bedrock <20" |1.00 |~hard bedrock <20" |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.16 |~large stones |0.16 |~large stones |0.16 |~large stones |0.16 |~bed | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Not limited | |Not limited | |Limited | |Very limited | |Not  | | | | |~slope |0.68 |~low strength |1.00 |  | | | | | (limited) | | (very limited) | |  | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Limited | |Limited | |Very limited | |Very limited | |Limi |~slope |0.76 |~slope |0.76 |~slope |1.00 |~low strength |1.00 |~slo | (limited) | | (limited) | | (very limited) | | (very limited) | | (li | | | | | | |~slope |0.63 |  | | | | | | | (limited) | |  | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~shrink-swell |1.00 |~shrink-swell |1.00 |~slope |1.00 |~low strength |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~shrink-swell |1.00 |~slope |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  | | |~wetness |0.99 | | |~shrink-swell |1.00 |  | | | (limited) | | | | (very limited) | |  | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~shrink-swell |1.00 |~hard bedrock <40" |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~shrink-swell |1.00 |~sma | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~hard bedrock |0.44 |~slope |1.00 |~depth to bedrock |0.44 |~depth to bedrock |0.44 |~dep | (moderately limited)| | (very limited) | | (moderately limited)| | (moderately limited)| | (sl | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Moderately limited | |Moderately limited | |Very limited | |Very limited | |Very  |~slope |0.60 |~slope |0.60 |~slope |1.00 |~low strength |1.00 |~too  | (moderately limited)| | (moderately limited)| | (very limited) | | (very limited) | | (ve |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~shrink-swell |0.45 |~sma | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo |~large stones |0.10 |~large stones |0.10 |~large stones |0.10 |~slope |0.16 |~dro | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~lar | | | | | | | | | (mo | | | | | | | | |~sma | | | | | | | | | (mo | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~dro | | | | | | | | | (sl | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Not limited | |Very limited | |Not  | | | | | | |~low strength |1.00 |  | | | | | | | (very limited) | |  | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Freeburg-------|Limited | |Very limited | |Limited | |Very limited | |Limi |~wetness |0.68 |~wetness |1.00 |~wetness |0.68 |~low strength |1.00 |~wet | (limited) | | (very limited) | | (limited) | | (very limited) | | (li |~shrink-swell |0.45 |~shrink-swell |0.30 |~shrink-swell |0.45 |~wetness |0.68 |  | (moderately limited)| | (slightly limited) | | (moderately limited)| | (limited) | |  | | | | | | |~shrink-swell |0.45 |  | | | | | | | (moderately limited)| |  | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo | | | | | | |~low strength |1.00 |  | | | | | | | (very limited) | |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~wetness |0.86 |~wetness |1.00 |~wetness |0.86 |~low strength |1.00 |~flo | (limited) | | (very limited) | | (limited) | | (very limited) | | (mo |~shrink-swell |0.45 |~shrink-swell |0.37 |~shrink-swell |0.45 |~wetness |0.86 |  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (limited) | |  | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Very limited | |Very limited | |Very limited | |Limited | |Not  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding (rare) |0.90 |  | (very limited) | | (very limited) | | (very limited) | | (limited) | |  | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~shrink-swell |0.07 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo | | | | | | |~low strength |1.00 |  | | | | | | | (very limited) | |  | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Very limited | |Very limited | |Very limited | |Limited | |Not  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding (rare) |0.90 |  | (very limited) | | (very limited) | | (very limited) | | (limited) | |  | | | | | | | | | 
Table 12.--Building Site Development--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Dwellings without basements| Dwellings with basements |Small commercial buildings | Local roads and streets | L soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Not limited | |Not limited | |Slightly limited | |Very limited | |Not  | | | | |~slope |0.15 |~low strength |1.00 |  | | | | | (slightly limited) | | (very limited) | |  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______
Table 13.--Sanitary Facilities (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Limited | |Very limited | |Limited | |Limited | |Limi |~slope |0.63 |~slope |1.00 |~slope |0.63 |~slope |0.63 |~slo | (limited) | | (very limited) | | (limited) | | (limited) | | (li |~percs slowly |0.25 |~seepage |0.50 |~too clayey |0.19 | | |~too  | (slightly limited) | | (moderately limited)| | (slightly limited) | | | | (sl | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Slightly limited | |Limited | |Slightly limited | |Not limited | |Slig |~percs slowly |0.25 |~slope |0.91 |~too clayey |0.20 | | |~too  | (slightly limited) | | (limited) | | (slightly limited) | | | | (sl | | |~seepage |0.50 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Limited | |Slightly limited | |Not limited | |Slig |~percs slowly |0.76 |~slope |0.91 |~wetness |0.29 | | |~too  | (limited) | | (limited) | | (slightly limited) | | | | (sl |~wetness |0.57 |~wetness |0.60 |~too acid |0.12 | | |  | (moderately limited)| | (limited) | | (slightly limited) | | | |  | | |~seepage |0.50 |~too clayey |0.11 | | |  | | | (moderately limited)| | (slightly limited) | | | |  | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Very limited | |Very limited | |Limited | |Limited | |Limi |~wetness |1.00 |~slope |1.00 |~wetness |0.82 |~slope |0.63 |~slo | (very limited) | | (very limited) | | (limited) | | (limited) | | (li |~percs slowly |0.71 |~wetness |1.00 |~slope |0.63 |~wetness |0.63 |~wet | (limited) | | (very limited) | | (limited) | | (limited) | | (mo |~slope |0.63 |~seepage |0.50 |~too clayey |0.23 | | |~too  | (limited) | | (moderately limited)| | (slightly limited) | | | | (sl | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |1.00 |~wetness |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~seepage |1.00 |~seepage |1.00 |~seepage |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60038: | | | | | | | | |  Holstein-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~percs slowly |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~seepage |0.50 |~too clayey |0.27 | | |~too  | (very limited) | | (moderately limited)| | (slightly limited) | | | | (sl | | | | |~too acid |0.18 | | |~too  | | | | | (slightly limited) | | | | (sl | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~wetness |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |1.00 |~seepage |1.00 |~seepage |1.00 |~seepage |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~poor filter |1.00 |~depth to bedrock |1.00 |~wetness |0.73 |~wetness |0.50 |~too  | (very limited) | | (very limited) | | (limited) | | (moderately limited)| | (sl | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |1.00 |~wetness |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |1.00 |~seepage |1.00 |~seepage |1.00 |~seepage |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |1.00 |~large stones |1.00 |~large stones |1.00 | | |~lar | (very limited) | | (very limited) | | (very limited) | | | | (ve |~percs slowly |0.71 | | |~too clayey |0.65 | | |~too  | (limited) | | | | (limited) | | | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.25 |~seepage |0.50 |~too clayey |0.09 | | |  | (slightly limited) | | (moderately limited)| | (slightly limited) | | | |  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60043: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.25 |~seepage |0.50 |~too acid |0.18 | | |~too  | (slightly limited) | | (moderately limited)| | (slightly limited) | | | | (sl | | | | |~too clayey |0.09 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Limited | |Very limited | |Limited | |Limited | |Mode |~wetness |0.99 |~seepage |1.00 |~seepage |0.74 |~seepage |0.70 |~see | (limited) | | (very limited) | | (limited) | | (limited) | | (mo |~percs slowly |0.30 |~slope |0.91 |~wetness |0.60 |~wetness |0.30 |~wet | (slightly limited) | | (limited) | | (moderately limited)| | (slightly limited) | | (mo | | |~wetness |0.69 |~too clayey |0.04 | | |  | | | (limited) | | (slightly limited) | | | |  | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Limited | |Very limited | |Limited | |Limited | |Limi |~wetness |0.99 |~slope |1.00 |~seepage |0.74 |~seepage |0.70 |~slo | (limited) | | (very limited) | | (limited) | | (limited) | | (li |~slope |0.63 |~seepage |1.00 |~slope |0.63 |~slope |0.63 |~see | (limited) | | (very limited) | | (limited) | | (limited) | | (mo |~percs slowly |0.30 |~wetness |0.69 |~wetness |0.60 |~wetness |0.30 |~wet | (slightly limited) | | (limited) | | (moderately limited)| | (slightly limited) | | (mo | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.99 |~seepage |1.00 |~seepage |0.74 |~seepage |0.70 |~see | (limited) | | (very limited) | | (limited) | | (limited) | | (mo |~percs slowly |0.30 |~wetness |0.69 |~wetness |0.60 |~wetness |0.30 |~wet | (slightly limited) | | (limited) | | (moderately limited)| | (slightly limited) | | (mo | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Very limited | |Limited | |Limited | |Limi |~percs slowly |0.76 |~slope |1.00 |~slope |0.63 |~slope |0.63 |~slo | (limited) | | (very limited) | | (limited) | | (limited) | | (li |~slope |0.63 |~wetness |0.60 |~wetness |0.29 | | |~too  | (limited) | | (limited) | | (slightly limited) | | | | (sl |~wetness |0.57 |~seepage |0.50 |~too acid |0.12 | | |  | (moderately limited)| | (moderately limited)| | (slightly limited) | | | |  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.71 |~seepage |0.50 |~too acid |0.24 | | |~too  | (limited) | | (moderately limited)| | (slightly limited) | | | | (sl | | | | |~too clayey |0.23 | | |~too  | | | | | (slightly limited) | | | | (sl | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Slightly limited | |Moderately limited | |Not limited | |Not limited | |Not  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | |~slope |0.31 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~too clayey |0.80 | | |~too  | | | | | (limited) | | | | (mo | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~wetness |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~flooding |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  |~percs slowly |0.71 | | |~too clayey |0.11 | | |  | (limited) | | | | (slightly limited) | | | |  | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~percs slowly |0.71 |~slope |0.08 |~too clayey |0.11 | | |  | (limited) | | (slightly limited) | | (slightly limited) | | | |  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~percs slowly |0.71 |~slope |1.00 |~too clayey |0.11 | | |  | (limited) | | (very limited) | | (slightly limited) | | | |  | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~flooding |1.00 |~wetness |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~flooding |1.00 |~wetness |1.00 |~flooding |1.00 |~wetness |1.00 |~too  | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (sl |~percs slowly |0.71 | | |~too acid |0.24 | | |  | (limited) | | | | (slightly limited) | | | |  | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Very limited | |Very limited | |Very limited | |Very limited | |Not  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  |~poor filter |1.00 |~seepage |1.00 |~seepage |1.00 | | |  | (very limited) | | (very limited) | | (very limited) | | | |  |~percs slowly |0.25 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Very limited | |Very limited | |Very limited | |Very limited | |Not  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~wetness |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~flooding |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |0.99 |  | (very limited) | | (very limited) | | (very limited) | | (limited) | |  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |0.90 |  | (very limited) | | (very limited) | | (very limited) | | (limited) | |  |~percs slowly |0.25 |~seepage |0.50 |~too clayey |0.11 | | |  | (slightly limited) | | (moderately limited)| | (slightly limited) | | | |  | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~wetness |1.00 |~wetness |1.00 |~wetness |0.86 |~wetness |0.66 |  | (very limited) | | (very limited) | | (limited) | | (limited) | |  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~har | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~wetness |1.00 |~wetness |1.00 |~wetness |0.99 |~wetness |0.80 |~wet | (very limited) | | (very limited) | | (limited) | | (limited) | | (mo |~percs slowly |0.93 | | |~too clayey |0.65 | | |~too  | (limited) | | | | (limited) | | | | (mo | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Limited | |Very limited | |Moderately limited | |Slightly limited | |Not  |~wetness |0.79 |~wetness |1.00 |~wetness |0.45 |~wetness |0.15 |  | (limited) | | (very limited) | | (moderately limited)| | (slightly limited) | |  |~percs slowly |0.71 | | | | | | |  | (limited) | | | | | | | |  | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Very limited | |Very limited | |Very limited | |Limited | |Mode |~wetness |1.00 |~wetness |1.00 |~too clayey |1.00 |~wetness |0.63 |~wet | (very limited) | | (very limited) | | (very limited) | | (limited) | | (mo |~percs slowly |0.25 |~slope |0.91 |~wetness |0.82 | | |~too  | (slightly limited) | | (limited) | | (limited) | | | | (sl | | |~seepage |0.50 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Moderately limited | |Mode |~wetness |1.00 |~wetness |1.00 |~depth to bedrock |1.00 |~wetness |0.44 |~too  | (very limited) | | (very limited) | | (very limited) | | (moderately limited)| | (mo |~percs slowly |0.71 |~slope |0.91 |~too clayey |0.74 |~depth to bedrock |0.10 |~wet | (limited) | | (limited) | | (limited) | | (slightly limited) | | (mo |~depth to bedrock |0.35 |~seepage |0.50 |~wetness |0.69 | | |~too  | (moderately limited)| | (moderately limited)| | (limited) | | | | (sl | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~slope |1.00 |~too clayey |1.00 | | |~sma | | | (very limited) | | (limited) | | | | (ve | | | | | | | | |~too  | | | | | | | | | (li | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~too clayey |1.00 | | |~sma | | | | | (limited) | | | | (ve | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Slightly limited | |Very limited | |Very limited | |Limited | |Very  |~percs slowly |0.25 |~seepage |1.00 |~too clayey |1.00 |~seepage |0.75 |~sma | (slightly limited) | | (very limited) | | (very limited) | | (limited) | | (ve |~slope |0.04 |~slope |1.00 |~too acid |0.30 |~slope |0.04 |~too  | (slightly limited) | | (very limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | |~slope |0.04 | | |~see | | | | | (slightly limited) | | | | (mo | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.25 |~seepage |1.00 |~too clayey |1.00 |~seepage |0.75 |~sma | (slightly limited) | | (very limited) | | (very limited) | | (limited) | | (ve | | | | |~too acid |0.30 | | |~too  | | | | | (slightly limited) | | | | (ve | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73203: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~too clayey |1.00 | | |~sma | | | | | (limited) | | | | (ve | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~see | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~depth to bedrock |1.00 |~seepage |1.00 |~slope |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~slope |1.00 | | |~slo | | | | | (very limited) | | | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~wetness |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~slope |0.63 |~slo | (very limited) | | (very limited) | | (very limited) | | (limited) | | (li |~percs slowly |0.71 |~wetness |1.00 |~too clayey |0.74 |~wetness |0.44 |~too  | (limited) | | (very limited) | | (limited) | | (moderately limited)| | (mo |~slope |0.63 |~seepage |0.50 |~wetness |0.69 |~depth to bedrock |0.10 |~wet | (limited) | | (moderately limited)| | (limited) | | (slightly limited) | | (mo | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |1.00 |~wetness |1.00 |~depth to bedrock |1.00 |~wetness |0.44 |~too  | (very limited) | | (very limited) | | (very limited) | | (moderately limited)| | (mo |~percs slowly |0.71 |~seepage |0.50 |~too clayey |0.74 |~depth to bedrock |0.10 |~wet | (limited) | | (moderately limited)| | (limited) | | (slightly limited) | | (mo | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.71 |~slope |0.91 |~too clayey |0.84 | | |~har | (limited) | | (limited) | | (limited) | | | | (li | | | | | | | | |~too  | | | | | | | | | (li | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.71 |~depth to bedrock |1.00 |~too clayey |0.96 |~slope |0.63 |~too  | (limited) | | (very limited) | | (limited) | | (limited) | | (li |~slope |0.63 | | |~slope |0.63 | | |~har | (limited) | | | | (limited) | | | | (li | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.71 | | |~too clayey |0.96 | | |~too  | (limited) | | | | (limited) | | | | (li | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.70 |~large stones |0.83 |~too clayey |1.00 | | |~too  | (limited) | | (limited) | | (very limited) | | | | (ve |~percs slowly |0.25 |~seepage |0.50 |~large stones |0.86 | | |~lar | (slightly limited) | | (moderately limited)| | (limited) | | | | (li | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.04 |~slope |1.00 |~too clayey |0.82 |~slope |0.04 |~har | (slightly limited) | | (very limited) | | (limited) | | (slightly limited) | | (li | | | | |~slope |0.04 | | |~sma | | | | | (slightly limited) | | | | (li | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~too acid |1.00 | | |~too  | | | | | (very limited) | | | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.16 |~slope |1.00 |~slope |0.04 |~slope |0.04 |~slo | (slightly limited) | | (very limited) | | (slightly limited) | | (slightly limited) | | (sl |~slope |0.04 |~large stones |0.08 | | | | |~lar | (slightly limited) | | (slightly limited) | | | | | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.16 |~large stones |0.08 | | | | |~lar | (slightly limited) | | (slightly limited) | | | | | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Slightly limited | |Limited | |Moderately limited | |Not limited | |Slig |~percs slowly |0.25 |~slope |0.91 |~too clayey |0.54 | | |~too  | (slightly limited) | | (limited) | | (moderately limited)| | | | (sl | | |~seepage |0.50 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Limited | |Very limited | |Limited | |Limited | |Limi |~slope |0.63 |~slope |1.00 |~slope |0.63 |~slope |0.63 |~slo | (limited) | | (very limited) | | (limited) | | (limited) | | (li |~percs slowly |0.25 |~seepage |0.50 |~too clayey |0.54 | | |~too  | (slightly limited) | | (moderately limited)| | (moderately limited)| | | | (sl | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |1.00 |~wetness |1.00 |~depth to bedrock |1.00 |~wetness |0.44 |~too  | (very limited) | | (very limited) | | (very limited) | | (moderately limited)| | (mo |~percs slowly |0.71 |~seepage |0.50 |~too clayey |0.74 |~depth to bedrock |0.10 |~wet | (limited) | | (moderately limited)| | (limited) | | (slightly limited) | | (mo | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73217: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~depth to bedrock |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~too clayey |1.00 | | |~sma | | | | | (limited) | | | | (ve | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Limited | |Very limited | |Limited | |Slightly limited | |Limi |~percs slowly |0.73 |~slope |1.00 |~too clayey |1.00 |~slope |0.16 |~too  | (limited) | | (very limited) | | (limited) | | (slightly limited) | | (li |~slope |0.16 |~large stones |0.18 |~slope |0.16 | | |~har | (slightly limited) | | (slightly limited) | | (slightly limited) | | | | (li |~large stones |0.10 | | |~large stones |0.13 | | |~slo | (slightly limited) | | | | (slightly limited) | | | | (sl | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.25 |~seepage |1.00 |~too clayey |1.00 |~seepage |0.75 |~sma | (slightly limited) | | (very limited) | | (very limited) | | (limited) | | (ve | | | | |~too acid |0.30 | | |~too  | | | | | (slightly limited) | | | | (ve | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | |~too clayey |0.80 | | |~too  | | | | | (limited) | | | | (mo | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Slightly limited | |Moderately limited | |Not limited | |Not limited | |Not  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | |~slope |0.08 | | | | |  | | | (slightly limited) | | | | | |  | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 74676: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~percs slowly |0.71 |~slope |0.08 |~too clayey |0.11 | | |  | (limited) | | (slightly limited) | | (slightly limited) | | | |  | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Very limited | |Very limited | |Very limited | |Very limited | |Not  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~wetness |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~wet | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~flooding |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  |~percs slowly |0.71 | | |~too clayey |0.04 | | |  | (limited) | | | | (slightly limited) | | | |  | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Moderately limited | |Very limited | |Limited | |Limited | |Mode |~flooding (rare) |0.60 |~seepage |1.00 |~seepage |0.79 |~seepage |0.75 |~see | (moderately limited)| | (very limited) | | (limited) | | (limited) | | (mo |~percs slowly |0.25 | | |~flooding (rare) |0.60 |~flooding (rare) |0.60 |~sma | (slightly limited) | | | | (moderately limited)| | (moderately limited)| | (sl | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~see | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo | | |~seepage |1.00 |~seepage |0.79 |~seepage |0.75 |  | | | (very limited) | | (limited) | | (limited) | |  | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Very limited | |Very limited | |Very limited | |Very limited | |Mode |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~sma | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (mo |~percs slowly |0.25 |~seepage |1.00 |~too clayey |0.11 |~seepage |0.75 |  | (slightly limited) | | (very limited) | | (slightly limited) | | (limited) | |  | | | | |~large stones |0.08 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 
Table 13.--Sanitary Facilities--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Septic tank absorption | Sewage lagoons |Sanitary landfill (trench) | Sanitary landfill (area) | Dai soil name | field | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~see | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~poor filter |1.00 |~seepage |1.00 |~seepage |1.00 | | |  | (very limited) | | (very limited) | | (very limited) | | | |  |~percs slowly |0.25 | | | | | | |  | (slightly limited) | | | | | | | |  | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Very limited | |Very limited | |Very limited | |Very limited | |Not  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |  | (very limited) | | (very limited) | | (very limited) | | (very limited) | |  |~percs slowly |0.25 |~seepage |0.50 | | | | |  | (slightly limited) | | (moderately limited)| | | | | |  | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Moderately limited | |Very limited | |Limited | |Limited | |Mode |~flooding (rare) |0.60 |~seepage |1.00 |~seepage |0.79 |~seepage |0.75 |~see | (moderately limited)| | (very limited) | | (limited) | | (limited) | | (mo |~percs slowly |0.25 |~slope |0.08 |~flooding (rare) |0.60 |~flooding (rare) |0.60 |~sma | (slightly limited) | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (sl | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Not limited | |Very limited | |Not limited | |Not limited | |Not  | | |~seepage |1.00 | | | | |  | | | (very limited) | | | | | |  | | |~slope |0.31 | | | | |  | | | (moderately limited)| | | | | |  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______
Table 14.--Construction Materials and Excavating (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |0.63 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (li |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.61 |~cut | (moderately limited)| | (bottom layer) | | (thickest layer) | | (limited) | | (sl | | | | | | | | |~too  | | | | | | | | | (sl | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Limited | |Slig |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.63 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (sl |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.18 |~too  | (moderately limited)| | (bottom layer) | | (thickest layer) | | (slightly limited) | | (sl | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Very limited | |Very limited | |Very limited | |Moderately limited | |Mode |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.50 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (moderately limited)| | (mo |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.24 |~cut | (moderately limited)| | (bottom layer) | | (thickest layer) | | (slightly limited) | | (sl | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Very limited | |Very limited | |Limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.66 |~wet | (very limited) | | (thickest layer) | | (thickest layer) | | (limited) | | (ve |~shrink-swell |0.45 |~excess fines |1.00 |~small stones |0.83 |~slope |0.63 |~slo | (moderately limited)| | (bottom layer) | | (bottom layer) | | (limited) | | (li |~wetness |0.15 |~small stones |0.83 |~excess fines |0.75 |~wetness |0.15 |~cut | (slightly limited) | | (bottom layer) | | (bottom layer) | | (slightly limited) | | (sl | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |0.50 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |0.62 |~har | (moderately limited)| | (bottom layer) | | (thickest layer) | | (limited) | | (ve |~shrink-swell |0.28 | | | | |~too clayey |0.25 |~slo | (slightly limited) | | | | | | (slightly limited) | | (ve | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60038: | | | | | | | | |  Holstein-------|Limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |0.78 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |0.50 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.55 |~cut | (moderately limited)| | (bottom layer) | | (thickest layer) | | (moderately limited)| | (sl |~shrink-swell |0.32 | | | | |~too acid |0.18 |~too  | (moderately limited)| | | | | | (slightly limited) | | (sl | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |0.62 |~har | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~shrink-swell |0.28 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.25 |~wet | (slightly limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (li |~low strength |0.22 | | | | |~too acid |0.24 |~cut | (slightly limited) | | | | | | (slightly limited) | | (sl | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |0.92 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |0.62 |~cut | (limited) | | (bottom layer) | | (thickest layer) | | (limited) | | (ve |~shrink-swell |0.28 | | | | |~too clayey |0.25 |~har | (slightly limited) | | | | | | (slightly limited) | | (ve | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~small stones |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (bottom layer) | | (bottom layer) | | (very limited) | | (ve |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~large stones >25% |1.00 |~lar | (very limited) | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve |~large stones |1.00 |~excess fines |1.00 |~small stones |1.00 |~too clayey |1.00 |~too  | (very limited) | | (bottom layer) | | (bottom layer) | | (very limited) | | (mo | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |0.67 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.46 |~cut | (limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (sl |~shrink-swell |0.45 | | | | | | |  | (moderately limited)| | | | | | | |  | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60043: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.46 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (sl |~shrink-swell |0.45 | | | | |~too acid |0.18 |  | (moderately limited)| | | | | | (slightly limited) | |  | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Moderately limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.33 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (moderately limited)| | (li |~shrink-swell |0.04 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.24 |~cut | (slightly limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (sl | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |0.63 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (li |~shrink-swell |0.04 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.33 |~slo | (slightly limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (li | | | | | | |~too acid |0.24 |~cut | | | | | | | (slightly limited) | | (sl | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |0.92 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.33 |~wet | (limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (li |~shrink-swell |0.04 | | | | |~too acid |0.24 |~cut | (slightly limited) | | | | | | (slightly limited) | | (sl | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |0.63 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (li |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.50 |~wet | (moderately limited)| | (bottom layer) | | (thickest layer) | | (moderately limited)| | (mo | | | | | | |~too acid |0.24 |~cut | | | | | | | (slightly limited) | | (sl | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~possible source |0.25 |~too clayey |0.66 |~cut | (very limited) | | (bottom layer) | | (bottom layer) | | (limited) | | (ve |~shrink-swell |0.40 | | | | |~too acid |0.24 |~too  | (moderately limited)| | | | | | (slightly limited) | | (sl | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Very limited | |Very limited | |Very limited | |Not limited | |Slig |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 | | |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | | | (sl | | |~excess fines |1.00 |~excess fines |1.00 | | |  | | | (bottom layer) | | (thickest layer) | | | |  | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |1.00 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~excess fines |1.00 | | |~too  | | | (bottom layer) | | (thickest layer) | | | | (mo | | | | | | | | |~cut | | | | | | | | | (sl | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.91 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~wetness |0.91 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.50 |~flo | (limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (mo |~shrink-swell |0.30 | | | | |~too acid |0.36 |~cut | (slightly limited) | | | | | | (moderately limited)| | (sl | | | | | | | | | 64008, 64009: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.91 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~wetness |0.91 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.50 |~cut | (limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (sl |~shrink-swell |0.30 | | | | |~too acid |0.36 |  | (slightly limited) | | | | | | (moderately limited)| |  | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |1.00 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.25 |~flo | (very limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (mo |~shrink-swell |0.37 | | | | |~too acid |0.24 |~cut | (moderately limited)| | | | | | (slightly limited) | | (sl | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Not limited | |Very limited | |Very limited | |Not limited | |Mode | | |~excess fines |1.00 |~excess fines |1.00 | | |~flo | | | (thickest layer) | | (bottom layer) | | | | (mo | | |~excess fines |1.00 |~excess fines |1.00 | | |~cut | | | (bottom layer) | | (thickest layer) | | | | (sl | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Not limited | |Very limited | |Very limited | |Slightly limited | |Mode | | |~excess fines |1.00 |~excess fines |1.00 |~excess lime |0.03 |~flo | | | (thickest layer) | | (bottom layer) | | (slightly limited) | | (mo | | |~excess fines |1.00 |~excess fines |1.00 | | |~cut | | | (bottom layer) | | (thickest layer) | | | | (sl | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Limited | |Very limited | |Very limited | |Limited | |Very  |~wetness |0.86 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.86 |~wet | (limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve | | |~excess fines |1.00 |~excess fines |1.00 | | |~flo | | | (bottom layer) | | (thickest layer) | | | | (mo | | | | | | | | |~cut | | | | | | | | | (sl | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.71 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~wetness |0.71 |~excess fines |1.00 |~excess fines |1.00 | | |~flo | (limited) | | (bottom layer) | | (thickest layer) | | | | (mo |~shrink-swell |0.45 | | | | | | |~cut | (moderately limited)| | | | | | | | (sl | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Slightly limited | |Very limited | |Very limited | |Slightly limited | |Very  |~wetness |0.21 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.21 |~cut | (slightly limited) | | (thickest layer) | | (bottom layer) | | (slightly limited) | | (ve | | |~excess fines |1.00 |~excess fines |1.00 |~too sandy |0.20 |~wet | | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (mo | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |1.00 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~shrink-swell |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.48 |~flo | (very limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (mo |~wetness |0.48 | | | | | | |~too  | (moderately limited)| | | | | | | | (mo | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Very limited | |Very limited | |Very limited | |Not limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 | | |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | | | (li |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 | | |~cut | (moderately limited)| | (bottom layer) | | (thickest layer) | | | | (sl | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.65 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.15 |~wet | (moderately limited)| | (bottom layer) | | (thickest layer) | | (slightly limited) | | (ve |~wetness |0.15 | | | | | | |~too  | (slightly limited) | | | | | | | | (sl | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Slightly limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.12 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (slightly limited) | | (li |~shrink-swell |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.03 |~too  | (very limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (mo |~depth to bedrock |0.10 | | | | | | |~dep | (slightly limited) | | | | | | | | (mo | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~small stones |1.00 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~shrink-swell |1.00 |~excess fines |1.00 |~possible source |0.42 |~too clayey |1.00 |~har | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve | | | | | | |~depth to bedrock |0.97 |~too  | | | | | | | (limited) | | (li | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~possible source |0.42 |~small stones |1.00 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~shrink-swell |1.00 | | | | |~too clayey |1.00 |~har | (very limited) | | | | | | (very limited) | | (ve | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Not limited | |Very limited | |Possible source | |Very limited | |Very  | | |~excess fines |1.00 |~possible source |0.50 |~small stones |1.00 |~cut | | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~possible source |0.25 |~area reclaim |1.00 |~too  | | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve | | | | | | |~large stones |0.64 |~slo | | | | | | | (limited) | | (sl | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~slope |1.00 |~excess fines |1.00 |~possible source |0.50 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~possible source |0.25 |~small stones |1.00 |~cut | | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve | | | | | | |~area reclaim |1.00 |~too  | | | | | | | (very limited) | | (ve | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~possible source |0.42 |~small stones |1.00 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~shrink-swell |1.00 | | | | |~too clayey |1.00 |~har | (very limited) | | | | | | (very limited) | | (ve | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |1.00 |~har | (very limited) | | (bottom layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |0.99 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve | | | | | | |~too sandy |0.87 |~cut | | | | | | | (limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |0.63 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~shrink-swell |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.12 |~wet | (very limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (li |~depth to bedrock |0.10 | | | | |~wetness |0.03 |~slo | (slightly limited) | | | | | | (slightly limited) | | (li | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.12 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (ve |~shrink-swell |1.00 | | | | |~wetness |0.03 |~wet | (very limited) | | | | | | (slightly limited) | | (li | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |0.89 |~har | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.83 |~too  | (very limited) | | (bottom layer) | | (thickest layer) | | (limited) | | (li |~shrink-swell |0.45 | | | | | | |~cut | (moderately limited)| | | | | | | | (sl | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~small stones |1.00 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |1.00 |~har | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~shrink-swell |0.30 | | | | |~depth to bedrock |0.79 |~too  | (moderately limited)| | | | | | (limited) | | (li | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~small stones |1.00 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~slope |0.67 | | | | |~too clayey |1.00 |~har | (limited) | | | | | | (very limited) | | (ve | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Very limited | |Limited | |Very limited | |Very  |~slope |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~large stones |0.70 |~excess fines |1.00 |~small stones |0.83 |~too clayey |1.00 |~too  | (limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~shrink-swell |0.45 |~small stones |0.83 |~small stones |0.83 |~large surface stones|1.00 |~lar | (moderately limited)| | (thickest layer) | | (bottom layer) | | (very limited) | | (li | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |1.00 |~har | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~shrink-swell |1.00 |~excess fines |1.00 |~excess fines |0.99 |~small stones |1.00 |~too  | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (li | | | | | | |~large surface stones|1.00 |~cut | | | | | | | (very limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |1.00 |~har | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~excess fines |0.99 |~slope |1.00 |~slo | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~shrink-swell |1.00 | | | | |~small stones |1.00 |~too  | (very limited) | | | | | | (very limited) | | (li | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |1.00 |~har | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~large stones |0.16 |~excess fines |1.00 |~excess fines |1.00 |~small stones |1.00 |~cut | (slightly limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (sl | | | | | | |~large surface stones|1.00 |~lar | | | | | | | (very limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~depth to bedrock |1.00 |~har | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~large stones |0.16 | | | | |~small stones |1.00 |~cut | (slightly limited) | | | | | | (very limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Very limited | |Very limited | |Very limited | |Limited | |Slig |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.61 |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (sl | | |~excess fines |1.00 |~excess fines |1.00 | | |~too  | | | (bottom layer) | | (thickest layer) | | | | (sl | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |0.63 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (li | | |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.61 |~cut | | | (bottom layer) | | (thickest layer) | | (limited) | | (sl | | | | | | | | |~too  | | | | | | | | | (sl | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too acid |0.12 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (slightly limited) | | (ve |~shrink-swell |1.00 | | | | |~wetness |0.03 |~wet | (very limited) | | | | | | (slightly limited) | | (li | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73217: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~depth to bedrock |1.00 |~excess fines |1.00 |~excess fines |1.00 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve |~slope |1.00 |~excess fines |1.00 |~possible source |0.42 |~small stones |1.00 |~cut | (very limited) | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve |~shrink-swell |1.00 | | | | |~too clayey |1.00 |~har | (very limited) | | | | | | (very limited) | | (ve | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Very limited | |Very limited | |Very limited | |Very limited | |Limi |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |1.00 |~too  | (very limited) | | (thickest layer) | | (thickest layer) | | (very limited) | | (li |~shrink-swell |0.45 |~excess fines |1.00 |~excess fines |1.00 |~small stones |1.00 |~cut | (moderately limited)| | (bottom layer) | | (bottom layer) | | (very limited) | | (sl |~large stones |0.10 |~small stones |0.10 |~small stones |0.10 |~area reclaim |0.68 |~slo | (slightly limited) | | (thickest layer) | | (thickest layer) | | (limited) | | (sl | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Possible source | |Very limited | |Very  |~slope |1.00 |~excess fines |1.00 |~possible source |0.50 |~slope |1.00 |~slo | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~possible source |0.25 |~small stones |1.00 |~cut | | | (bottom layer) | | (thickest layer) | | (very limited) | | (ve | | | | | | |~area reclaim |1.00 |~too  | | | | | | | (very limited) | | (ve | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |1.00 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~excess fines |1.00 | | |~too  | | | (bottom layer) | | (thickest layer) | | | | (mo | | | | | | | | |~cut | | | | | | | | | (sl | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Very limited | |Very limited | |Very limited | |Not limited | |Slig |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 | | |~cut | (very limited) | | (thickest layer) | | (bottom layer) | | | | (sl | | |~excess fines |1.00 |~excess fines |1.00 | | |  | | | (bottom layer) | | (thickest layer) | | | |  | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 74676: | | | | | | | | |  Freeburg-------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.91 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~wetness |0.91 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.50 |~cut | (limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (sl |~shrink-swell |0.30 | | | | |~too acid |0.36 |  | (slightly limited) | | | | | | (moderately limited)| |  | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Very limited | |Very limited | |Very limited | |Not limited | |Mode |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 | | |~flo | (very limited) | | (thickest layer) | | (bottom layer) | | | | (mo | | |~excess fines |1.00 |~excess fines |1.00 | | |~cut | | | (bottom layer) | | (thickest layer) | | | | (sl | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Very limited | |Very limited | |Very limited | |Limited | |Very  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 |~wetness |0.98 |~wet | (very limited) | | (thickest layer) | | (bottom layer) | | (limited) | | (ve |~wetness |0.98 |~excess fines |1.00 |~excess fines |1.00 |~too clayey |0.33 |~flo | (limited) | | (bottom layer) | | (thickest layer) | | (moderately limited)| | (mo |~shrink-swell |0.37 | | | | | | |~cut | (moderately limited)| | | | | | | | (sl | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~excess fines |1.00 |~excess fines |1.00 |~area reclaim |1.00 |~cut | | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~excess fines |1.00 | | |  | | | (bottom layer) | | (bottom layer) | | | |  | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Not limited | |Very limited | |Very limited | |Moderately limited | |Very  | | |~excess fines |1.00 |~excess fines |1.00 |~too sandy |0.40 |~cut | | | (thickest layer) | | (bottom layer) | | (moderately limited)| | (ve | | |~excess fines |1.00 |~excess fines |1.00 | | |~flo | | | (bottom layer) | | (thickest layer) | | | | (mo | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Slightly limited | |Very limited | |Possible source | |Very limited | |Very  |~shrink-swell |0.07 |~excess fines |1.00 |~excess fines |1.00 |~area reclaim |1.00 |~cut | (slightly limited) | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~possible source |0.33 | | |~flo | | | (bottom layer) | | (bottom layer) | | | | (mo | | |~small stones |0.10 |~small stones |0.10 | | |  | | | (thickest layer) | | (thickest layer) | | | |  | | | | | | | | | 
Table 14.--Construction Materials and Excavating--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Source for roadfill | Source for sand | Source for gravel | Source for topsoil |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Not limited | |Very limited | |Possible source | |Very limited | |Very  | | |~excess fines |1.00 |~excess fines |1.00 |~area reclaim |1.00 |~cut | | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~possible source |0.42 |~too sandy |0.40 |~flo | | | (bottom layer) | | (bottom layer) | | (moderately limited)| | (mo | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Very limited | |Very limited | |Very limited | |Not limited | |Mode |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 | | |~flo | (very limited) | | (thickest layer) | | (bottom layer) | | | | (mo | | |~excess fines |1.00 |~excess fines |1.00 | | |~cut | | | (bottom layer) | | (thickest layer) | | | | (sl | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Not limited | |Very limited | |Very limited | |Very limited | |Very  | | |~excess fines |1.00 |~excess fines |1.00 |~area reclaim |1.00 |~cut | | | (thickest layer) | | (thickest layer) | | (very limited) | | (ve | | |~excess fines |1.00 |~excess fines |1.00 | | |  | | | (bottom layer) | | (bottom layer) | | | |  | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Very limited | |Very limited | |Very limited | |Not limited | |Not  |~low strength |1.00 |~excess fines |1.00 |~excess fines |1.00 | | |  | (very limited) | | (thickest layer) | | (bottom layer) | | | |  | | |~excess fines |1.00 |~excess fines |1.00 | | |  | | | (bottom layer) | | (thickest layer) | | | |  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______
Table 15.--Water Management (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Limited | |Very limited | |Very limited | |Limited | |Limi |~slope |0.99 |~slope |1.00 |~slope |1.00 |~slope |0.99 |~slo | (limited) | | (very limited) | | (very limited) | | (limited) | | (li |~seepage |0.50 | | |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.98 |~slope |0.98 |~erodes easily |0.60 |~ero | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo |~slope |0.30 | | |~erodes easily |0.60 |~slope |0.30 |~slo | (moderately limited)| | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.98 |~slope |0.98 |~slope |0.30 |~slo | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo |~slope |0.30 |~percs slowly |0.19 |~percs slowly |0.19 | | |  | (moderately limited)| | (slightly limited) | | (slightly limited) | | | |  | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Limited | |Very limited | |Very limited | |Limited | |Limi |~slope |0.99 |~slope |1.00 |~slope |1.00 |~slope |0.99 |~slo | (limited) | | (very limited) | | (very limited) | | (limited) | | (li |~seepage |0.50 |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~percs slowly |0.13 |~wetness |0.31 |~wet | | | | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~seepage |1.00 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~lar | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~large stones |0.60 |~depth to bedrock |0.09 |~slope |1.00 |~slo | (very limited) | | (moderately limited)| | (slightly limited) | | (very limited) | | (ve |~depth to bedrock |0.75 |~depth to bedrock |0.09 |~large stones |0.01 |~large stones |1.00 |~dep | (limited) | | (slightly limited) | | (slightly limited) | | (very limited) | | (li | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60038: | | | | | | | | |  Holstein-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |0.50 | | | | | | |  | (moderately limited)| | | | | | | |  | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~seepage |1.00 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~lar | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |0.75 |~large stones |0.51 |~depth to bedrock |0.09 |~large stones |1.00 |~dep | (limited) | | (moderately limited)| | (slightly limited) | | (very limited) | | (li |~slope |0.70 |~depth to bedrock |0.09 |~large stones |0.00 |~slope |0.70 |~slo | (limited) | | (slightly limited) | | (slightly limited) | | (limited) | | (li | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |1.00 |~large stones |0.51 |~depth to bedrock |0.09 |~depth to bedrock |1.00 |~lar | (very limited) | | (moderately limited)| | (slightly limited) | | (very limited) | | (ve |~depth to bedrock |0.75 |~depth to bedrock |0.09 |~large stones |0.00 |~large stones |1.00 |~dep | (limited) | | (slightly limited) | | (slightly limited) | | (very limited) | | (li | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~lar | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~large stones |1.00 |~large stones |1.00 |~large stones |1.00 |~slo | | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~large surface stones|1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~lar | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042, 60043: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |0.50 | | |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Very limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |1.00 |~slope |0.98 |~slope |0.98 |~erodes easily |0.60 |~ero | (very limited) | | (limited) | | (limited) | | (moderately limited)| | (mo |~slope |0.30 | | |~erodes easily |0.60 |~slope |0.30 |~slo | (moderately limited)| | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~seepage |1.00 |~slope |1.00 |~slope |1.00 |~slope |0.99 |~slo | (very limited) | | (very limited) | | (very limited) | | (limited) | | (li |~slope |0.99 | | |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (limited) | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |1.00 | | |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (very limited) | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Very limited | |Very limited | |Limited | |Limi |~slope |0.99 |~slope |1.00 |~slope |1.00 |~slope |0.99 |~slo | (limited) | | (very limited) | | (very limited) | | (limited) | | (li |~seepage |0.50 |~percs slowly |0.19 |~percs slowly |0.19 | | |  | (moderately limited)| | (slightly limited) | | (slightly limited) | | | |  | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |0.50 |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~percs slowly |0.13 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.40 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo |~slope |0.10 | | |~slope |0.40 |~slope |0.10 |~slo | (slightly limited) | | | | (moderately limited)| | (slightly limited) | | (sl | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Not limited | |Not limited | |Moderately limited | |Very limited | |Very  | | | | |~erodes easily |0.60 |~wetness |1.00 |~wet | | | | | (moderately limited)| | (very limited) | | (ve | | | | |~droughty |0.20 |~erodes easily |0.60 |~ero | | | | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | |~dro | | | | | | | | | (sl | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Not limited | |Moderately limited | |Moderately limited | |Limited | |Limi | | |~flooding |0.60 |~flooding |0.60 |~wetness |0.68 |~wet | | | (moderately limited)| | (moderately limited)| | (limited) | | (li | | |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~percs slowly |0.13 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Not limited | |Slightly limited | |Moderately limited | |Limited | |Limi | | |~percs slowly |0.13 |~erodes easily |0.60 |~wetness |0.68 |~wet | | | (slightly limited) | | (moderately limited)| | (limited) | | (li | | |~slope |0.10 |~percs slowly |0.13 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (slightly limited) | | (moderately limited)| | (mo | | | | |~slope |0.10 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Moderately limited | |Very limited | |Very limited | |Limited | |Limi |~slope |0.45 |~slope |1.00 |~slope |1.00 |~wetness |0.68 |~wet | (moderately limited)| | (very limited) | | (very limited) | | (limited) | | (li | | |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~percs slowly |0.13 |~slope |0.45 |~slo | | | | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Not limited | |Moderately limited | |Moderately limited | |Very limited | |Very  | | |~flooding |0.60 |~flooding |0.60 |~wetness |1.00 |~wet | | | (moderately limited)| | (moderately limited)| | (very limited) | | (ve | | |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~percs slowly |0.13 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Very limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |1.00 |~flooding |0.90 |~flooding |0.90 |~erodes easily |0.60 |~ero | (very limited) | | (limited) | | (limited) | | (moderately limited)| | (mo | | | | |~erodes easily |0.60 | | |  | | | | | (moderately limited)| | | |  | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Moderately limited | |Limited | |Limited | |Not limited | |Not  |~seepage |0.50 |~flooding |0.90 |~flooding |0.90 | | |  | (moderately limited)| | (limited) | | (limited) | | | |  | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~flooding |0.90 |~flooding |0.90 |~erodes easily |0.60 |~ero | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo | | | | |~erodes easily |0.60 |~wetness |0.60 |~wet | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~flooding |0.90 |~flooding |0.90 |~wetness |0.53 |~wet | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo | | | | |~slow intake |0.60 | | |  | | | | | (moderately limited)| | | |  | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~seepage |0.50 |~flooding |0.60 |~flooding |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo | | | | |~erodes easily |0.60 |~wetness |0.34 |~wet | | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Not limited | |Limited | |Limited | |Moderately limited | |Mode | | |~flooding |0.90 |~flooding |0.90 |~wetness |0.44 |~wet | | | (limited) | | (limited) | | (moderately limited)| | (mo | | |~percs slowly |0.39 |~slow intake |0.60 | | |  | | | (moderately limited)| | (moderately limited)| | | |  | | | | |~percs slowly |0.39 | | |  | | | | | (moderately limited)| | | |  | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Not limited | |Slightly limited | |Moderately limited | |Moderately limited | |Mode | | |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~percs slowly |0.13 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.98 |~slope |0.98 |~erodes easily |0.60 |~ero | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo |~slope |0.30 | | |~erodes easily |0.60 |~wetness |0.31 |~wet | (moderately limited)| | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | |~slope |0.30 |~slo | | | | | | | (moderately limited)| | (mo | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.98 |~slope |0.98 |~erodes easily |0.60 |~ero | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo |~depth to bedrock |0.34 |~percs slowly |0.13 |~erodes easily |0.60 |~slope |0.30 |~dep | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo |~slope |0.30 | | |~percs slowly |0.13 |~wetness |0.13 |~slo | (moderately limited)| | | | (slightly limited) | | (slightly limited) | | (mo | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Limited | |Very limited | |Very limited | |Very limited | |Limi |~depth to bedrock |0.85 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~dep | (limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~slope |0.60 |~large surface stones|0.80 |~large surface stones|0.80 |~large surface stones|0.80 |~lar | (moderately limited)| | (limited) | | (limited) | | (limited) | | (li | | |~percs slowly |0.40 |~percs slowly |0.40 |~slope |0.60 |~slo | | | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |0.85 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~dep | (limited) | | (limited) | | (limited) | | (very limited) | | (li | | |~percs slowly |0.40 |~percs slowly |0.40 |~large surface stones|0.80 |~lar | | | (moderately limited)| | (moderately limited)| | (limited) | | (li | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Limited | |Limi |~seepage |1.00 |~slope |1.00 |~slope |1.00 |~large stones |0.93 |~lar | (very limited) | | (very limited) | | (very limited) | | (limited) | | (li |~slope |0.70 |~large stones |0.30 | | |~slope |0.70 |~slo | (limited) | | (slightly limited | | | | (limited) | | (li | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |1.00 |~large stones |0.30 | | |~large stones |0.93 |~lar | (very limited) | | (slightly limited | | | | (limited) | | (li | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |0.85 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~dep | (limited) | | (limited) | | (limited) | | (very limited) | | (li | | |~percs slowly |0.40 |~percs slowly |0.40 |~large surface stones|0.80 |~lar | | | (moderately limited)| | (moderately limited)| | (limited) | | (li | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~bedrock <20 in. |1.00 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~bed | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~slope |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~cutbanks cave |0.90 |~droughty |1.00 |~too sandy |0.60 |~slo | | | (limited | | (very limited) | | (moderately limited)| | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Limited | |Very limited | |Very limited | |Limited | |Limi |~slope |0.99 |~slope |1.00 |~slope |1.00 |~slope |0.99 |~slo | (limited) | | (very limited) | | (very limited) | | (limited) | | (li |~seepage |0.50 |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo |~depth to bedrock |0.34 | | |~percs slowly |0.13 |~wetness |0.13 |~dep | (moderately limited)| | | | (slightly limited) | | (slightly limited) | | (mo | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |0.50 |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo |~depth to bedrock |0.34 | | |~percs slowly |0.13 |~wetness |0.13 |~dep | (moderately limited)| | | | (slightly limited) | | (slightly limited) | | (mo | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Limited | |Limited | |Limited | |Very limited | |Limi |~depth to bedrock |0.83 |~slope |0.98 |~slope |0.98 |~depth to bedrock |1.00 |~dep | (limited) | | (limited) | | (limited) | | (very limited) | | (li |~slope |0.30 |~depth to bedrock |0.24 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | |~percs slowly |0.13 |~depth to bedrock |0.24 |~slope |0.30 |~slo | | | (slightly limited) | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Limited | |Very limited | |Very limited | |Very limited | |Limi |~slope |0.99 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~slo | (limited) | | (very limited) | | (very limited) | | (very limited) | | (li |~depth to bedrock |0.80 |~depth to bedrock |0.18 |~erodes easily |0.60 |~slope |0.99 |~dep | (limited) | | (slightly limited) | | (moderately limited)| | (limited) | | (li | | |~percs slowly |0.13 |~depth to bedrock |0.18 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |0.80 |~depth to bedrock |0.18 |~erodes easily |0.60 |~depth to bedrock |1.00 |~dep | (limited) | | (slightly limited) | | (moderately limited)| | (very limited) | | (li | | |~percs slowly |0.13 |~depth to bedrock |0.18 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |0.50 |~large stones |1.00 |~large surface stones|1.00 |~large stones |1.00 |~lar | (moderately limited)| | (very limited) | | (very limited) | | (very limited) | | (ve | | |~large surface stones|1.00 |~large stones |0.70 |~large surface stones|1.00 |~lar | | | (very limited) | | (limited) | | (very limited) | | (ve | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~droughty |1.00 |~large surface stones|1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.70 |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~depth to bedrock |1.00 |~lar | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~slope |1.00 |~bedrock <20 in. |1.00 |~large stones |0.98 |~bed | | | (very limited) | | (very limited) | | (limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~droughty |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~slope |1.00 |~large surface stones|1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~depth to bedrock |1.00 |~lar | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~droughty |1.00 |~depth to bedrock |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.70 |~slope |1.00 |~bedrock <20 in. |1.00 |~large stones |1.00 |~lar | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~large surface stones|1.00 |~slope |1.00 |~large surface stones|1.00 |~bed | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~droughty |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~dro | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~large surface stones|1.00 |~bedrock <20 in. |1.00 |~large stones |1.00 |~lar | | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Moderately limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.98 |~slope |0.98 |~slope |0.30 |~slo | (moderately limited)| | (limited) | | (limited) | | (moderately limited)| | (mo |~slope |0.30 | | | | | | |  | (moderately limited)| | | | | | | |  | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Limited | |Very limited | |Very limited | |Limited | |Limi |~slope |0.99 |~slope |1.00 |~slope |1.00 |~slope |0.99 |~slo | (limited) | | (very limited) | | (very limited) | | (limited) | | (li |~seepage |0.50 | | | | | | |  | (moderately limited)| | | | | | | |  | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |0.50 |~percs slowly |0.13 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo |~depth to bedrock |0.34 | | |~percs slowly |0.13 |~wetness |0.13 |~dep | (moderately limited)| | | | (slightly limited) | | (slightly limited) | | (mo | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~depth to bedrock |0.85 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~dep | (limited) | | (limited) | | (limited) | | (very limited) | | (li | | |~percs slowly |0.40 |~percs slowly |0.40 |~large surface stones|0.80 |~lar | | | (moderately limited)| | (moderately limited)| | (limited) | | (li | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |0.80 |~slope |1.00 |~slope |1.00 |~large stones |1.00 |~lar | (limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | |~large stones |0.99 |~slow intake |0.99 |~slope |0.80 |~slo | | | (limited | | (limited) | | (limited) | | (li | | |~percs slowly |0.15 |~droughty |0.24 | | |~dro | | | (slightly limited) | | (slightly limited) | | | | (sl | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~seepage |1.00 |~large stones |0.30 | | |~large stones |0.93 |~lar | (very limited) | | (slightly limited | | | | (limited) | | (li | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Not limited | |Not limited | |Moderately limited | |Very limited | |Very  | | | | |~erodes easily |0.60 |~wetness |1.00 |~wet | | | | | (moderately limited)| | (very limited) | | (ve | | | | |~droughty |0.20 |~erodes easily |0.60 |~ero | | | | | (slightly limited) | | (moderately limited)| | (mo | | | | | | | | |~dro | | | | | | | | | (sl | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Moderately limited | |Slightly limited | |Moderately limited | |Moderately limited | |Mode |~seepage |0.50 |~slope |0.10 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~slope |0.10 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Freeburg-------|Not limited | |Slightly limited | |Moderately limited | |Limited | |Limi | | |~percs slowly |0.13 |~erodes easily |0.60 |~wetness |0.68 |~wet | | | (slightly limited) | | (moderately limited)| | (limited) | | (li | | |~slope |0.10 |~percs slowly |0.13 |~erodes easily |0.60 |~ero | | | (slightly limited) | | (slightly limited) | | (moderately limited)| | (mo | | | | |~slope |0.10 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~seepage |0.50 |~flooding |0.60 |~flooding |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo | | | | |~erodes easily |0.60 | | |  | | | | | (moderately limited)| | | |  | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Not limited | |Moderately limited | |Moderately limited | |Limited | |Limi | | |~flooding |0.60 |~flooding |0.60 |~wetness |0.86 |~wet | | | (moderately limited)| | (moderately limited)| | (limited) | | (li | | |~percs slowly |0.13 |~percs slowly |0.13 | | |  | | | (slightly limited) | | (slightly limited) | | | |  | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Very limited | |Not limited | |Moderately limited | |Moderately limited | |Mode |~seepage |1.00 | | |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (very limited) | | | | (moderately limited)| | (moderately limited)| | (mo | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Very limited | |Limited | |Limited | |Not limited | |Not  |~seepage |1.00 |~flooding |0.90 |~flooding |0.90 | | |  | (very limited) | | (limited) | | (limited) | | | |  | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Very limited | |Limited | |Limited | |Moderately limited | |Mode |~seepage |1.00 |~large stones |0.99 |~flooding |0.90 |~large stones |0.30 |~lar | (very limited) | | (limited | | (limited) | | (moderately limited)| | (mo | | |~flooding |0.90 | | | | |  | | | (limited) | | | | | |  | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Very limited | |Limited | |Limited | |Not limited | |Not  |~seepage |1.00 |~flooding |0.90 |~flooding |0.90 | | |  | (very limited) | | (limited) | | (limited) | | | |  | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Mode |~seepage |0.50 |~flooding |0.60 |~flooding |0.60 |~erodes easily |0.60 |~ero | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (mo | | | | |~erodes easily |0.60 | | |  | | | | | (moderately limited)| | | |  | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Very limited | |Slightly limited | |Moderately limited | |Moderately limited | |Mode |~seepage |1.00 |~slope |0.10 |~erodes easily |0.60 |~erodes easily |0.60 |~ero | (very limited) | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (mo | | | | |~slope |0.10 | | |  | | | | | (slightly limited) | | | |  | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 15.--Water Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and | Pond reservoir areas | Drainage | Irrigation | Terraces and diversions |  soil name | | | | _______________________________________________________________________________________________________________________________ |______ | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 99005: | | | | | | | | |  Landfills------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Very limited | |Very limited | |Very limited | |Moderately limited | |Mode |~seepage |1.00 |~percs slowly |1.00 |~percs slowly |1.00 |~erodes easily |0.60 |~ero | (very limited) | | (very limited) | | (very limited) | | (moderately limited)| | (mo |~slope |0.10 |~slope |0.40 |~erodes easily |0.60 |~slope |0.10 |~slo | (slightly limited) | | (moderately limited)| | (moderately limited)| | (slightly limited) | | (sl | | | | |~slope |0.40 | | |  | | | | | (moderately limited)| | | |  | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | ______________________________________________________________________________________________________________________________________

 | 
Table 16.--Waste Management (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation. The 

 columns range from 0.00 to 1.00. The larger the value, the greater the potential limitation. See text for further explanation  table.) _____________________________________________________________________________________________________________________________________ | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60003: | | | | | | | | |  Menfro---------|Limited | |Limited | |Limited | |Limited | |Very  |~slope |0.76 |~slope |0.76 |~slope |0.99 |~slope |0.99 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (ve | | | | | | | | | 60024: | | | | | | | | |  Menfro---------|Not limited | |Not limited | |Moderately limited | |Moderately limited | |Very  | | | | |~slope |0.30 |~slope |0.30 |~per | | | | | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~slo | | | | | | | | | (li | | | | | | | | | 60025: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Limited | |Limited | |Limited | |Very  |~percs slowly |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~too acid |0.24 |~too acid |0.24 |~slope |0.30 |~slope |0.30 |~wet | (slightly limited) | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (li | | | | |~too acid |0.24 |~too acid |0.24 |~slo | | | | | (slightly limited) | | (slightly limited) | | (li | | | | | | | | | 60037: | | | | | | | | |  Wrengart-------|Limited | |Limited | |Limited | |Limited | |Very  |~slope |0.76 |~slope |0.76 |~slope |0.99 |~slope |0.99 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.31 |~wetness |0.31 |~wetness |0.31 |~wetness |0.31 |~slo | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve |~too acid |0.18 |~too acid |0.18 |~too acid |0.18 |~too acid |0.18 |~wet | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | | 60038: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~depth to bedrock |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~poor filter |1.00 |~poor filter |1.00 |~poor filter |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.19 |~wetness |0.19 |~wetness |0.19 |~poor filter |1.00 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (very limited) | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60038: | | | | | | | | |  Holstein-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (ve | | | | | | | | | 60039: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~poor filter |1.00 |~poor filter |1.00 |~poor filter |1.00 |~depth to bedrock |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |0.45 |~slope |0.45 |~slope |0.70 |~poor filter |1.00 |~dep | (moderately limited)| | (moderately limited)| | (limited) | | (very limited) | | (ve |~wetness |0.19 |~wetness |0.19 |~wetness |0.19 |~slope |0.70 |~wet | (slightly limited) | | (slightly limited) | | (slightly limited) | | (limited) | | (ve | | | | | | | | | 60040: | | | | | | | | |  Pevely---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~poor filter |1.00 |~poor filter |1.00 |~poor filter |1.00 |~depth to bedrock |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.19 |~wetness |0.19 |~wetness |0.19 |~poor filter |1.00 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (very limited) | | (ve | | | | | | | | | 60041: | | | | | | | | |  Brussels-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones >35% |1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large surface stones|1.00 |~large stones >35% |1.00 |~large stones >35% |1.00 |~large stones >35% |1.00 |~too  | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 60042, 60043: | | | | | | | | |  Menfro---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60044: | | | | | | | | |  Minnith--------|Limited | |Limited | |Limited | |Limited | |Very  |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | |~slope |0.30 |~slope |0.30 |~wet | | | | | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~slo | | | | | | | | | (li | | | | | | | | | 60045: | | | | | | | | |  Minnith--------|Limited | |Limited | |Limited | |Limited | |Very  |~slope |0.76 |~slope |0.76 |~slope |0.99 |~slope |0.99 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~wet | | | | | | | | | (ve | | | | | | | | | 60046: | | | | | | | | |  Minnith--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~wet | | | | | | | | | (ve | | | | | | | | | 60047: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Harvester------|Limited | |Limited | |Limited | |Limited | |Very  |~percs slowly |0.76 |~percs slowly |0.76 |~slope |0.99 |~slope |0.99 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~slope |0.76 |~slope |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~wet | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (li | | | | | | | | | 60048: | | | | | | | | |  Weingarten-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 60049: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Slightly limited | |Slightly limited | |Very  | | | | |~slope |0.10 |~slope |0.10 |~per | | | | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (mo | | | | | | | | | 60050: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |0.20 |~droughty |0.20 |~droughty |0.20 | | |~wet | (slightly limited) | | (slightly limited) | | (slightly limited) | | | | (ve | | | | | | | | | 64007: | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~flo | (limited) | | (limited) | | (limited) | | (limited) | | (mo | | | | | | | | | 64008: | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 64009: | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~slope |0.15 |~slope |0.15 |~slope |0.45 |~slope |0.45 |~slo | (slightly limited) | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66000: | | | | | | | | |  Moniteau-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (mo | | | | | | | | | 66014: | | | | | | | | |  Haymond--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~poor filter |1.00 |~poor filter |1.00 |~poor filter |1.00 |~poor filter |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | | 66020: | | | | | | | | |  Haynie---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | | 66024: | | | | | | | | |  Wilbur---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.60 |~wetness |0.60 |~wetness |0.60 |~wetness |0.60 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | | 66050: | | | | | | | | |  Tice-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~wetness |0.53 |~wetness |0.53 |~wetness |0.53 |~wetness |0.53 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 66051: | | | | | | | | |  Perche---------|Limited | |Limited | |Limited | |Limited | |Very  |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.34 |~wetness |0.34 |~wetness |0.34 |~wetness |0.34 |~wet | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~flo | | | | | | | | | (mo | | | | | | | | | 66052: | | | | | | | | |  Waldron--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.44 |~wetness |0.44 |~wetness |0.44 |~wetness |0.44 |~flo | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | | 66053: | | | | | | | | |  Fishpot--------|Limited | |Limited | |Limited | |Limited | |Very  |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~wet | | | | | | | | | (ve | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73046: | | | | | | | | |  Wrengart-------|Moderately limited | |Moderately limited | |Moderately limited | |Moderately limited | |Very  |~wetness |0.31 |~wetness |0.31 |~wetness |0.31 |~wetness |0.31 |~per | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | |~slope |0.30 |~slope |0.30 |~wet | | | | | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~slo | | | | | | | | | (li | | | | | | | | | 73090: | | | | | | | | |  Useful---------|Limited | |Limited | |Limited | |Limited | |Very  |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.13 |~wetness |0.13 |~slope |0.30 |~slope |0.30 |~dep | (slightly limited) | | (slightly limited) | | (moderately limited)| | (moderately limited)| | (ve | | | | |~wetness |0.13 |~wetness |0.13 |~wet | | | | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73200: | | | | | | | | |  Sonsac---------|Limited | |Limited | |Limited | |Very limited | |Very  |~large surface stones|0.80 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~per | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~percs slowly |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~large surface stones|0.80 |~dep | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~slope |0.30 |~slope |0.30 |~slope |0.60 |~percs slowly |0.76 |~slo | (moderately limited)| | (moderately limited)| | (moderately limited)| | (limited) | | (ve | | | | | | | | | 73201: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large surface stones|0.80 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~slo | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~percs slowly |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~large surface stones|0.80 |~dep | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | | 73202: | | | | | | | | |  Rueter---------|Moderately limited | |Moderately limited | |Limited | |Limited | |Very  |~slope |0.45 |~slope |0.45 |~slope |0.70 |~slope |0.70 |~slo | (moderately limited)| | (moderately limited)| | (limited) | | (limited) | | (ve |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~per | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (mo |~large stones |0.03 |~large stones |0.03 |~large stones |0.03 |~large stones |0.03 |~too  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 73203: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~per | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (mo |~large stones |0.03 |~large stones |0.03 |~large stones |0.03 |~large stones |0.03 |~too  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large surface stones|0.80 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~slo | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~percs slowly |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~large surface stones|0.80 |~dep | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73204: | | | | | | | | |  Ramsey---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~depth to bedrock |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~slope |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~slope |1.00 |~slope |1.00 |~poor filter |1.00 |~too  | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (sl | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73205: | | | | | | | | |  Useful---------|Limited | |Limited | |Limited | |Limited | |Very  |~slope |0.76 |~slope |0.76 |~slope |0.99 |~slope |0.99 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.13 |~wetness |0.13 |~wetness |0.13 |~wetness |0.13 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | | 73206: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.13 |~wetness |0.13 |~wetness |0.13 |~wetness |0.13 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | | 73207: | | | | | | | | |  Caneyville-----|Limited | |Limited | |Limited | |Very limited | |Very  |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~depth to bedrock |1.00 |~per | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~depth to bedrock |0.24 |~depth to bedrock |0.24 |~slope |0.30 |~percs slowly |0.60 |~dep | (slightly limited) | | (slightly limited) | | (moderately limited)| | (limited) | | (ve | | | | |~depth to bedrock |0.24 |~slope |0.30 |~slo | | | | | (slightly limited) | | (moderately limited)| | (li | | | | | | | | | 73208: | | | | | | | | |  Caneyville-----|Limited | |Limited | |Limited | |Very limited | |Very  |~slope |0.76 |~slope |0.76 |~slope |0.99 |~depth to bedrock |1.00 |~per | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slope |0.99 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~depth to bedrock |0.18 |~depth to bedrock |0.18 |~depth to bedrock |0.18 |~percs slowly |0.60 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (limited) | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73209: | | | | | | | | |  Caneyville-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~depth to bedrock |1.00 |~slo | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~depth to bedrock |0.18 |~depth to bedrock |0.18 |~depth to bedrock |0.18 |~percs slowly |0.60 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (limited) | | (ve | | | | | | | | | 73210: | | | | | | | | |  Goss-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~large surface stones|1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large surface stones|1.00 |~slope |1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~lar | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large stones |0.45 |~large stones |0.45 |~large stones |0.45 |~large stones |0.45 |~too  | (moderately limited)| | (moderately limited)| | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | | 73211: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~large surface stones|1.00 |~droughty |1.00 |~droughty |1.00 |~depth to bedrock |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~slope |0.70 |~lar | (very limited) | | (very limited) | | (very limited) | | (limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73212: | | | | | | | | |  Gasconade------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~large surface stones|1.00 |~droughty |1.00 |~droughty |1.00 |~depth to bedrock |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |1.00 |~large surface stones|1.00 |~slope |1.00 |~slope |1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~lar | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73213: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~depth to bedrock |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large surface stones|1.00 |~large surface stones|1.00 |~large surface stones|1.00 |~slope |0.70 |~slo | (very limited) | | (very limited) | | (very limited) | | (limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73214: | | | | | | | | |  Moko-----------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~droughty |1.00 |~droughty |1.00 |~droughty |1.00 |~depth to bedrock |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~bedrock <20 in. |1.00 |~bedrock <20 in. |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~slope |1.00 |~large surface stones|1.00 |~bedrock <20 in. |1.00 |~large surface stones|1.00 |~dep | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |  Rock outcrop---|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 73215: | | | | | | | | |  Crider---------|Not limited | |Not limited | |Moderately limited | |Moderately limited | |Very  | | | | |~slope |0.30 |~slope |0.30 |~per | | | | | (moderately limited)| | (moderately limited)| | (ve | | | | | | | | |~slo | | | | | | | | | (li | | | | | | | | | 73216: | | | | | | | | |  Crider---------|Limited | |Limited | |Limited | |Limited | |Very  |~slope |0.76 |~slope |0.76 |~slope |0.99 |~slope |0.99 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (ve | | | | | | | | | 73217: | | | | | | | | |  Useful---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slo | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.13 |~wetness |0.13 |~wetness |0.13 |~wetness |0.13 |~dep | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 73217: | | | | | | | | |  Sonsac---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~large surface stones|0.80 |~large surface stones|0.80 |~large surface stones|0.80 |~depth to bedrock |1.00 |~slo | (limited) | | (limited) | | (limited) | | (very limited) | | (ve |~percs slowly |0.76 |~percs slowly |0.76 |~percs slowly |0.76 |~large surface stones|0.80 |~dep | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | | 73218: | | | | | | | | |  Tiff-----------|Limited | |Limited | |Limited | |Limited | |Very  |~percs slowly |0.60 |~percs slowly |0.60 |~slope |0.80 |~slope |0.80 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~slope |0.60 |~slope |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~slo | (moderately limited)| | (moderately limited)| | (limited) | | (limited) | | (ve |~droughty |0.24 |~droughty |0.24 |~droughty |0.24 | | |~too  | (slightly limited) | | (slightly limited) | | (slightly limited) | | | | (mo | | | | | | | | | 73219: | | | | | | | | |  Rueter---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slope |1.00 |~slo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~too acid |0.24 |~per | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (mo |~large stones |0.03 |~large stones |0.03 |~large stones |0.03 |~large stones |0.03 |~too  | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (sl | | | | | | | | | 74644: | | | | | | | | |  Deible---------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~wetness |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve |~droughty |0.20 |~droughty |0.20 |~droughty |0.20 | | |~wet | (slightly limited) | | (slightly limited) | | (slightly limited) | | | | (ve | | | | | | | | | 74675: | | | | | | | | |  Horsecreek-----|Not limited | |Not limited | |Not limited | |Not limited | |Very  | | | | | | | | |~per | | | | | | | | | (ve | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 74676: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 74676: | | | | | | | | |  Freeburg-------|Limited | |Limited | |Limited | |Limited | |Very  |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~wetness |0.68 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 75375: | | | | | | | | |  Horsecreek-----|Limited | |Limited | |Limited | |Limited | |Very  |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (mo | | | | | | | | | 75385: | | | | | | | | |  Gabriel--------|Limited | |Limited | |Limited | |Limited | |Very  |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~wetness |0.86 |~wetness |0.86 |~wetness |0.86 |~wetness |0.86 |~wet | (limited) | | (limited) | | (limited) | | (limited) | | (ve |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~percs slowly |0.60 |~flo | (limited) | | (limited) | | (limited) | | (limited) | | (mo | | | | | | | | | 75390: | | | | | | | | |  Razort---------|Slightly limited | |Slightly limited | |Slightly limited | |Slightly limited | |Very  |~flooding |0.30 |~flooding |0.30 |~flooding |0.30 |~flooding |0.30 |~per | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | | 75398: | | | | | | | | |  Kaintuck-------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flo | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~per | | | | | | | | | (mo | | | | | | | | | 75450: | | | | | | | | |  Bloomsdale-----|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | |~too  | | | | | | | | | (sl | | | | | | | | | 
Table 16.--Waste Management--Continued _____________________________________________________________________________________________________________________________________

 | | | | | Map symbol and |Land application of manure | Land application of |Disposal of wastewater by |Treatment of wastewater by |Trea soil name | and food processing waste | municipal sewage sludge | irrigation | slow rate process _______________________________________________________________________________________________________________________________ |rapi

______

 | Limitation |Value| Limitation |Value| Limitation |Value| Limitation |Valu __________ _____ __________ _____ __________ _____ __________ ____e| 

_ 

 | | | | | | | | | 75452: | | | | | | | | |  Gladden--------|Very limited | |Very limited | |Very limited | |Very limited | |Very  |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~flooding |1.00 |~per | (very limited) | | (very limited) | | (very limited) | | (very limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (ve | | | | | | | | | 75453: | | | | | | | | |  Sturkie--------|Limited | |Limited | |Limited | |Limited | |Very  |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~flooding |0.90 |~per | (limited) | | (limited) | | (limited) | | (limited) | | (ve | | | | | | | | |~flo | | | | | | | | | (mo | | | | | | | | | 75454: | | | | | | | | |  Urban land-----|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | |  Razort---------|Slightly limited | |Slightly limited | |Slightly limited | |Slightly limited | |Very  |~flooding |0.30 |~flooding |0.30 |~flooding |0.30 |~flooding |0.30 |~per | (slightly limited) | | (slightly limited) | | (slightly limited) | | (slightly limited) | | (ve | | | | | | | | |~slo | | | | | | | | | (sl | | | | | | | | | 99000: | | | | | | | | |  Pits, | | | | | | | | |  quarries------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99001: | | | | | | | | |  Water----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99003: | | | | | | | | |  Miscellaneous | | | | | | | | |  water---------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99005: | | | | | | | | |  Landfill pits--|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | | 99009: | | | | | | | | |  Udorthents-----|Not limited | |Not limited | |Slightly limited | |Slightly limited | |Slig | | | | |~slope |0.10 |~slope |0.10 |~slo | | | | | (slightly limited) | | (slightly limited) | | (mo | | | | | | | | |  Pits-----------|Not rated | |Not rated | |Not rated | |Not rated | |Not  | | | | | | | | _______________________________________________________________________________________________________________________________ | 

______

219

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

layers 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 layers of each soil in the survey area. Most

soils have layers of contrasting properties within the

upper 5 or 6 feet.

Depth to the upper and lower boundaries of each

layer is indicated. The range in depth and information

on other properties of each layer are given for each

soil series under the heading “Soil Series and Their

Morphology.”

Texture is given in the standard terms used by the

U.S. Department of Agriculture. These terms are

defined according to percentages of sand, silt, and

clay in the fraction of the soil that is less than 2

millimeters in diameter (fig. 13). “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 about 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,

1993) and the system adopted by the American

Association of State Highway and Transportation

Officials (AASHTO, 1986).

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

Soil Properties

Figure 13.—Percentages of clay, silt, and sand in the basic USDA

soil textural classes.
220 Soil Survey

SC; silty and clayey soils as ML, CL, OL, MH, CH,

and OH; and highly organic soils as PT. Soils

exhibiting engineering properties of two groups can

have a dual classification, for example, CL-ML.

The AASHTO system classifies soils according to

those properties that affect roadway construction and

maintenance. In this system, the fraction of a mineral

soil that is less than 3 inches in diameter is classified

in one of seven groups from A-1 through A-7 on the

basis of 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 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

Table 18 shows estimates of some characteristics

and features that affect soil behavior. These

estimates are given for the major layers of each soil

in the survey area. The estimates are based on field

observations and on test data for these and similar

soils.

Depth to the upper and lower boundaries of each

layer is indicated. The range in depth and information

on other properties of each layer are given for each

soil series under the heading “Soil Series and Their

Morphology.”

Clay as a soil separate consists of mineral soil

particles that are less than 0.002 millimeter in

diameter. In this table, the estimated clay content of

each major soil layer is given as a percentage, by

weight, of the soil material that is less than 2

millimeters in diameter.

The amount and kind of clay 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 shrink-swell

potential, permeability, plasticity, the ease of soil

dispersion, and other soil properties. The amount and

kind of clay in a soil also affect tillage and

earthmoving operations.

Moist bulk density is the weight of soil (ovendry)

per unit volume. Volume is measured when the soil is

at field moisture capacity, that is, the moisture

content at 1/3-bar moisture tension. Weight is

determined after drying the soil at 105 degrees C. In

this table, 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 shrink-swell potential, available water

capacity, total pore space, and other soil properties.

The moist bulk density of a soil indicates the pore

space available for water and roots. 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.

Saturated hydraulic conductivity refers to the

ability of a soil to transmit water or air. The term

“permeability,” as used in soil surveys, indicates

saturated hydraulic conductivity (Ksat ). The estimates

in the table indicate the rate of water movement, in

micrometers per second (um/sec), when the soil is

saturated. They are based on soil characteristics

observed in the field, particularly structure, porosity,

and texture. Permeability is considered in the design

of soil drainage systems and septic tank absorption

fields.

Available water capacity refers to the quantity of

water that the soil is capable of storing for use by

plants. The capacity for water storage is given in
Jefferson County, Missouri 221

inches of water per inch of soil for each major soil

layer. 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 refers to the change in length of

an unconfined clod as moisture content is decreased

from a moist to a dry state. It is an expression of the

volume change between the water content of the clod

at 1/3- or 1/10-bar tension (33kPa or 10kPa tension)

and oven dryness. The volume change is reported in

the table as percent change for the whole soil.

Volume change is influenced by the amount and type

of clay minerals in the soil.

Linear extensibility is used to determine the

shrink-swell potential of soils. The shrink-swell

potential is low if the soil has a linear extensibility of

less than 3 percent; moderate if 3 to 6 percent; high if

6 to 9 percent; and very high if more than 9 percent.

If the linear extensibility is more than 3, shrinking and

swelling can cause damage to buildings, roads, and

other structures and to plant roots. Special design

commonly is needed.

Organic matter is the plant and animal residue in

the soil at various stages of decomposition. In the

table, the estimated content of organic matter is

expressed as a percentage, by weight, of the soil

material that is less than 2 millimeters in diameter.

The content of organic matter in a soil can be

maintained by returning crop residue to the soil.

Organic matter has a positive effect on available

water capacity, water infiltration, soil organism

activity, and tilth. It is a source of nitrogen and other

nutrients for crops and soil organisms.

Cation-exchange capacity is the total amount of

extractable bases that can be held by the soil,

expressed in terms of milliequivalents per 100 grams

of soil at neutrality (pH 7.0) or at some other stated

pH value. Soils having a low cation-exchange

capacity hold fewer cations and may require more

frequent applications of fertilizer than soils having a

high cation-exchange capacity. The ability to retain

cations reduces the hazard of ground-water pollution.

Effective cation-exchange capacity refers to the

sum of extractable bases plus aluminum expressed

in terms of milliequivalents per 100 grams of soil. It is

determined for soils that have pH of less than 5.5.

Soil reaction is a measure of acidity or alkalinity

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.

Erosion factor Kw (formerly K factor) indicates the

susceptibility of a soil to sheet and rill erosion by

water. Factor Kw is one of six factors used in the

Universal Soil Loss Equation (USLE), and may be

used in the Revised Universal Soil Loss Equation

(RUSLE), to predict the average annual rate of soil

loss by sheet and rill erosion. Losses are expressed

in tons per acre per year. These estimates are based

primarily on percentage of silt, sand, and organic

matter (up to 4 percent) and on soil structure and

permeability. Factor Kw is adjusted for the effect of

rock fragments. Values of Kw range from 0.02 to

0.69. The higher the value, the more susceptible the

soil is to sheet and rill erosion by water.

Erosion factor Kf indicates the erodibility of the

fine-earth fraction, or the material less than 2

millimeters in size. Factor Kf is one of the factors that

may be used in 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.

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 resistance to

wind erosion in cultivated areas. The groups indicate

the susceptibility of soil to wind erosion. 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.
222 Soil Survey

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 coarse 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.

Water Features

Table 19 gives estimates of various water features.

The estimates are used in land use planning that

involves engineering considerations.

Hydrologic soil groups are based on estimates of

runoff potential. Soils are assigned to one of four

groups according to the rate of water infiltration when

the soils are not protected by vegetation, are

thoroughly wet, and receive precipitation from longduration storms.

The four hydrologic soil groups are:

Group A. Soils having a high infiltration rate (low

runoff potential) when thoroughly wet. These consist

mainly of deep, well drained to excessively drained

sands or gravelly sands. These soils have a high rate

of water transmission.

Group B. Soils having a moderate infiltration rate

when thoroughly wet. These consist chiefly of

moderately deep or deep, moderately well drained or

well drained soils that have moderately fine texture to

moderately coarse texture. These soils have a

moderate rate of water transmission.

Group C. Soils having a slow infiltration rate

when thoroughly wet. These consist chiefly of soils

having a layer that impedes the downward movement

of water or soils of moderately fine texture or fine

texture. These soils have a slow rate of water

transmission.

Group D. Soils having a very slow infiltration rate

(high runoff potential) when thoroughly wet. These

consist chiefly of clays that have a high shrink-swell

potential, soils that have a high water table, soils that

have a claypan or clay layer at or near the surface,

and soils that are shallow over nearly impervious

material. These soils have a very slow rate of water

transmission.

If a soil is assigned to two hydrologic groups in the

table, the first letter is for drained areas and the

second is for undrained areas.

Flooding, the temporary inundation of an area, is

caused by overflowing streams, by runoff from

adjacent slopes, or by tides. Water standing for short

periods after rainfall or snowmelt is not considered

flooding, and water standing in swamps and marshes

is considered ponding rather than flooding.

The table gives the frequency and duration of

flooding and the time of year when flooding is most

likely.

Frequency, duration, and probable dates of

occurrence are estimated. Frequency is expressed

as none, rare, occasional, and frequent. None means

that flooding is not probable; rare that it is unlikely but

possible under unusual weather conditions (the

chance of flooding is nearly 0 percent to 5 percent in

any year); occasional that it occurs, on the average,

once or less in 2 years (the chance of flooding is 5 to

50 percent in any year); and frequent that it occurs,

on the average, more than once in 2 years (the

chance of flooding is more than 50 percent in any

year). Common is used when the occasional and

frequent classes are grouped for certain purposes.

Duration is expressed as very brief if less than 2

days, brief if 2 to 7 days, long if 7 days to 1 month,

and very long if more than 1 month. Probable dates

are expressed in months. About two-thirds to threefourths of all flooding occurs during the stated period.

The information is based on evidence in the soil

profile, namely thin strata of gravel, sand, silt, or clay

deposited by floodwater; irregular decrease in

organic matter content with increasing depth; and

little or no horizon development.

Also considered are local information about the

extent and levels of flooding and the relation of each

soil on the landscape to historic floods. Information

on the extent of flooding based on soil data is less

specific than that provided by detailed engineering

surveys that delineate flood-prone areas at specific

flood frequency levels.

High water table (seasonal) is the highest level of

a saturated zone in the soil in most years. The

estimates are based mainly on observations of the

water table at selected sites and on the evidence of a

saturated zone, namely grayish colors or mottles

(redoximorphic features) in the soil. Indicated in the

table are the depth to the seasonal high water table;

the kind of water table—that is, perched, apparent, or
Jefferson County, Missouri 223

artesian; and the months of the year that the water

table commonly is high. A water table that is

seasonally high for less than 1 month is not indicated

in the table.

An apparent water table is a thick zone of free

water in the soil. It is indicated by the level at which

water stands in an uncased borehole after adequate

time is allowed for adjustment in the surrounding soil.

A perched water table is water standing above an

unsaturated zone. In places an upper, or perched,

water table is separated from a lower one by a dry

zone. An artesian water table is under hydrostatic

head, generally below an impermeable layer. When

this layer is penetrated, the water level rises in an

uncased borehole.

Two numbers in the column showing depth to the

water table indicate the normal range in depth to a

saturated zone. Depth is given to the nearest half

foot. The first numeral in the range indicates the

highest water level. A plus sign preceding the range

in depth indicates that the water table is above the

surface of the soil. “More than 6.0” indicates that the

water table is below a depth of 6 feet or that it is

within a depth of 6 feet for less than a month.

Soil Features

Table 20 gives estimates of various soil features.

The estimates are used in land use planning that

involves engineering considerations.

A restrictive layer is a nearly continuous layer that

has one or more physical, chemical, or thermal

properties that significantly impede the movement of

water and air through the soil or that restrict roots or

otherwise provide an unfavorable root environment.

Examples are bedrock, cemented layers, dense

layers, and frozen layers. The table indicates the

hardness and thickness of the restrictive layer, both

of which significantly affect the ease of excavation.

Depth to top is the vertical distance from the soil

surface to the upper boundary of the restrictive layer.

Potential frost action is the likelihood of upward or

lateral expansion of the soil caused by the formation

of segregated ice lenses (frost heave) and the

subsequent collapse of the soil and loss of strength

on thawing. Frost action occurs when moisture

moves into the freezing zone of the soil. Temperature,

texture, density, permeability, content of organic

matter, and depth to the water table are the most

important factors considered in evaluating the

potential for frost action. It is assumed that the soil is

not insulated by vegetation or snow and is not

artificially drained. Silty and highly structured, clayey

soils that have a high water table in winter are the

most susceptible to frost action. Well drained, very

gravelly, or very sandy soils are the least

susceptible. Frost heave and low soil strength during

thawing cause damage mainly to pavements and

other rigid structures.

Risk of corrosion pertains to potential soil-induced

electrochemical or chemical action that dissolves or

weakens uncoated steel or concrete. The rate of

corrosion of uncoated steel is related to such factors

as soil moisture, particle-size distribution, acidity,

and electrical conductivity of the soil. The rate of

corrosion of concrete is based mainly on the sulfate

and sodium content, texture, moisture content, and

acidity of the soil. Special site examination and

design may be needed if the combination of factors

results in a severe hazard of corrosion. The steel in

installations that intersect soil boundaries or soil

layers is more susceptible to corrosion than steel 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 is also

expressed as low, moderate, or high. It is based on

soil texture, acidity, and amount of sulfates in the

saturation extract.
224 Soil Survey

Table 17.--Engineering Index Properties

(Absence of an entry indicates that data were not estimated.)

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

60003: | | | | | | | | | | | |

 Menfro-------| 0-8 |SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 | 8-30|SICL |CL |A-7-6, A-6, | 0 | 0 | 100 | 100 |95-100|85-95 |35-45 |15-25

 | | | | A-7 | | | | | | | |

 |30-60|SIL, SICL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-95 |30-40 |10-20

 | | | | | | | | | | | |

60024: | | | | | | | | | | | |

 Menfro-------| 0-8 |SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 | 8-39|SICL, SIL |CL |A-7-6, A-6, | 0 | 0 | 100 | 100 |90-100|70-95 |35-45 |15-20

 | | | | A-7 | | | | | | | |

 |39-80|SIL, SICL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-95 |30-40 |10-20

 | | | | | | | | | | | |

60025: | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Harvester----| 0-7 |SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 | 7-31|SICL, SIL |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |90-100|70-95 |35-45 |15-25

 |31-80|SICL, CL |CL |A-6, A-7-6 | 0 | 0 | 100 |95-100|90-95 |70-90 |35-45 |15-25

 | | | | | | | | | | | |

60037: | | | | | | | | | | | |

 Wrengart-----| 0-4 |SIL |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 4-7 |SIL |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 7-29|SICL |CL |A-7-6, A-6 | 0 | 0 | 100 |95-100|90-100|85-95 |35-45 |15-25

 |29-41|SICL, SIL |CL |A-6 | 0 | 0 |85-100|80-100|80-100|65-90 |30-45 |10-20

 |41-80|CBX-SIL, GRV- |GC |A-2-4 | 0-5 |10-75 |35-55 |30-50 |30-50 |20-45 |25-40 | 5-20

 | | SICL | | | | | | | | | |

 | | | | | | | | | | | |

60038: | | | | | | | | | | | |

 Pevely-------| 0-4 |L |CL-ML, CL |A-4 | 0 | 0-5 |95-100|90-100|80-95 |55-75 |15-35 | 5-15

 | 4-10|L, FSL, SIL |SC, CL, SC-SM|A-4, A-6 | 0 | 0-5 |95-100|90-100|65-100|40-90 |15-35 | 5-15

 |10-32|SCL, L, CL, CN-|SC, CL, SC-SM|A-6, A-7, A-4| 0 | 0-35 |95-100|90-100|75-100|30-75 |25-50 | 5-25

 | | SCL | | | | | | | | | |

 |32-37|PCNV-FSL, PCNV-|SC, SC-SM, SM|A-2-4, A-1-b | 0 |15-60 |35-60 |30-55 |20-45 |10-25 |10-30 |NP-10

 | | FS | | | | | | | | | |

 |37-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

 Holstein-----| 0-4 |FSL |CL, ML, CL- |A-4 | 0 | 0 |95-100|90-100|70-80 |45-50 |15-30 |NP-10

 | | | ML, SC | | | | | | | | |

 | 4-9 |FSL, L |ML, SC |A-4 | 0 | 0 |95-100|90-100|70-90 |45-65 |15-30 |NP-10

 | 9-52|SCL, CL |CL |A-6 | 0 | 0 |90-100|85-100|70-95 |40-75 |30-45 |10-20

 |52-65|CL, SCL |CL |A-6 | 0 | 0 |90-100|85-100|70-95 |40-75 |30-45 |10-20

 |65-80|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

60039: | | | | | | | | | | | |

 Pevely-------| 0-4 |SIL |CL-ML, CL |A-4 | 0 | 0-5 |95-100|90-100|80-100|65-90 |15-35 | 5-15

 | 4-10|SIL, L |CL, SC, SC-SM|A-4, A-6 | 0 | 0-5 |95-100|90-100|65-100|40-90 |15-35 | 5-15

 |10-32|SCL, CL, CN-SCL|CL, SC, SC-SM|A-7, A-6, A-4| 0 | 0-35 |95-100|90-100|75-100|30-75 |25-50 | 5-25

 |32-37|PCNV-FSL, PCNV-|SC, SC-SM, SM|A-2-4, A-1-b | 0 |15-60 |35-60 |30-55 |20-45 |10-25 |10-30 |NP-10

 | | FS | | | | | | | | | |

 |37-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

60040: | | | | | | | | | | | |

 Pevely-------| 0-4 |L |CL-ML, CL |A-4 | 0 | 0-5 |95-100|90-100|80-95 |55-75 |15-35 | 5-15

 | 4-10|L, FSL |CL, SC-SM, SC|A-4, A-6 | 0 | 0-5 |95-100|90-100|65-100|40-90 |15-35 | 5-15

 |10-32|SCL, PCN-SCL, L|SC, CL, SC-SM|A-6, A-7, A-4| 0 | 0-35 |95-100|90-100|75-100|30-75 |25-50 | 5-25

 |32-37|PCNV-FS, CN-FS |SC-SM, SM, SC|A-1-b, A-2-4 | 0 |15-60 |35-60 |30-55 |20-45 |10-25 |10-30 |NP-10

 |37-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |
Jefferson County, Missouri 225

Table 17.--Engineering Index Properties--Continued

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

60041: | | | | | | | | | | | |

 Brussels-----| 0-5 |CNV-SICL |CL |A-6, A-7-6, | 0-10 |50-75 |90-100|85-100|80-95 |70-90 |35-50 |15-25

 | | | | A-7 | | | | | | | |

 | 5-35|FLV-SIC, FLV- |CL |A-7-6, A-7 | 5-15 |50-75 |90-100|85-100|80-95 |70-95 |45-60 |20-35

 | | SICL | | | | | | | | | |

 |35-60|FLX-SIC, FLV- |CL |A-7, A-7-6 |10-25 |65-80 |90-100|85-100|80-95 |70-95 |45-60 |20-35

 | | SICL | | | | | | | | | |

 | | | | | | | | | | | |

 Rock outcrop.| | | | | | | | | | | |

 | | | | | | | | | | | |

60042: | | | | | | | | | | | |

 Menfro-------| 0-8 |SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 | 8-20|SIL, SICL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-95 |30-40 |10-20

 |20-47|SICL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100|85-95 |35-45 |15-25

 |47-80|SIL, SICL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-95 |30-40 |10-20

 | | | | | | | | | | | |

60043: | | | | | | | | | | | |

 Menfro-------| 0-4 |SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 | 4-10|SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 |10-40|SICL, SIL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-100|70-95 |25-45 |15-20

 |40-80|SIL, SICL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |30-40 |10-20

 | | | | | | | | | | | |

60044, 60045, | | | | | | | | | | | |

 60046: | | | | | | | | | | | |

 Minnith-----| 0-5 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 5-35|SICL, SIL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-100|70-95 |25-45 | 5-20

 |35-80|L |CL |A-6, A-4 | 0 | 0-5 |95-100|90-100|80-95 |60-75 |20-35 | 5-15

 | | | | | | | | | | | |

60047: | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Harvester----| 0-7 |SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 |10-15

 | 7-31|SICL, SIL |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |90-100|70-95 |35-45 |15-25

 |31-80|SICL, CL |CL |A-6, A-7-6 | 0 | 0 | 100 |95-100|90-95 |70-90 |35-45 |15-25

 | | | | | | | | | | | |

60048: | | | | | | | | | | | |

 Weingarten---| 0-3 |SIL |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 3-11|SIL |CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |11-32|SICL |ML, CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100|85-95 |35-45 |10-20

 |32-68|SIL, GR-SIL |CL |A-6 | 0 | 0 |55-100|50-100|45-95 |40-85 |30-40 |10-15

 |68-80|GRX-SIL, GRV- |GC |A-2, A-2-6 | 0 | 0-30 |15-35 |10-30 |10-30 | 5-25 |30-40 |10-15

 | | SIL | | | | | | | | | |

 | | | | | | | | | | | |

60049: | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Horsecreek---| 0-9 |SIL |CL-ML, CL |A-4 | 0 | 0 |95-100|90-100|85-100|70-90 |20-35 | 5-15

 | 9-60|SIL, SICL |CL |A-6, A-7 | 0 | 0 |95-100|90-100|85-100|65-95 |25-45 |10-20

 | | | | | | | | | | | |

60050: | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Deible-------| 0-10|SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |10-15|SIL |CL, CL-ML |A-6, A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |15-37|SIC, C |CH |A-7-6, A-7 | 0 | 0 | 100 | 100 |90-100|85-95 |50-70 |25-40

 |37-80|SICL, SIL |CL |A-6, A-7 | 0 | 0 |85-100|80-100|80-95 |65-90 |30-50 |10-25

 | | | | | | | | | | | |

64007, 64008, | | | | | | | | | | | |

 64009: | | | | | | | | | | | |

 Freeburg----| 0-8 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 8-18|SIL |CL |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-30 | 5-10

 |18-37|SICL |CL |A-7-6, A-7, | 0 | 0 | 100 | 100 |95-100|85-95 |35-45 |15-20

 | | | | A-6 | | | | | | | |

 |37-65|SICL, SIL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-100|70-95 |30-45 |10-20

 | | | | | | | | | | | |
226 Soil Survey

Table 17.--Engineering Index Properties--Continued

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

66000: | | | | | | | | | | | |

 Moniteau-----| 0-7 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 | 5-15

 | 7-14|SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |14-80|SICL, SIL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-100|75-95 |30-45 |10-20

 | | | | | | | | | | | |

66014: | | | | | | | | | | | |

 Haymond------| 0-6 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 6-41|SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |41-80|FSL, L |SC, SC-SM, SM|A-4 | 0 | 0 |95-100|90-100|70-80 |40-60 |10-30 |NP-10

 | | | | | | | | | | | |

66020: | | | | | | | | | | | |

 Haynie-------| 0-9 |SIL |CL-ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 | 5-25 | 5-15

 | 9-80|SR- VFSL SIL |CL-ML |A-4 | 0 | 0 | 100 | 100 |85-100|50-90 | 5-25 | 5-15

 | | | | | | | | | | | |

66024: | | | | | | | | | | | |

 Wilbur-------| 0-8 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 8-36|SIL |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-30 | 5-10

 |36-80|SIL |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-30 | 5-10

 | | | | | | | | | | | |

66050: | | | | | | | | | | | |

 Tice---------| 0-16|SICL |CL |A-6 | 0 | 0 | 100 | 100 |95-100|85-95 |35-45 |15-20

 |16-80|SIL, SICL |CL |A-7, A-6 | 0 | 0 | 100 | 100 |90-100|70-95 |30-45 |10-20

 | | | | | | | | | | | |

66051: | | | | | | | | | | | |

 Perche-------| 0-4 |SIL |ML |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 | 5-25 |NP-5

 | 4-60|SR- S SIL |ML, SC-SM, |A-4 | 0 | 0 | 100 | 100 |60-100|10-85 | 5-30 |NP-10

 | | | CL, SM, SC | | | | | | | | |

 | | | | | | | | | | | |

66052: | | | | | | | | | | | |

 Waldron------| 0-6 |SICL |CL |A-7, A-7-6 | 0 | 0 | 100 | 100 |95-100|85-95 |45-55 |25-35

 | 6-60|SR- SIL SICL |CH |A-7, A-7-6 | 0 | 0 | 100 | 100 |95-100|85-95 |50-65 |30-40

 | | SIC | | | | | | | | | |

 | | | | | | | | | | | |

66053: | | | | | | | | | | | |

 Fishpot------| 0-47|SR- SIL |CL |A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |30-35 |10-15

 |47-80|SR- SIL SICL |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |90-100|70-95 |30-45 |10-20

 | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

73046: | | | | | | | | | | | |

 Wrengart-----| 0-6 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 6-26|SICL, SIL |CL |A-6 | 0 | 0 | 100 |95-100|90-100|70-90 |30-45 |10-20

 |26-45|SIL, SICL |CL |A-6 | 0 | 0 | 100 |95-100|90-100|70-95 |25-40 |10-20

 |45-60|GRX-SICL, GRV- |GC |A-2, A-6, A- | 0-5 | 0-10 |25-55 |20-50 |20-45 |15-40 |35-45 |15-20

 | | SICL | | 2-7 | | | | | | | |

 |60-80|GR-SIC, SIC, |CH, CL, GC |A-7, A-7-6 | 0-5 | 0-15 |55-95 |50-90 |50-90 |45-85 |45-80 |25-50

 | | GR-C | | | | | | | | | |

 | | | | | | | | | | | |

73090: | | | | | | | | | | | |

 Useful-------| 0-7 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-40 | 5-15

 | 7-31|SIC, SICL |CL |A-7-6, A-7 | 0 | 0-10 |90-100|85-100|80-100|75-95 |40-50 |20-30

 |31-45|SIC, GRV-SIC, |CL, CH, GC |A-7-6, A-7 | 0 | 0-10 |55-100|50-100|50-95 |45-95 |45-65 |25-40

 | | C, GRV-C | | | | | | | | | |

 |45-53|SICL, SIC |CH, CL |A-7, A-7-6 | 0 | 0 |90-100|85-100|80-95 |75-95 |40-60 |20-30

 |53-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |
Jefferson County, Missouri 227

Table 17.--Engineering Index Properties--Continued

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

73200, 73201: | | | | | | | | | | | |

 Sonsac-------| 0-3 |GR-SIL |CL, GC, CL-ML|A-4, A-6 | 0-10 | 0-10 |55-80 |50-75 |50-70 |40-60 |20-35 | 5-15

 | 3-8 |GRV-SIL, GRX- |SC, GC |A-2, A-2-4 | 0-15 | 0-10 |15-55 |10-50 |10-50 | 5-40 |20-35 | 5-15

 | | SIL | | | | | | | | | |

 | 8-11|GRV-SIL, GRX- |GC |A-2-6, A-6, | 0-10 | 0-15 |15-55 |10-50 |10-50 | 5-45 |30-45 |10-25

 | | SIL, GRV-SICL,| | A-2 | | | | | | | |

 | | CBV-SICL | | | | | | | | | |

 |11-32|GRV-C, GRV-SIC |GC |A-7, A-2-7 | 0-5 | 0-10 |30-55 |25-50 |25-50 |20-45 |60-80 |30-50

 |32-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

73202: | | | | | | | | | | | |

 Rueter-------| 0-2 |GR-SIL |CL, SC-SM, |A-4, A-6 | 0-5 | 5-20 |55-80 |50-75 |50-70 |40-60 |15-35 | 5-15

 | | | GC, GC-GM, | | | | | | | | |

 | | | SC | | | | | | | | |

 | 2-13|GR-SIL |CL, SC-SM, |A-4, A-6 | 0-5 | 5-20 |55-80 |50-75 |50-70 |40-60 |15-35 | 5-15

 | | | GC-GM, SC, | | | | | | | | |

 | | | GC | | | | | | | | |

 |13-48|GRX-SIL, GRX- |GC |A-2-6 | 0-5 | 5-15 |15-30 |10-25 |10-25 |10-20 |30-45 |10-20

 | | SICL, GRX-L | | | | | | | | | |

 |48-80|CB-C, GRX-SIC, |GC, SC |A-2-7, A-7 | 0-5 | 5-15 |15-65 |10-60 |10-60 |10-55 |50-75 |25-45

 | | GRV-SIC | | | | | | | | | |

 | | | | | | | | | | | |

73203: | | | | | | | | | | | |

 Rueter-------| 0-2 |GR-SIL |GC, CL, GC- |A-4, A-6 | 0-5 | 5-20 |55-80 |50-75 |50-70 |40-60 |15-35 | 5-15

 | | | GM, SC-SM, | | | | | | | | |

 | | | SC | | | | | | | | |

 | 2-13|GR-SIL |CL, SC-SM, |A-4, A-6 | 0-5 | 5-20 |55-80 |50-75 |50-70 |40-60 |15-35 | 5-15

 | | | GC-GM, SC, | | | | | | | | |

 | | | GC | | | | | | | | |

 |13-48|GRX-SIL, GRX- |GC |A-2-6 | 0-5 | 5-15 |15-30 |10-25 |10-25 |10-20 |30-45 |10-20

 | | SICL, GRX-L | | | | | | | | | |

 |48-80|CB-C, GRX-SIC, |GC, SC |A-2-7, A-7 | 0-5 | 5-15 |15-65 |10-60 |10-60 |10-55 |50-75 |25-45

 | | GRV-SIC | | | | | | | | | |

 | | | | | | | | | | | |

 Sonsac-------| 0-3 |GR-SIL |CL, GC, CL-ML|A-4, A-6 | 0-10 | 0-10 |55-80 |50-75 |50-70 |40-60 |20-35 | 5-15

 | 3-8 |GRV-SIL, GRX- |SC, GC |A-2, A-2-4 | 0-15 | 0-10 |15-55 |10-50 |10-50 | 5-40 |20-35 | 5-15

 | | SIL | | | | | | | | | |

 | 8-11|GRV-SIL, GRX- |GC |A-6, A-2-6, | 0-10 | 0-15 |15-55 |10-50 |10-50 | 5-45 |30-45 |10-25

 | | SIL, GRV-SICL,| | A-2 | | | | | | | |

 | | CBV-SICL | | | | | | | | | |

 |11-32|GRV-C, GRV-SIC |GC |A-7, A-2-7 | 0-5 | 0-10 |30-55 |25-50 |25-50 |20-45 |60-80 |30-50

 |32-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

73204: | | | | | | | | | | | |

 Ramsey-------| 0-1 |FSL |ML, CL-ML, |A-2, A-4 | 0 | 0-10 |80-100|75-100|55-80 |30-50 |10-30 |NP-10

 | | | SC-SM, SM | | | | | | | | |

 | 1-4 |FSL, L, SL |CL-ML, SM, |A-2, A-4 | 0 | 0-10 |80-100|75-95 |50-80 |25-60 |10-35 |NP-10

 | | | ML, SC-SM | | | | | | | | |

 | 4-10|CB-FSL |SC, SM, SC-SM|A-4, A-2 | 0 |10-30 |80-100|75-95 |55-80 |30-50 | 0-30 |NP-10

 |10-17|LFS |SC, SM, SC-SM|A-2 | 0 | 0-10 |80-95 |75-90 |45-60 |15-20 | 0-25 |NP-10

 |17-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

 Rock outcrop.| | | | | | | | | | | |

 | | | | | | | | | | | |

73205, 73206: | | | | | | | | | | | |

 Useful-------| 0-7 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-40 | 5-15

 | 7-31|SICL, SIC |CL |A-7, A-7-6 | 0 | 0-5 |90-100|85-100|80-100|75-95 |40-50 |20-30

 |31-39|GRV-SIC, GRV-C |GC |A-2-7, A-7 | 0 | 0-10 |35-55 |30-50 |30-50 |25-45 |50-65 |25-40

 |39-53|SIC, SICL, C |CH, CL |A-7, A-7-6 | 0 | 0 |90-100|85-100|80-100|70-95 |40-65 |20-40

 |53-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |
228 Soil Survey

Table 17.--Engineering Index Properties--Continued

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

73207: | | | | | | | | | | | |

 Caneyville---| 0-5 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0-3 |90-100|85-100|80-95 |65-85 |20-35 | 5-15

 | 5-21|SICL, SIC |CH, CL |A-7, A-7-6 | 0 | 0-3 |90-100|85-100|80-95 |75-95 |40-65 |20-40

 |21-32|SIC, C |CH |A-7, A-7-6 | 0 | 0-15 |90-100|85-100|80-95 |70-90 |50-65 |25-40

 |32-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

73208, 73209: | | | | | | | | | | | |

 Caneyville---| 0-3 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0-10 |90-100|85-100|80-95 |65-85 |20-35 | 5-15

 | 3-6 |SIL |CL |A-4, A-6 | 0 | 0-10 |90-100|85-100|80-95 |65-85 |20-35 | 5-15

 | 6-18|SIC |CH |A-7, A-7-6 | 0 | 0-10 |85-100|80-100|80-95 |75-95 |50-60 |25-35

 |18-34|GR-C, GR-SIC |CH |A-7, A-7-6 | 0 | 0-10 |60-80 |55-75 |55-75 |50-70 |50-65 |25-40

 |34-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

73210: | | | | | | | | | | | |

 Goss---------| 0-3 |CBV-SIL |GC, GC-GM |A-4 | 0-5 |20-45 |50-75 |45-70 |45-65 |35-55 |20-35 | 5-15

 | 3-9 |GRV-SIL, CB-SIL|GC, GC-GM |A-2, A-4 | 0-5 | 0-25 |30-65 |25-60 |25-60 |20-50 |20-35 | 5-15

 | 9-80|CBV-C, CB-C, |CH, CL |A-7, A-7-6 | 0-5 |15-65 |65-90 |60-85 |60-85 |55-75 |45-80 |25-50

 | | GR-C | | | | | | | | | |

 | | | | | | | | | | | |

73211, 73212: | | | | | | | | | | | |

 Gasconade----| 0-10|CNV-SIC |CL |A-7, A-7-6 | 0-10 |10-35 |40-60 |35-55 |35-55 |35-50 |45-60 |20-35

 |10-13|CN-SIC, FL-C, |CH |A-7 | 0-15 |10-35 |65-85 |60-80 |60-80 |55-75 |50-65 |25-40

 | | FLV-SIC | | | | | | | | | |

 |13-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

 Rock outcrop.| | | | | | | | | | | |

 | | | | | | | | | | | |

73213, 73214: | | | | | | | | | | | |

 Moko---------| 0-5 |GR-L |CL, SC, GC |A-6 | 0-10 | 0-10 |65-80 |60-75 |55-70 |40-50 |30-40 |10-20

 | 5-10|CNX-SIL, CNV- |CL, SC, GC |A-6, A-7 | 0-10 |40-80 |65-90 |60-85 |60-80 |45-75 |30-45 |10-25

 | | CL, CNV-SICL | | | | | | | | | |

 |10-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

 Rock outcrop.| | | | | | | | | | | |

 | | | | | | | | | | | |

73215, 73216: | | | | | | | | | | | |

 Crider-------| 0-11|SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-35 | 5-15

 |11-37|SICL, SIL |CL |A-6, A-7, A- | 0 | 0 | 100 | 100 |95-100|85-95 |30-45 |10-20

 | | | | 7-6 | | | | | | | |

 |37-60|SICL, SIC, C |CH, CL |A-7, A-6, A- | 0 | 0-5 |80-100|75-100|70-95 |65-95 |40-65 |20-40

 | | | | 7-6 | | | | | | | |

 | | | | | | | | | | | |

73217: | | | | | | | | | | | |

 Useful-------| 0-7 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |25-40 | 5-15

 | 7-31|SICL, SIC |CL |A-7, A-7-6 | 0 | 0-5 |90-100|85-100|80-100|75-95 |40-50 |20-30

 |31-39|GRV-SIC, GRV-C |GC |A-2-7, A-7 | 0 | 0-10 |35-55 |30-50 |30-50 |25-45 |50-65 |25-40

 |39-53|SIC, SICL, C |CH, CL |A-7, A-7-6 | 0 | 0 |90-100|85-100|80-100|70-95 |40-65 |20-40

 |53-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

 Sonsac-------| 0-3 |GR-SIL |CL, CL-ML, GC|A-4, A-6 | 0-10 | 0-10 |55-80 |50-75 |50-70 |40-60 |20-35 | 5-15

 | 3-8 |GRV-SIL, GRX- |SC, GC |A-2, A-2-4 | 0-15 | 0-10 |15-55 |10-50 |10-50 | 5-40 |20-35 | 5-15

 | | SIL | | | | | | | | | |

 | 8-11|GRV-SIL, GRX- |GC |A-2-6, A-6, | 0-10 | 0-15 |15-55 |10-50 |10-50 | 5-45 |30-45 |10-25

 | | SIL, GRV-SICL,| | A-2 | | | | | | | |

 | | CBV-SICL | | | | | | | | | |

 |11-32|GRV-C, GRV-SIC |GC |A-7, A-2-7 | 0-5 | 0-10 |30-55 |25-50 |25-50 |20-45 |60-80 |30-50

 |32-60|UWB | | | --- | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | | | | | |

73218: | | | | | | | | | | | |

 Tiff---------| 0-3 |GR-C |MH, GC-GM |A-7 | 0 | 0-10 |55-80 |50-75 |50-70 |45-65 |55-90 |25-45

 | 3-80|CBV-C, GR-C, |MH, GC-GM, GM|A-7, A-2 | 0-15 | 0-50 |40-85 |35-80 |30-75 |30-70 |55-90 |25-45

 | | GRV-C, CB-C | | | | | | | | | |

 | | | | | | | | | | | |
Jefferson County, Missouri 229

Table 17.--Engineering Index Properties--Continued

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

73219: | | | | | | | | | | | |

 Rueter-------| 0-2 |GR-SIL |CL, GC, SC- |A-4, A-6 | 0-5 | 5-20 |55-80 |50-75 |50-70 |40-60 |15-35 | 5-15

 | | | SM, GC-GM, | | | | | | | | |

 | | | SC | | | | | | | | |

 | 2-13|GR-SIL |GC-GM, SC, |A-4, A-6 | 0-5 | 5-20 |55-80 |50-75 |50-70 |40-60 |15-35 | 5-15

 | | | CL, GC, SC- | | | | | | | | |

 | | | SM | | | | | | | | |

 |13-48|GRX-SIL, GRX- |GC |A-2-6 | 0-5 | 5-15 |15-30 |10-25 |10-25 |10-20 |30-45 |10-20

 | | SICL, GRX-L | | | | | | | | | |

 |48-80|CB-C, GRX-SIC, |GC, SC |A-2-7, A-7 | 0-5 | 5-15 |15-65 |10-60 |10-60 |10-55 |50-75 |25-45

 | | GRV-SIC | | | | | | | | | |

 | | | | | | | | | | | |

74644: | | | | | | | | | | | |

 Deible-------| 0-10|SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |10-15|SIL |CL, CL-ML |A-6, A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |15-37|SIC, C |CH |A-7-6, A-7 | 0 | 0 | 100 | 100 |90-100|85-95 |50-70 |25-40

 |37-80|SICL, SIL |CL |A-6, A-7 | 0 | 0 |85-100|80-100|80-95 |65-90 |30-50 |10-25

 | | | | | | | | | | | |

74675: | | | | | | | | | | | |

 Horsecreek---| 0-9 |SIL |CL-ML, CL |A-4 | 0 | 0 |95-100|90-100|85-100|70-90 |20-35 | 5-15

 | 9-60|SIL, SICL |CL |A-6, A-7 | 0 | 0 |95-100|90-100|85-100|65-95 |25-45 |10-20

 | | | | | | | | | | | |

74676: | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Freeburg-----| 0-8 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 | 8-18|SIL |CL |A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-30 | 5-10

 |18-37|SICL |CL |A-7, A-6, A- | 0 | 0 | 100 | 100 |95-100|85-95 |35-45 |15-20

 | | | | 7-6 | | | | | | | |

 |37-65|SICL, SIL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-100|70-95 |30-45 |10-20

 | | | | | | | | | | | |

75375: | | | | | | | | | | | |

 Horsecreek---| 0-9 |SIL |CL |A-4 | 0 | 0 |95-100|95-100|85-100|70-100|20-35 | 5-15

 | 9-19|SIL |CL |A-4 | 0 | 0 |95-100|90-100|80-100|65-100|20-35 | 5-15

 |19-60|SIL, SICL |CL |A-4, A-6, A-7| 0 | 0 |95-100|90-100|80-100|65-100|25-45 | 5-25

 | | | | | | | | | | | |

75385: | | | | | | | | | | | |

 Gabriel------| 0-14|SIL |CL |A-6, A-4 | 0 | 0 | 100 | 100 |90-100|70-90 |20-35 | 5-15

 |14-29|SICL |CL |A-7, A-6 | 0 | 0 | 100 | 100 |95-100|85-95 |30-45 |10-25

 |29-80|SICL, SIL |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-100|70-95 |30-45 |10-25

75390: | | | | | | | | | | | |

 Razort-------| 0-7 |SIL |CL, CL-ML |A-4 | 0 | 0 |85-100|80-100|80-95 |65-85 |20-35 | 5-15

 | 7-34|SIL, L, CL |CL |A-6 | 0 | 0 |85-100|80-100|75-95 |65-85 |30-45 |10-20

 |34-80|GR-L, L, GRV-L |SC, CL, CL-ML|A-6, A-4 | 0 | 0 |30-80 |25-75 |25-70 |20-50 |20-35 | 5-15

 | | | | | | | | | | | |

75398: | | | | | | | | | | | |

 Kaintuck-----| 0-6 |FSL |CL-ML, ML, |A-4 | 0 | 0 |80-100|75-100|60-80 |35-50 |10-30 |NP-10

 | | | SM, SC-SM | | | | | | | | |

 | 6-80|SR- FS LFS FSL |CL-ML, SM, |A-4 | 0 | 0-5 |80-100|75-100|55-95 |20-85 |10-30 |NP-10

 | | L SIL | SC-SM, ML | | | | | | | | |

 | | | | | | | | | | | |

75450: | | | | | | | | | | | |

 Bloomsdale---| 0-20|SIL |CL, CL-ML |A-4 | 0 | 0-5 | 100 |95-100|85-95 |75-85 |20-30 | 5-10

 |20-32|SR- GRV-COSL |GC, GC-GM |A-2, A-2-4 | 0 | 0-20 |35-55 |30-50 |20-50 |10-40 |25-40 | 5-20

 | | GRV-L GRV-CL | | | | | | | | | |

 |32-80|GRX-CL, GRV-C, |GC |A-2, A-2-7 | 0 |10-40 |20-40 |15-35 |15-35 |10-30 |40-65 |20-40

 | | GRV-CL | | | | | | | | | |

 | | | | | | | | | | | |
230 Soil Survey

Table 17.--Engineering Index Properties--Continued

_________________________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage Passing |Liquid|Plas- _________________________________________

 Map symbol |Depth| USDA texture | | | >10 | 3-10 | sieve number-- | limit|ticity ___________________________

and soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index _________________________________________________________________________________________________________________________

 | In | | | | Pct | Pct | | | | | Pct | __ ___ ___ ___

 | | | | | | | | | | | |

75452: | | | | | | | | | | | |

 Gladden------| 0-7 |FSL |CL-ML, SC-SM,|A-4 | 0 | 0 |80-100|75-100|60-80 |35-50 |20-30 | 5-10

 | | | SC | | | | | | | | |

 | 7-40|SL, FSL |SC-SM, CL-ML,|A-2-4, A-4 | 0 | 0 |80-100|75-100|50-95 |25-75 |20-30 | 5-10

 | | | CL | | | | | | | | |

 |40-80|SR- GRX-COS |GP-GM, GM, |A-1-b, A-1-a,| 0 | 0-15 |15-75 |10-70 | 5-45 | 5-45 | 0-25 |NP-5

 | | GRX-SL GRV-L | SM, SP-SM | A-2-4 | | | | | | | |

 | | | | | | | | | | | |

75453: | | | | | | | | | | | |

 Sturkie------| 0-8 |SIL |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|85-95 |75-85 |25-35 | 5-15

 | 8-28|SIL, L, SICL |CL |A-6 | 0 | 0 |95-100|90-100|85-95 |60-90 |30-45 |10-20

 |28-80|SIL, SICL |CL |A-6 | 0 | 0 |90-100|85-100|80-95 |65-90 |30-45 |10-20

 | | | | | | | | | | | |

75454: | | | | | | | | | | | |

 Urban land. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Razort-------| 0-7 |SIL |CL, CL-ML |A-4 | 0 | 0 |85-100|80-100|80-95 |65-85 |20-35 | 5-15

 | 7-34|SIL, L, CL |CL |A-6 | 0 | 0 |85-100|80-100|75-95 |65-85 |30-45 |10-20

 |34-80|GR-L, L, GRV-L |SC, CL, CL-ML|A-6, A-4 | 0 | 0 |30-80 |25-75 |25-70 |20-50 |20-35 | 5-15

 | | | | | | | | | | | |

99000. | | | | | | | | | | | |

 Pits, | | | | | | | | | | | |

 quarries | | | | | | | | | | | |

 | | | | | | | | | | | |

99001. | | | | | | | | | | | |

 Water | | | | | | | | | | | |

 | | | | | | | | | | | |

99003. | | | | | | | | | | | |

 Miscellaneous| | | | | | | | | | | |

 water | | | | | | | | | | | |

 | | | | | | | | | | | |

99005: | | | | | | | | | | | |

 Landfill | | | | | | | | | | | |

 pits--------| 0-60|VARIABLE | | | --- | --- | --- | --- | --- | --- | 0-14 | ---

 | | | | | | | | | | | |

99009: | | | | | | | | | | | |

 Udorthents. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Pits. | | | | | | | | | | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
Table 18.--Physical and Chemical Properties of the Soils (Entries under "Erosion factors--T" apply to the entire profile. Entries under "Wind erodibility group" and "Wind erodibility ind

 the surface layer. Absence of an entry indicates that data were not estimated.) ___________________________________________________________________________________________________________________________________ | | | | | | | | |Effective| |Erosio ______n f

____

 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

____

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 60003: | | | | | | | | | | | |  Menfro---------------| 0-8 | 18-27|1.25-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 1.0-3.0 | 8.0-16 | 5.0-12 | 5.1-7.3 | .37 | .3 | 8-30 | 28-35|1.30-1.45| 4.00-14.00 |0.18-0.20| 3.0-5.9 | 0.3-1.0 | 15-26 | 12-22 | 5.1-7.3 | .37 | .3 | 30-60 | 20-30|1.30-1.45| 4.00-14.00 |0.18-0.22| 3.0-5.9 | 0.1-0.5 | 12-22 | 9.0-19 | 5.6-7.3 | .37 | .3 | | | | | | | | | | | | 60024: | | | | | | | | | | | |  Menfro---------------| 0-8 | 18-27|1.25-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 0.5-2.0 | 8.0-16 | 5.0-12 | 5.1-7.3 | .37 | .3 | 8-39 | 25-35|1.35-1.50| 4.00-14.00 |0.18-0.20| 3.0-5.9 | 0.1-0.8 | 15-26 | 12-22 | 5.1-7.3 | .37 | .3 | 39-80 | 20-30|1.30-1.45| 4.00-14.00 |0.18-0.22| 3.0-5.9 | 0.1-0.5 | 12-22 | 9.0-19 | 5.6-7.3 | .37 | .3 | | | | | | | | | | | | 60025: | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | |  Harvester------------| 0-7 | 18-27|1.40-1.60| 4.00-14.00 |0.10-0.20| 0.1-2.9 | 0.5-1.0 | 18-28 | 13-23 | 5.1-6.5 | .32 | .3 | 7-31 | 25-35|1.35-1.60| 1.00-4.00 |0.10-0.20| 3.0-5.9 | 0.1-1.0 | 18-28 | 13-23 | 5.1-6.5 | .32 | .3 | 31-80 | 25-35|1.35-1.50| 4.00-14.00 |0.12-0.16| 3.0-5.9 | 0.1-1.0 | 14-22 | 10-17 | 5.1-6.5 | .32 | .3 | | | | | | | | | | | | 60037: | | | | | | | | | | | |  Wrengart-------------| 0-4 | 8-27|1.30-1.50| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-4.0 | 9.0-17 | 6.0-13 | 5.1-6.5 | .37 | .3 | 4-7 | 8-27|1.30-1.50| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.5-2.0 | 8.0-15 | 5.0-12 | 4.5-6.5 | .37 | .3 | 7-29 | 27-35|1.30-1.50| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 0.1-0.9 | 14-22 | 11-19 | 4.5-6.5 | .43 | .4 | 29-41 | 18-32|1.50-1.70| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 0.1-0.5 | 11-19 | 8.0-16 | 4.5-6.5 | .43 | .4 | 41-80 | 13-30|1.25-1.45| 4.00-14.00 |0.08-0.12| 3.0-5.9 | 0.1-0.5 | 5.0-11 | 3.0-9.0 | 4.5-7.3 | .10 | .4 | | | | | | | | | | | | 60038: | | | | | | | | | | | |  Pevely---------------| 0-4 | 7-27|1.20-1.45| 4.00-14.00 |0.16-0.24| 0.1-2.9 | 1.0-3.0 | 7.0-15 | 5.0-11 | 5.1-7.3 | .28 | .2 | 4-10 | 7-27|1.20-1.40| 4.00-14.00 |0.15-0.20| 0.1-2.9 | 0.5-1.0 | 4.0-10 | 2.0-8.0 | 4.5-7.3 | .32 | .3 | 10-32 | 18-40|1.25-1.40| 4.00-14.00 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | 8.0-16 | 6.0-14 | 4.5-6.5 | .32 | .3 | 32-37 | 4-18|1.25-1.45|42.00-140.00|0.05-0.12| 0.1-2.9 | 0.1-0.5 | 1.0-5.0 | 1.0-4.0 | 4.5-7.3 | .10 | .1 | 37-60 | --- | --- | 0.00-0.14 | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | |  Holstein-------------| 0-4 | 5-18|1.20-1.45| 4.00-14.00 |0.16-0.22| 0.1-2.9 | 0.5-4.0 | 5.0-13 | 4.0-12 | 5.6-6.5 | .32 | .3 | 4-9 | 5-18|1.20-1.40| 4.00-14.00 |0.15-0.19| 0.1-2.9 | 0.5-1.0 | 2.0-6.0 | 1.0-4.0 | 5.1-6.0 | .32 | .3 | 9-52 | 20-35|1.25-1.40| 4.00-14.00 |0.15-0.19| 3.0-5.9 | 0.1-0.5 | 10-18 | 6.0-13 | 4.5-6.0 | .32 | .3 | 52-65 | 18-35|1.30-1.60| 4.00-14.00 |0.15-0.19| 0.1-2.9 | 0.1-0.5 | 10-20 | 7.0-17 | 4.5-6.5 | .32 | .3 | 65-80 | --- | --- | 0.00-0.14 | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued ___________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n fa

____

 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

____

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 60039, 60040: | | | | | | | | | | | |  Pevely---------------| 0-4 | 7-27|1.20-1.45| 4.00-14.00 |0.16-0.24| 0.1-2.9 | 1.0-3.0 | 7.0-15 | 5.0-11 | 5.1-7.3 | .28 | .28  | 4-10 | 7-27|1.20-1.40| 4.00-14.00 |0.18-0.22| 0.1-2.9 | 0.5-1.0 | 4.0-10 | 2.0-8.0 | 4.5-7.3 | .32 | .32  | 10-32 | 18-40|1.25-1.40| 4.00-14.00 |0.10-0.18| 3.0-5.9 | 0.4-0.8 | 8.0-16 | 6.0-14 | 4.5-6.5 | .32 | .32  | 32-37 | 4-18|1.25-1.45|42.00-140.00|0.05-0.12| 0.1-2.9 | 0.0-0.5 | 1.0-5.0 | 1.0-4.0 | 4.5-7.3 | .10 | .15  | 37-60 | --- | --- | 0.00-0.14 | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | | 60041: | | | | | | | | | | | |  Brussels-------------| 0-5 | 27-40|1.30-1.50| 1.40-4.00 |0.09-0.14| 3.0-5.9 | 2.0-4.0 | 15-35 | 41-60 | 6.1-7.8 | .15 | .28  | 5-35 | 35-50|1.35-1.55| 1.40-4.00 |0.06-0.12| 3.0-5.9 | 1.0-2.0 | 20-30 | 45-55 | 6.1-8.4 | .20 | .28  | 35-60 | 35-50|1.35-1.55| 1.40-4.00 |0.02-0.09| 3.0-5.9 | 0.5-1.0 | 20-30 | 35-49 | 6.1-8.4 | .20 | ---  | | | | | | | | | | | |  Rock outcrop---------| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | | 60042: | | | | | | | | | | | |  Menfro---------------| 0-8 | 18-27|1.25-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 0.5-2.0 | 9.0-16 | 4.0-10 | 5.1-7.3 | .37 | .37  | 8-20 | 20-30|1.30-1.45| 4.00-14.00 |0.18-0.22| 3.0-5.9 | 0.3-1.0 | 8.0-17 | 5.0-11 | 5.1-7.3 | .37 | .37  | 20-47 | 27-33|1.35-1.50| 4.00-14.00 |0.18-0.20| 3.0-5.9 | 0.0-0.5 | 15-25 | 10-20 | 5.1-7.3 | .37 | .37  | 47-80 | 20-30|1.30-1.45| 4.00-14.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | 14-24 | 11-21 | 5.6-7.3 | .37 | .37  | | | | | | | | | | | | 60043: | | | | | | | | | | | |  Menfro---------------| 0-4 | 18-27|1.25-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 0.5-2.0 | 9.0-16 | 4.0-10 | 5.1-7.3 | .37 | .37  | 4-10 | 15-27|1.25-1.40| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.3-1.0 | 7.0-16 | 2.0-11 | 5.1-7.3 | .37 | .37  | 10-40 | 15-33|1.30-1.45| 4.00-14.00 |0.18-0.20| 3.0-5.9 | 0.0-0.5 | 12-22 | 8.0-18 | 5.1-7.3 | .37 | .37  | 40-80 | 20-30|1.30-1.45| 4.00-14.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | 13-23 | 10-20 | 5.1-7.3 | .37 | .37  | | | | | | | | | | | | 60044, 60045, 60046: | | | | | | | | | | | |  Minnith--------------| 0-5 | 10-27|1.20-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 1.0-2.0 | 7.0-17 | 5.0-13 | 5.1-7.3 | .37 | .37  | 5-35 | 15-35|1.30-1.60| 1.40-14.00 |0.18-0.20| 3.0-5.9 | 0.5-1.0 | 15-25 | 12-23 | 4.5-7.3 | .37 | .37  | 35-80 | 12-27|1.40-1.60| 1.40-42.00 |0.14-0.19| 0.1-2.9 | 0.0-0.5 | 5.0-11 | 12-18 | 4.5-7.3 | .37 | .37  | | | | | | | | | | | | 60047: | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | |  Harvester------------| 0-7 | 18-27|1.40-1.60| 4.00-14.00 |0.10-0.20| 0.1-2.9 | 0.5-1.0 | 18-28 | 13-23 | 5.1-6.5 | .32 | .32  | 7-31 | 25-35|1.35-1.60| 1.00-4.00 |0.10-0.20| 3.0-5.9 | 0.1-1.0 | 18-28 | 13-23 | 5.1-6.5 | .32 | .32  | 31-80 | 25-35|1.35-1.50| 4.00-14.00 |0.12-0.16| 3.0-5.9 | 0.1-1.0 | 14-22 | 10-17 | 5.1-6.5 | .32 | .32  | | | | | | | | | | | | 60048: | | | | | | | | | | | |  Weingarten-----------| 0-3 | 12-27|1.30-1.50| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 1.0-4.0 | 18-25 | 17-24 | 5.6-7.3 | .37 | .37  | 3-11 | 12-25|1.30-1.50| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.5-1.3 | 8.0-18 | 5.0-14 | 4.5-6.5 | .43 | .43  | 11-32 | 27-35|1.30-1.50| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 0.0-0.5 | 18-28 | 13-23 | 5.1-6.5 | .43 | .43  | 32-68 | 18-27|1.50-1.70| 1.40-4.00 |0.14-0.20| 0.1-2.9 | 0.0-0.5 | 12-20 | 10-19 | 4.5-6.0 | .32 | .43  | 68-80 | 20-27|1.30-1.50| 4.00-14.00 |0.08-0.10| 0.1-2.9 | 0.0-0.5 | 12-20 | 9.0-17 | 5.1-6.5 | .10 | .43  | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued ___________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n fa

____

 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

____

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 60049: | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | |  Horsecreek-----------| 0-9 | 10-27|1.20-1.40| 4.00-14.00 |0.18-0.23| 0.1-2.9 | 2.0-4.0 | 8.0-16 | 6.0-15 | 5.6-7.3 | .43 | .43  | 9-60 | 18-35|1.20-1.50| 4.00-14.00 |0.16-0.23| 0.1-2.9 | 0.5-2.0 | 8.0-16 | 6.0-15 | 5.6-7.3 | .43 | .43  | | | | | | | | | | | | 60050: | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | |  Deible---------------| 0-10 | 10-27|1.30-1.45| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 1.0-4.0 | 6.0-20 | 4.0-18 | 4.5-7.8 | .43 | .43  | 10-15 | 10-25|1.30-1.45| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.5-1.0 | 6.0-20 | 4.0-18 | 4.5-7.8 | .43 | .43  | 15-37 | 40-60|1.35-1.50| 0.01-0.42 |0.09-0.13| 6.0-8.9 | 0.1-1.0 | 22-32 | 16-25 | 4.5-7.8 | .32 | .32  | 37-80 | 20-40|1.35-1.50| 1.40-4.00 |0.18-0.22| 3.0-5.9 | 0.1-0.5 | 12-20 | 9.0-15 | 5.1-8.4 | .37 | .37  | | | | | | | | | | | | 64007, 64008, 64009: | | | | | | | | | | | |  Freeburg-------------| 0-8 | 12-27|1.20-1.45| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 0.5-2.0 | 8.0-15 | 6.0-14 | 4.5-7.3 | .37 | .37  | 8-18 | 10-20|1.40-1.50| 4.00-14.00 |0.18-0.20| 0.1-2.9 | 0.2-1.0 | 6.0-14 | 4.0-12 | 4.5-6.5 | .37 | .37  | 18-37 | 27-35|1.40-1.50| 1.40-4.00 |0.15-0.19| 3.0-5.9 | 0.1-0.5 | 10-25 | 8.0-23 | 4.5-5.5 | .37 | .37  | 37-65 | 20-35|1.35-1.50| 1.40-4.00 |0.16-0.20| 3.0-5.9 | 0.1-0.5 | 10-22 | 8.0-20 | 4.5-7.3 | .37 | .37  | | | | | | | | | | | | 66000: | | | | | | | | | | | |  Moniteau-------------| 0-7 | 15-27|1.20-1.40| 4.00-14.00 |0.21-0.23| 0.1-2.9 | 1.0-2.0 | 10-14 | 7.0-12 | 5.1-6.5 | .37 | .37  | 7-14 | 12-25|1.20-1.40| 4.00-14.00 |0.18-0.22| 0.1-2.9 | 0.5-1.0 | 6.0-12 | 4.0-10 | 5.1-6.5 | .37 | .37  | 14-80 | 22-35|1.30-1.50| 1.40-4.00 |0.17-0.20| 3.0-5.9 | 0.1-0.8 | 12-20 | 10-17 | 4.5-6.0 | .43 | .43  | | | | | | | | | | | | 66014: | | | | | | | | | | | |  Haymond--------------| 0-6 | 10-27|1.30-1.50| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 1.0-3.0 | 8.0-18 | 5.0-15 | 6.1-7.8 | .37 | .37  | 6-41 | 10-27|1.30-1.50| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.5-2.0 | 8.0-18 | 5.0-15 | 6.1-7.8 | .37 | .37  | 41-80 | 5-20|1.25-1.40|42.00-140.00|0.14-0.16| 1.0-2.9 | 0.2-0.5 | 4.0-10 | 3.0-7.0 | 6.1-7.8 | .28 | .28  | | | | | | | | | | | | 66020: | | | | | | | | | | | |  Haynie---------------| 0-9 | 3-15|1.20-1.35| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 0.5-2.0 | 10-20 | 15-25 | 6.6-8.4 | .32 | .32  | 9-80 | 3-15|1.20-1.35| 4.00-14.00 |0.17-0.22| 0.1-2.9 | 0.1-1.0 | 10-20 | 15-25 | 7.4-8.4 | .43 | .43  | | | | | | | | | | | | 66024: | | | | | | | | | | | |  Wilbur---------------| 0-8 | 10-27|1.30-1.50| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-6.0 | 18-25 | 13-23 | 5.6-7.3 | .49 | .49  | 8-36 | 10-18|1.30-1.50| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.5-1.0 | 8.0-15 | 5.0-13 | 5.6-7.8 | .55 | .55  | 36-80 | 10-18|1.30-1.50| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.0-0.5 | 8.0-15 | 5.0-12 | 5.6-7.8 | .49 | .49  | | | | | | | | | | | | 66050: | | | | | | | | | | | |  Tice-----------------| 0-16 | 27-35|1.25-1.45| 4.00-14.00 |0.21-0.23| 3.0-5.9 | 2.0-3.0 | 20-27 | 20-30 | 6.1-7.8 | .32 | .32  | 16-80 | 22-35|1.30-1.50| 4.00-14.00 |0.18-0.20| 3.0-5.9 | 0.0-1.0 | 16-23 | 26-30 | 5.6-7.8 | .32 | .32  | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued ___________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n fa

____

 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

____

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 66051: | | | | | | | | | | | |  Perche---------------| 0-4 | 5-15|1.20-1.40| 4.00-14.00 |0.20-0.24| 0.1-2.9 | 2.0-4.0 | 8.0-17 | 6.0-15 | 5.6-7.3 | .37 | .37  | 4-60 | 5-18|1.30-1.50| 4.00-14.00 |0.14-0.18| 0.1-2.9 | 0.5-2.0 | 3.0-12 | 1.0-8.0 | 5.1-7.3 | .28 | .28  | | | | | | | | | | | | 66052: | | | | | | | | | | | |  Waldron--------------| 0-6 | 30-40|1.35-1.50| 1.40-4.00 |0.21-0.23| 3.0-5.9 | 2.0-4.0 | 20-28 | 18-26 | 6.6-7.8 | .32 | .32  | 6-60 | 35-50|1.45-1.60| 0.42-1.40 |0.08-0.20| 6.0-8.9 | 0.5-2.0 | 25-37 | 25-37 | 7.4-8.4 | .32 | .32  | | | | | | | | | | | | 66053: | | | | | | | | | | | |  Fishpot--------------| 0-47 | 18-27|1.40-1.60| 1.40-4.00 |0.07-0.22| 3.0-5.9 | 0.5-2.0 | 10-20 | 7.0-15 | 5.6-7.3 | .37 | .37  | 47-80 | 18-35|1.30-1.45| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 0.5-2.0 | 10-17 | 7.0-13 | 5.6-7.3 | .37 | .37  | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | | 73046: | | | | | | | | | | | |  Wrengart-------------| 0-6 | 12-27|1.30-1.50| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 1.0-2.0 | 8.0-15 | 5.0-12 | 5.6-7.3 | .37 | .37  | 6-26 | 20-35|1.30-1.50| 4.00-14.00 |0.18-0.20| 3.0-5.9 | 0.5-1.0 | 11-20 | 10-19 | 4.5-6.5 | .43 | .43  | 26-45 | 18-32|1.50-1.70| 1.40-4.00 |0.10-0.15| 0.1-2.9 | 0.1-0.5 | 11-22 | 7.0-18 | 4.5-7.3 | .43 | .43  | 45-60 | 28-34|1.30-1.50| 4.00-14.00 |0.05-0.10| 3.0-5.9 | 0.1-0.5 | 11-22 | 7.0-18 | 4.5-7.3 | .10 | .43  | 60-80 | 40-80|1.30-1.50| 1.40-4.00 |0.08-0.12| 6.0-8.9 | 0.1-0.5 | 25-40 | 23-38 | 5.1-7.8 | .17 | .28  | | | | | | | | | | | | 73090: | | | | | | | | | | | |  Useful---------------| 0-7 | 15-27|1.35-1.45| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-4.0 | 10-17 | 7.0-14 | 5.1-6.5 | .37 | .37  | 7-31 | 35-45|1.25-1.35| 4.00-14.00 |0.11-0.18| 6.0-8.9 | 0.5-1.0 | 18-23 | 15-20 | 4.5-6.0 | .32 | .32  | 31-45 | 40-60|1.25-1.55| 1.40-4.00 |0.05-0.12| 6.0-8.9 | 0.1-0.5 | 18-30 | 15-27 | 5.6-7.8 | .32 | .32  | 45-53 | 35-55|1.25-1.50| 1.40-4.00 |0.05-0.12| 6.0-8.9 | 0.1-0.5 | 18-30 | 15-27 | 5.6-7.8 | .32 | .43  | 53-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | | 73200, 73201: | | | | | | | | | | | |  Sonsac---------------| 0-3 | 9-27|1.10-1.40| 4.00-14.00 |0.12-0.17| 0.1-2.9 | 0.5-2.0 | 8.0-17 | 6.0-12 | 4.5-6.5 | .28 | .37  | 3-8 | 9-27|1.10-1.40| 4.00-14.00 |0.12-0.17| 0.1-2.9 | 0.5-1.0 | 3.0-10 | 2.0-8.0 | 4.5-6.5 | .32 | .43  | 8-11 | 18-39|1.10-1.40| 1.00-4.00 |0.09-0.15| 6.0-9.0 | 0.5-1.0 | 7.0-15 | 5.0-13 | 4.5-6.5 | .32 | .32  | 11-32 | 50-85|1.30-1.50| 0.40-1.40 |0.08-0.12| 6.0-9.0 | 0.5-1.0 | 25-42 | 20-54 | 6.6-7.8 | .20 | .20  | 32-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | | 73202: | | | | | | | | | | | |  Rueter---------------| 0-2 | 4-27|1.20-1.40|14.00-42.00 |0.12-0.17| 0.1-2.9 | 0.5-2.0 | 8.0-23 | 6.0-15 | 3.5-6.0 | .28 | .37  | 2-13 | 4-25|1.20-1.40|14.00-42.00 |0.12-0.17| 0.1-2.9 | 0.0-0.5 | 2.0-8.0 | 1.0-6.0 | 3.5-6.0 | .28 | .37  | 13-48 | 20-35|1.30-1.45|14.00-42.00 |0.06-0.10| 0.1-2.9 | 0.0-0.5 | 8.0-12 | 6.0-10 | 3.5-5.5 | .32 | .43  | 48-80 | 40-75|1.20-1.40| 4.00-14.00 |0.05-0.08| 6.0-8.9 | 0.0-0.5 | 30-45 | 29-44 | 3.5-5.5 | .20 | .28  | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n fact

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 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf |  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ | 

______

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __ |  | | | | | | | | | | | | | 73203: | | | | | | | | | | | | |  Rueter---------------| 0-2 | 4-27|1.20-1.40|14.00-42.00 |0.12-0.17| 0.1-2.9 | 0.5-2.0 | 8.0-23 | 6.0-15 | 3.5-6.0 | .28 | .37 |  | 2-13 | 4-25|1.20-1.40|14.00-42.00 |0.12-0.17| 0.1-2.9 | 0.0-0.5 | 2.0-8.0 | 1.0-6.0 | 3.5-6.0 | .28 | .37 |  | 13-48 | 20-35|1.30-1.45|14.00-42.00 |0.06-0.10| 0.1-2.9 | 0.0-0.5 | 8.0-12 | 6.0-10 | 3.5-5.5 | .32 | .43 |  | 48-80 | 40-75|1.20-1.40| 4.00-14.00 |0.05-0.08| 6.0-8.9 | 0.0-0.5 | 30-45 | 29-44 | 3.5-5.5 | .20 | .28 |  | | | | | | | | | | | | |  Sonsac---------------| 0-3 | 9-27|1.10-1.40| 4.00-14.00 |0.12-0.17| 0.1-2.9 | 0.5-2.0 | 8.0-17 | 6.0-12 | 4.5-6.5 | .28 | .37 |  | 3-8 | 9-27|1.10-1.40| 4.00-14.00 |0.12-0.17| 0.1-2.9 | 0.5-1.0 | 3.0-10 | 2.0-8.0 | 4.5-6.5 | .32 | .43 |  | 8-11 | 18-39|1.10-1.40| 1.00-4.00 |0.09-0.15| 6.0-9.0 | 0.5-1.0 | 7.0-15 | 5.0-13 | 4.5-6.5 | .32 | .32 |  | 11-32 | 50-85|1.30-1.50| 0.40-1.40 |0.08-0.12| 6.0-9.0 | 0.5-1.0 | 25-42 | 20-54 | 6.6-7.8 | .20 | .20 |  | 32-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | | | 73204: | | | | | | | | | | | | |  Ramsey---------------| 0-1 | 5-20|1.25-1.50|42.00-141.00|0.09-0.18| 0.1-2.9 | 2.0-4.0 | 5.0-15 | 2.0-11 | 4.5-5.5 | .20 | .20 |  | 1-4 | 5-25|1.20-1.40|42.00-141.00|0.09-0.16| 0.1-2.9 | 0.5-1.5 | 3.0-15 | 1.0-13 | 4.5-5.5 | .17 | .20 |  | 4-10 | 3-20|1.25-1.40|42.00-141.00|0.09-0.12| 0.1-2.9 | 0.1-0.5 | 2.0-15 | 1.0-14 | 4.5-5.5 | .17 | .20 |  | 10-17 | 2-15|1.25-1.40|42.00-141.00|0.09-0.12| 0.1-2.9 | 0.1-0.5 | 1.0-10 | 0.2-5.0 | 4.5-5.5 | .17 | .20 |  | 17-60 | --- | --- | 0.00-0.14 | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | | | |  | | | | | | | | | | | | | 73205, 73206: | | | | | | | | | | | | |  Useful---------------| 0-7 | 15-27|1.20-1.45| 4.00-14.00 |0.20-0.24| 0.1-2.9 | 2.0-4.0 | 10-17 | 7.0-14 | 5.1-6.5 | .37 | .37 |  | 7-31 | 35-45|1.25-1.35| 4.00-14.00 |0.10-0.18| 6.0-8.9 | 0.5-1.0 | 18-23 | 15-20 | 4.5-6.0 | .32 | .32 |  | 31-39 | 40-60|1.25-1.55| 1.40-4.00 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | 18-30 | 15-27 | 5.6-7.8 | .32 | .43 |  | 39-53 | 35-60|1.25-1.50| 1.40-4.00 |0.10-0.18| 6.0-8.9 | 0.0-0.5 | 18-30 | 15-27 | 5.6-7.8 | .32 | .32 |  | 53-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | | | 73207: | | | | | | | | | | | | |  Caneyville-----------| 0-5 | 10-27|1.20-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-4.0 | 6.0-13 | 4.0-11 | 4.5-7.3 | .43 | .43 |  | 5-21 | 36-60|1.35-1.60| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 0.0-1.0 | 15-25 | 8.0-18 | 4.5-7.3 | .28 | .28 |  | 21-32 | 40-60|1.35-1.60| 1.40-4.00 |0.06-0.13| 3.0-5.9 | 0.0-1.0 | 22-32 | 17-27 | 4.5-7.3 | .28 | .28 |  | 32-60 | --- | --- | 0.42-0.70 | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | | | 73208, 73209: | | | | | | | | | | | | |  Caneyville-----------| 0-3 | 10-27|1.20-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-4.5 | 11-19 | 5.0-13 | 4.5-7.3 | .43 | .43 |  | 3-6 | 10-27|1.20-1.40| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 1.0-2.0 | 7.0-13 | 3.0-9.0 | 4.5-7.3 | .28 | .28 |  | 6-18 | 40-55|1.35-1.60| 1.40-4.00 |0.11-0.13| 3.0-5.9 | 0.5-1.0 | 18-28 | 13-21 | 4.5-7.3 | .28 | .28 |  | 18-34 | 40-60|1.35-1.60| 1.40-4.00 |0.08-0.10| 3.0-5.9 | 0.5-1.0 | 26-36 | 17-27 | 4.5-7.3 | .28 | .28 |  | 34-60 | --- | --- | 0.42-0.70 | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | | | 73210: | | | | | | | | | | | | |  Goss-----------------| 0-3 | 10-27|1.10-1.50|14.00-42.00 |0.06-0.10| 0.1-2.9 | 0.5-3.0 | 5.0-14 | 2.0-8.0 | 4.5-6.5 | .24 | .37 |  | 3-9 | 10-27|1.10-1.70|14.00-42.00 |0.06-0.10| 0.1-2.9 | 0.2-1.0 | 3.0-10 | 1.0-7.0 | 4.5-6.0 | .24 | .32 |  | 9-80 | 35-90|1.30-1.60| 4.00-14.00 |0.06-0.10| 3.0-5.9 | 0.2-1.0 | 25-35 | 18-28 | 4.5-7.3 | .24 | .28 |  | | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued ___________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n f

____

 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

____

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 73211, 73212: | | | | | | | | | | | |  Gasconade------------| 0-10 | 40-50|1.35-1.50| 4.00-14.00 |0.05-0.11| 6.0-8.9 | 2.0-4.0 | 28-40 | 25-38 | 6.1-7.8 | .20 | .3 | 10-13 | 40-60|1.45-1.70| 1.40-4.00 |0.05-0.07| 6.0-8.9 | 2.0-4.0 | 26-35 | 24-33 | 6.1-7.8 | .20 | .2 | 13-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | | |  | | | | | | | | | | | | 73213, 73214: | | | | | | | | | | | |  Moko-----------------| 0-5 | 18-27|1.25-1.60| 4.00-14.00 |0.08-0.17| 0.1-2.9 | 2.0-6.0 | 13-23 | 25-35 | 6.6-7.8 | .24 | .4 | 5-10 | 18-35|1.25-1.60| 4.00-14.00 |0.07-0.14| 0.1-2.9 | 2.0-6.0 | 10-20 | 25-36 | 6.6-7.8 | .37 | .4 | 10-60 | --- | --- | 0.00-1.40 | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | | |  | | | | | | | | | | | | 73215, 73216: | | | | | | | | | | | |  Crider---------------| 0-11 | 15-27|1.20-1.40| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-4.0 | 10-18 | 10-18 | 5.1-7.3 | .32 | .3 | 11-37 | 18-35|1.20-1.45| 4.00-14.00 |0.18-0.23| 0.1-2.9 | 0.2-1.0 | 13-22 | 10-19 | 5.1-7.3 | .28 | .2 | 37-60 | 30-60|1.20-1.55| 4.00-14.00 |0.08-0.18| 3.0-5.9 | 0.2-1.0 | 13-22 | 9.0-18 | 4.5-6.5 | .28 | .2 | | | | | | | | | | | | 73217: | | | | | | | | | | | |  Useful---------------| 0-7 | 15-27|1.20-1.45| 4.00-14.00 |0.20-0.24| 0.1-2.9 | 2.0-4.0 | 10-17 | 7.0-14 | 5.1-6.5 | .37 | .3 | 7-31 | 35-45|1.25-1.35| 4.00-14.00 |0.10-0.18| 6.0-8.9 | 0.5-1.0 | 18-23 | 15-20 | 4.5-6.0 | .32 | .3 | 31-39 | 40-60|1.25-1.55| 1.40-4.00 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | 18-30 | 15-27 | 5.6-7.8 | .32 | .4 | 39-53 | 35-60|1.25-1.50| 1.40-4.00 |0.10-0.18| 6.0-8.9 | 0.0-0.5 | 18-30 | 15-27 | 5.6-7.8 | .32 | .3 | 53-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | |  Sonsac---------------| 0-3 | 9-27|1.10-1.40| 4.00-14.00 |0.12-0.17| 0.1-2.9 | 0.5-2.0 | 8.0-17 | 6.0-12 | 4.5-6.5 | .28 | .3 | 3-8 | 9-27|1.10-1.40| 4.00-14.00 |0.12-0.17| 0.1-2.9 | 0.5-1.0 | 3.0-10 | 2.0-8.0 | 4.5-6.5 | .32 | .4 | 8-11 | 18-39|1.10-1.40| 1.00-4.00 |0.09-0.15| 6.0-9.0 | 0.5-1.0 | 7.0-15 | 5.0-13 | 4.5-6.5 | .32 | .3 | 11-32 | 50-85|1.30-1.50| 0.40-1.40 |0.08-0.12| 6.0-9.0 | 0.5-1.0 | 25-42 | 20-54 | 6.6-7.8 | .20 | .2 | 32-60 | --- | --- | 0.07-0.42 | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | | 73218: | | | | | | | | | | | |  Tiff-----------------| 0-3 | 50-90|1.30-1.50| 1.40-4.00 |0.10-0.13| 3.0-5.9 | 0.3-1.0 | 20-45 | 15-40 | 4.5-7.3 | .28 | .2 | 3-80 | 50-90|1.10-1.30| 1.40-4.00 |0.06-0.10| 3.0-5.9 | 0.2-0.5 | 20-40 | 15-30 | 4.5-7.3 | .28 | .2 | | | | | | | | | | | | 73219: | | | | | | | | | | | |  Rueter---------------| 0-2 | 4-27|1.20-1.40|14.00-42.00 |0.12-0.17| 0.1-2.9 | 0.5-2.0 | 8.0-23 | 6.0-15 | 3.5-6.0 | .28 | .3 | 2-13 | 4-25|1.20-1.40|14.00-42.00 |0.12-0.17| 0.1-2.9 | 0.0-0.5 | 2.0-8.0 | 1.0-6.0 | 3.5-6.0 | .28 | .3 | 13-48 | 20-35|1.30-1.45|14.00-42.00 |0.06-0.10| 0.1-2.9 | 0.0-0.5 | 8.0-12 | 6.0-10 | 3.5-5.5 | .32 | .4 | 48-80 | 40-75|1.20-1.40| 4.00-14.00 |0.05-0.08| 6.0-8.9 | 0.0-0.5 | 30-45 | 29-44 | 3.5-5.5 | .20 | .2 | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued __________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n f

___

 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

___

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 74644: | | | | | | | | | | | |  Deible---------------| 0-10 | 10-27|1.30-1.45| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 1.0-4.0 | 6.0-20 | 4.0-18 | 4.5-7.8 | .43 | .4 | 10-15 | 10-25|1.30-1.45| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 0.5-1.0 | 6.0-20 | 4.0-18 | 4.5-7.8 | .43 | .4 | 15-37 | 40-60|1.35-1.50| 0.01-0.42 |0.09-0.13| 6.0-8.9 | 0.1-1.0 | 22-32 | 16-25 | 4.5-7.8 | .32 | .3 | 37-80 | 20-40|1.35-1.50| 1.40-4.00 |0.18-0.22| 3.0-5.9 | 0.1-0.5 | 12-20 | 9.0-15 | 5.1-8.4 | .37 | .3 | | | | | | | | | | | | 74675: | | | | | | | | | | | |  Horsecreek-----------| 0-9 | 10-27|1.20-1.40| 4.00-14.00 |0.18-0.23| 0.1-2.9 | 2.0-4.0 | 8.0-16 | 6.0-15 | 5.6-7.3 | .43 | .4 | 9-60 | 18-35|1.20-1.50| 4.00-14.00 |0.16-0.23| 0.1-2.9 | 0.5-2.0 | 8.0-16 | 6.0-15 | 5.6-7.3 | .43 | .4 | | | | | | | | | | | | 74676: | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | |  Freeburg-------------| 0-8 | 12-27|1.20-1.45| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 0.5-2.0 | 8.0-15 | 6.0-14 | 4.5-7.3 | .37 | .3 | 8-18 | 10-20|1.40-1.50| 4.00-14.00 |0.18-0.20| 0.1-2.9 | 0.2-1.0 | 6.0-14 | 4.0-12 | 4.5-6.5 | .37 | .3 | 18-37 | 27-35|1.40-1.50| 1.40-4.00 |0.15-0.19| 3.0-5.9 | 0.1-0.5 | 10-25 | 8.0-23 | 4.5-5.5 | .37 | .3 | 37-65 | 20-35|1.35-1.50| 1.40-4.00 |0.16-0.20| 3.0-5.9 | 0.1-0.5 | 10-22 | 8.0-20 | 4.5-7.3 | .37 | .3 | | | | | | | | | | | | 75375: | | | | | | | | | | | |  Horsecreek-----------| 0-9 | 10-25|1.20-1.40| 4.00-14.00 |0.18-0.23| 0.0-2.9 | 2.0-4.0 | 8.0-16 | 8.0-16 | 5.6-7.3 | .43 | .4 | 9-19 | 10-25|1.20-1.40| 4.00-14.00 |0.18-0.23| 0.0-2.9 | 1.0-2.0 | 8.0-16 | 8.0-16 | 5.6-7.3 | .55 | .5 | 19-60 | 18-34|1.20-1.50| 4.00-14.00 |0.16-0.23| 0.0-2.9 | 0.5-2.0 | 8.0-16 | 8.0-16 | 5.6-7.3 | .49 | .4 | | | | | | | | | | | | 75385: | | | | | | | | | | | |  Gabriel--------------| 0-14 | 12-27|1.25-1.45| 4.00-14.00 |0.22-0.24| 0.1-2.9 | 2.0-4.0 | 15-25 | 10-19 | 6.1-7.3 | .32 | .3 | 14-29 | 27-35|1.20-1.40| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 2.0-4.0 | 15-25 | 10-19 | 5.1-6.5 | .37 | .3 | 29-80 | 22-35|1.25-1.45| 1.40-4.00 |0.18-0.20| 3.0-5.9 | 0.1-1.0 | 15-25 | 10-22 | 5.1-6.5 | .37 | .3 | | | | | | | | | | | | 75390: | | | | | | | | | | | |  Razort---------------| 0-7 | 9-27|1.35-1.60| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 1.0-3.0 | 6.0-25 | 6.0-27 | 6.1-7.3 | .37 | .4 | 7-34 | 18-35|1.35-1.60| 4.00-14.00 |0.17-0.22| 0.1-2.9 | 0.5-1.0 | 5.0-20 | 5.0-20 | 5.6-7.3 | .32 | .4 | 34-80 | 10-27|1.35-1.50|14.00-42.00 |0.08-0.10| 0.1-2.9 | 0.5-1.0 | 5.0-20 | 5.0-20 | 5.6-7.3 | .32 | .4 | | | | | | | | | | | | 75398: | | | | | | | | | | | |  Kaintuck-------------| 0-6 | 5-18|1.30-1.50|14.00-42.00 |0.09-0.17| 0.1-2.9 | 0.5-2.0 | 4.0-10 | 2.0-10 | 5.6-7.3 | .24 | .2 | 6-80 | 5-18|1.20-1.50|14.00-42.00 |0.06-0.20| 0.1-2.9 | 0.1-1.0 | 5.0-8.0 | 2.0-8.0 | 5.6-7.3 | .28 | .2 | | | | | | | | | | | | 75450: | | | | | | | | | | | |  Bloomsdale-----------| 0-20 | 10-20|1.10-1.30| 4.00-14.00 |0.10-0.24| 0.1-2.9 | 1.0-2.0 | 5.0-20 | 3.0-20 | 5.6-7.3 | .24 | .3 | 20-32 | 12-30|1.10-1.30|14.00-42.00 |0.06-0.09| 0.1-2.9 | 0.5-1.0 | 5.0-20 | 3.0-20 | 5.6-7.8 | .24 | .3 | 32-80 | 30-60|1.20-1.50| 4.00-14.00 |0.03-0.09| 3.0-5.9 | 0.5-1.0 | 10-25 | 7.0-30 | 5.6-7.8 | .24 | .3 | | | | | | | | | | | | 
Table 18.--Physical and Chemical Properties of the Soils--Continued ___________________________________________________________________________________________________________________________________

 | | | | | | | | |Effective| |Erosio ______n f

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 Map symbol | Depth | Clay | Moist | Saturated |Available| Linear | Organic | Cation | cation | Soil | |  and soil name | | | bulk | hydraulic | water |extensi- | matter |exchange |exchange |reaction | Kw | Kf  | | | density |conductivity|capacity | bility | |capacity |capacity | | | _______________________________________________________________________________________________________________________________ 

____

 | In | Pct | g/cc | um/sec | In/in | Pct | Pct |meq/100 |meq/100 | pH | | __ ___ ____ ______ _____ ___ ___ _______ _______ __  | | | | | | | | | | | | 75452: | | | | | | | | | | | |  Gladden--------------| 0-7 | 10-20|1.25-1.45| 4.00-14.00 |0.13-0.18| 0.1-2.9 | 2.0-4.0 | 6.0-20 | 4.0-14 | 4.5-7.3 | .32 | .3 | 7-40 | 10-18|1.30-1.50| 4.00-14.00 |0.13-0.18| 0.1-2.9 | 0.2-2.0 | 6.0-12 | 4.0-12 | 4.5-7.3 | .32 | .3 | 40-80 | 2-12|1.30-1.55|14.00-140.00|0.01-0.03| 0.1-2.9 | 0.0-0.5 | 3.0-12 | 2.0-11 | 4.5-7.3 | .24 | .3 | | | | | | | | | | | | 75453: | | | | | | | | | | | |  Sturkie--------------| 0-8 | 15-27|1.20-1.40| 4.00-14.00 |0.20-0.24| 0.1-2.9 | 2.0-4.0 | 10-30 | 10-30 | 5.6-7.8 | .37 | .3 | 8-28 | 18-35|1.20-1.40| 4.00-14.00 |0.18-0.22| 0.1-2.9 | 1.0-2.0 | 10-30 | 10-30 | 5.6-7.8 | .37 | .3 | 28-80 | 18-35|1.20-1.40| 4.00-14.00 |0.18-0.22| 0.1-2.9 | 0.5-2.0 | 10-30 | 10-30 | 6.1-8.4 | .37 | .3 | | | | | | | | | | | | 75454: | | | | | | | | | | | |  Urban land. | | | | | | | | | | | |  | | | | | | | | | | | |  Razort---------------| 0-7 | 9-27|1.35-1.60| 4.00-14.00 |0.20-0.22| 0.1-2.9 | 1.0-3.0 | 6.0-25 | 6.0-27 | 6.1-7.3 | .37 | .4 | 7-34 | 18-35|1.35-1.60| 4.00-14.00 |0.17-0.22| 0.1-2.9 | 0.5-1.0 | 5.0-20 | 5.0-20 | 5.6-7.3 | .32 | .4 | 34-80 | 10-27|1.35-1.50|14.00-42.00 |0.08-0.10| 0.1-2.9 | 0.5-1.0 | 5.0-20 | 5.0-20 | 5.6-7.3 | .32 | .4 | | | | | | | | | | | | 99000. | | | | | | | | | | | |  Pits, quarries | | | | | | | | | | | |  | | | | | | | | | | | | 99001. | | | | | | | | | | | |  Water | | | | | | | | | | | |  | | | | | | | | | | | | 99003. | | | | | | | | | | | |  Miscellaneous water | | | | | | | | | | | |  | | | | | | | | | | | | 99005: | | | | | | | | | | | |  Landfills------------| 0-60 | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | -- | | | | | | | | | | | | 99009: | | | | | | | | | | | |  Udorthents. | | | | | | | | | | | |  | | | | | | | | | | | |  Pits. | | | | | | | | | | | |  | | | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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Jefferson County, Missouri 239

Table 19.--Water Features

(The symbol > means more than. Absence of an entry indicates that the feature is not a

 concern or that data were not estimated.)

___________________________________________________________________________________________

 |Hydro-| Flooding | High water table ________________________________________________________

 Map symbol | logic| | | | | |

 and soil name |group | Frequency | Duration |Months | Depth | Kind |Months ___________________________________________________________________________________________

 | | | | | Ft | | __

 | | | | | | |

60003, 60024: | | | | | | |

 Menfro--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

60025: | | | | | | |

 Urban land----------------| --- |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

 Harvester-----------------| B |None--------| --- | --- |3.3-4.9|Perched |Nov-May

 | | | | | | |

60037: | | | | | | |

 Wrengart------------------| C |None--------| --- | --- |2.0-3.5|Perched |Nov-Apr

 | | | | | | |

60038: | | | | | | |

 Pevely--------------------| B |None--------| --- | --- |2.0-3.3|Perched |Nov-Apr

 | | | | | | |

 Holstein------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

60039, 60040: | | | | | | |

 Pevely--------------------| B |None--------| --- | --- |2.0-3.3|Perched |Nov-Apr

 | | | | | | |

60041: | | | | | | |

 Brussels------------------| C |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

60042, 60043: | | | | | | |

 Menfro--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

60044, 60045, 6046: | | | | | | |

 Minnith-------------------| C |None--------| --- | --- |3.0-6.0|Perched |Nov-Apr

 | | | | | | |

60047: | | | | | | |

 Urban land. | | | | | | |

 | | | | | | |

 Harvester-----------------| B |None--------| --- | --- |3.3-4.9|Perched |Nov-May

 | | | | | | |

60048: | | | | | | |

 Weingarten----------------| C |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

60049: | | | | | | |

 Horsecreek----------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

60050: | | | | | | |

 Urban land. | | | | | | |

 | | | | | | |

 Deible--------------------| D |None--------| --- | --- |0.0-1.0|Perched |Nov-May

 | | | | | | |

64007: | | | | | | |

 Freeburg------------------| C |Occasional |Brief-----|Nov-May|1.0-2.5|Perched |Nov-May

 | | | | | | |

64008, 64009: | | | | | | |

 Freeburg------------------| C |None--------| --- | --- |1.0-2.5|Perched |Nov-May

 | | | | | | |

66000: | | | | | | |

 Moniteau------------------| C/D |Occasional |Brief-----|Nov-May| 0-1.0|Apparent|Nov-May

 | | | | | | |

66014: | | | | | | |

 Haymond-------------------| B |Frequent----|Brief-----|Nov-May| >6.0 | --- | ---

 | | | | | | |

66020: | | | | | | |

 Haynie--------------------| B |Frequent----|Long------|Nov-May| >6.0 | --- | ---

 | | | | | | |
240 Soil Survey

Table 19.--Water Features--Continued

___________________________________________________________________________________________

 |Hydro-| Flooding | High water table ________________________________________________________

 Map symbol | logic| | | | | |

 and soil name |group | Frequency | Duration |Months | Depth | Kind |Months ___________________________________________________________________________________________

 | | | | | Ft | | __

 | | | | | | |

66024: | | | | | | |

 Wilbur--------------------| B |Frequent----|Long------|Nov-May|1.5-2.0|Apparent|Nov-Jun

 | | | | | | |

66050: | | | | | | |

 Tice----------------------| B |Frequent----|Long------|Nov-May|1.5-3.0|Apparent|Nov-May

 | | | | | | |

66051: | | | | | | |

 Perche--------------------| B |Occasional |Very brief|Nov-May|2.0-3.5|Apparent|Nov-Apr

 | | | | | | |

66052: | | | | | | |

 Waldron-------------------| D |Frequent----|Long------|Nov-May|1.0-3.0|Apparent|Nov-May

 | | | | | | |

66053: | | | | | | |

 Fishpot-------------------| C |None--------| --- | --- |2.0-5.0|Perched |Nov-May

 | | | | | | |

 Urban land. | | | | | | |

 | | | | | | |

73046: | | | | | | |

 Wrengart------------------| C |None--------| --- | --- |2.0-3.5|Perched |Nov-Apr

 | | | | | | |

73090: | | | | | | |

 Useful--------------------| C |None--------| --- | --- |2.0-3.5|Perched |Nov-Apr

 | | | | | | |

73200, 73201: | | | | | | |

 Sonsac--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73202: | | | | | | |

 Rueter--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73203: | | | | | | |

 Rueter--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

 Sonsac--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73204: | | | | | | |

 Ramsey--------------------| D |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

73205, 73206: | | | | | | |

 Useful--------------------| C |None--------| --- | --- |2.0-3.5|Perched |Nov-Apr

 | | | | | | |

73207, 73208, 73209: | | | | | | |

 Caneyville----------------| C |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73210: | | | | | | |

 Goss----------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73211, 73212: | | | | | | |

 Gasconade-----------------| D |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

73213, 73214: | | | | | | |

 Moko----------------------| D |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

73215, 73216: | | | | | | |

 Crider--------------------| B |None--------| --- | --- | >6.0 | --- | ---

73217: | | | | | | |

 Useful--------------------| C |None--------| --- | --- |2.0-3.5|Perched |Nov-Apr

 | | | | | | |

 | | | | | | |
Jefferson County, Missouri 241

Table 19.--Water Features--Continued

___________________________________________________________________________________________

 |Hydro-| Flooding | High water table ________________________________________________________

 Map symbol | logic| | | | | |

 and soil name |group | Frequency | Duration |Months | Depth | Kind |Months ___________________________________________________________________________________________

 | | | | | Ft | | __

 | | | | | | |

73217: | | | | | | |

 Sonsac--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73218: | | | | | | |

 Tiff----------------------| C |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

73219: | | | | | | |

 Rueter--------------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

74644: | | | | | | |

 Deible--------------------| D |None--------| --- | --- | 0-1.0|Perched |Nov-May

 | | | | | | |

74675: | | | | | | |

 Horsecreek----------------| B |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

74676: | | | | | | |

 Urban land. | | | | | | |

 | | | | | | |

 Freeburg------------------| C |None--------| --- | --- |1.0-2.5|Perched |Nov-May

 | | | | | | |

75375: | | | | | | |

 Horsecreek----------------| B |Occasional |Very brief|Nov-May| >6.0 | --- | ---

 | | | | | | |

75385: | | | | | | |

 Gabriel-------------------| B/D |Occasional |Brief-----|Nov-May|1.0-2.5|Apparent|Nov-May

 | | | | | | |

75390: | | | | | | |

 Razort--------------------| B |Rare--------|Brief-----|Nov-May| >6.0 | --- | ---

 | | | | | | |

75398: | | | | | | |

 Kaintuck------------------| B |Frequent----|Brief-----|Nov-May| >6.0 | --- | ---

 | | | | | | |

75450: | | | | | | |

 Bloomsdale----------------| B |Frequent----|Very brief|Nov-May| >6.0 | --- | ---

 | | | | | | |

75452: | | | | | | |

 Gladden-------------------| B |Frequent----|Very brief|Nov-May| >6.0 | --- | ---

 | | | | | | |

75453: | | | | | | |

 Sturkie-------------------| B |Occasional |Brief-----|Nov-Apr| >6.0 | --- | ---

 | | | | | | |

75454: | | | | | | |

 Urban land----------------| --- |None--------|None------| --- | >6.0 | --- | ---

 | | | | | | |

 Razort--------------------| B |Rare--------|Very brief|Nov-Apr| >6.0 | --- | ---

 | | | | | | |

99000: | | | | | | |

 Pits, quarries------------| --- |None--------| --- | --- | >6.0 | --- | ---

 | | | | | | |

99001. | | | | | | |

 Water | | | | | | |

 | | | | | | |

99003. | | | | | | |

 Miscellaneous water | | | | | | |

 | | | | | | |

99005. | | | | | | |

 Landfills | | | | | | |

 | | | | | | |

99009: | | | | | | |

 Udorthents. | | | | | | |

 | | | | | | |

 Pits. | | | | | | |

 | | | | | | | ___________________________________________________________________________________________
242 Soil Survey

Table 20.--Soil Features

(See text for definitions of terms used in this table. Absence of an entry indicates that the feature is not a

 concern or that data were not estimated.)

_____________________________________________________________________________________________________________________

 | Restrictive layer | Potential | Risk of corrosion ____________________________________________________ _________________________

 Map symbol | | Depth | | | for | Uncoated | Concrete

 and soil name | Kind |to top |Thickness| Hardness |frost action| steel | _____________________________________________________________________________________________________________________

 | | In | In | | | | __ __

 | | | | | | |

60003, 60024: | | | | | | |

 Menfro-----------------| --- | --- | --- | --- |High |Low |Moderate

 | | | | | | |

60025: | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Harvester--------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

60037: | | | | | | |

 Wrengart---------------|Dense material | 20-40 | 5-35 |Noncemented |Moderate |Moderate |Moderate

 | | | | | | |

60038: | | | | | | |

 Pevely-----------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

 Holstein---------------| --- | --- | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

60039: | | | | | | |

 Pevely-----------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

60040: | | | | | | |

 Pevely-----------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

60041: | | | | | | |

 Brussels---------------| --- | --- | --- | --- |Moderate |Moderate |Low

 | | | | | | |

 Rock outcrop-----------|Bedrock (lithic) | 0-0 | --- |Indurated |None | --- | ---

 | | | | | | |

60042, 60043: | | | | | | |

 Menfro-----------------| --- | --- | --- | --- |High |Low |Moderate

 | | | | | | |

60044, 60045, 60046: | | | | | | |

 Minnith----------------| --- | --- | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

60047: | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Harvester--------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

60048: | | | | | | |

 Weingarten-------------|Dense material | 30-40 | 10-39 |Noncemented |Moderate |Moderate |Moderate

 | | | | | | |

60049: | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Horsecreek-------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

60050: | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Deible-----------------|Abrupt textural | 13-22 | 14-22 |Noncemented |Moderate |High |High

 | change | | | | | |

 | | | | | | |

64007, 64008, 64009: | | | | | | |

 Freeburg---------------| --- | --- | --- | --- |High |High |High

 | | | | | | |

66000: | | | | | | |

 Moniteau---------------| --- | --- | --- | --- |High |High |High

 | | | | | | |

66014: | | | | | | |

 Haymond----------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |
Jefferson County, Missouri 243

Table 20.--Soil Features--Continued

_____________________________________________________________________________________________________________________

 | Restrictive layer | Potential | Risk of corrosion ____________________________________________________ _________________________

 Map symbol | | Depth | | | for | Uncoated | Concrete

 and soil name | Kind |to top |Thickness| Hardness |frost action| steel | _____________________________________________________________________________________________________________________

 | | In | In | | | | __ __

 | | | | | | |

66020: | | | | | | |

 Haynie-----------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

66024: | | | | | | |

 Wilbur-----------------| --- | --- | --- | --- |High |Moderate |Low

 | | | | | | |

66050: | | | | | | |

 Tice-------------------| --- | --- | --- | --- |High |High |Low

 | | | | | | |

66051: | | | | | | |

 Perche-----------------| --- | --- | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

66052: | | | | | | |

 Waldron----------------| --- | --- | --- | --- |High |High |Low

 | | | | | | |

66053: | | | | | | |

 Fishpot----------------| --- | --- | --- | --- |High |Moderate |Moderate

 | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

73046: | | | | | | |

 Wrengart---------------|Dense material | 20-40 | 5-35 |Noncemented |Moderate |Moderate |Moderate

 | | | | | | |

73090: | | | | | | |

 Useful-----------------|Bedrock (lithic) | 40-60 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

73200, 73201: | | | | | | |

 Sonsac-----------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

73202: | | | | | | |

 Rueter-----------------| --- | --- | --- | --- |Moderate |Low |High

 | | | | | | |

73203: | | | | | | |

 Rueter-----------------| --- | --- | --- | --- |Moderate |Low |High

 | | | | | | |

 Sonsac-----------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

73204: | | | | | | |

 Ramsey-----------------|Bedrock (lithic) | 7-20 | --- |Indurated |Moderate |Low |Moderate

 | | | | | | |

 Rock outcrop-----------|Bedrock (lithic) | 0-0 | --- |Indurated |None | --- | ---

 | | | | | | |

73205, 73206: | | | | | | |

 Useful-----------------|Bedrock (lithic) | 40-60 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

73207, 73208, 73209: | | | | | | |

 Caneyville-------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |High |Moderate

 | | | | | | |

73210: | | | | | | |

 Goss-------------------| --- | --- | --- | --- |Moderate |Low |Moderate

 | | | | | | |

73211, 73212: | | | | | | |

 Gasconade--------------|Bedrock (lithic) | 4-20 | --- |Indurated |Moderate |High |Low

 | | | | | | |

 Rock outcrop-----------|Bedrock (lithic) | 0-0 | --- |Indurated |None | --- | ---

 | | | | | | |

73213, 73214: | | | | | | |

 Moko-------------------|Bedrock (lithic) | 4-20 | --- |Indurated |Moderate |Low |Low

 | | | | | | |

 Rock outcrop-----------|Bedrock (lithic) | 0-0 | --- |Indurated |None | --- | ---

 | | | | | | |

73215, 73216: | | | | | | |

 Crider-----------------| --- | --- | --- | --- |High |Moderate |Moderate

 | | | | | | |
244

Table 20.--Soil Features--Continued

_____________________________________________________________________________________________________________________

 | Restrictive layer | Potential | Risk of corrosion ____________________________________________________ _________________________

 Map symbol | | Depth | | | for | Uncoated | Concrete

 and soil name | Kind |to top |Thickness| Hardness |frost action| steel | _____________________________________________________________________________________________________________________

 | | In | In | | | | __ __

 | | | | | | |

73217: | | | | | | |

 Useful-----------------|Bedrock (lithic) | 40-60 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

 Sonsac-----------------|Bedrock (lithic) | 20-40 | --- |Indurated |Moderate |Moderate |Moderate

 | | | | | | |

73218: | | | | | | |

 Tiff-------------------| --- | --- | --- | --- |Moderate |High |Moderate

 | | | | | | |

73219: | | | | | | |

 Rueter-----------------| --- | --- | --- | --- |Moderate |Low |High

 | | | | | | |

74644: | | | | | | |

 Deible-----------------|Abrupt textural | 13-22 | 14-22 |Noncemented |Moderate |High |High

 | change | | | | | |

 | | | | | | |

74675: | | | | | | |

 Horsecreek-------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

74676: | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Freeburg---------------| --- | --- | --- | --- |High |High |High

 | | | | | | |

75375: | | | | | | |

 Horsecreek-------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

75385: | | | | | | |

 Gabriel----------------| --- | --- | --- | --- |High |High |Moderate

 | | | | | | |

75390: | | | | | | |

 Razort-----------------| --- | --- | --- | --- |Moderate |Low |Low

 | | | | | | |

75398: | | | | | | |

 Kaintuck---------------| --- | --- | --- | --- |Moderate |High |Moderate

 | | | | | | |

75450: | | | | | | |

 Bloomsdale-------------| --- | --- | --- | --- |Moderate |Low |Moderate

 | | | | | | |

75452: | | | | | | |

 Gladden----------------| --- | --- | --- | --- |Moderate |High |High

 | | | | | | |

75453: | | | | | | |

 Sturkie----------------| --- | --- | --- | --- |High |Low |Low

 | | | | | | |

75454: | | | | | | |

 Urban land-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Razort-----------------| --- | --- | --- | --- |Moderate |Low |Low

 | | | | | | |

99000. | | | | | | |

 Pits, quarries | | | | | | |

 | | | | | | |

99001. | | | | | | |

 Water | | | | | | |

 | | | | | | |

99003. | | | | | | |

 Miscellaneous water | | | | | | |

 | | | | | | |

99005: | | | | | | |

 Landfills--------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

99009: | | | | | | |

 Udorthents-------------| --- | --- | --- | --- |None | --- | ---

 | | | | | | |

 Pits-------------------| --- | --- | --- | --- |None | --- | ---
245

Classification of the Soils

The system of soil classification used by the

National Cooperative Soil Survey has six categories

(USDA, 1998 and 1999). Beginning with the broadest,

these categories are the order, suborder, great group,

subgroup, family, and series. Classification is based

on soil properties observed in the field or inferred

from those observations or from laboratory

measurements. Table 21 shows the classification of

the soils in the survey area. The categories are

defined in the following paragraphs.

ORDER. Twelve soil orders are recognized. The

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

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

example is Alfisol.

SUBORDER. Each order is divided into

suborders primarily on the basis of properties that

influence soil genesis and are important to plant

growth or properties that reflect the most important

variables within the orders. The last syllable in the

name of a suborder indicates the order. An example

is Udalf (Ud, meaning humid, plus alf, from Alfisol).

GREAT GROUP. Each suborder is divided into

great groups on the basis of close similarities in kind,

arrangement, and degree of development of

pedogenic horizons; soil moisture and temperature

regimes; type of saturation; and base status. Each

great group is identified by the name of a suborder

and by a prefix that indicates a property of the soil.

An example is Hapludalfs (Hapl, meaning minimal

horizonation, plus udalf, the suborder of the Alfisols

that has a udic moisture regime).

SUBGROUP. Each great group has a typic

subgroup. Other subgroups are intergrades or

extragrades. The typic subgroup is the central

concept of the great group; it is not necessarily the

most extensive. Intergrades are transitions to other

orders, suborders, or great groups. Extragrades have

some properties that are not representative of the

great group but do not indicate transitions to any

other taxonomic class. Each subgroup is identified by

one or more adjectives preceding the name of the

great group. The adjective Typic identifies the

subgroup that typifies the great group. An example is

Typic Hapludalfs.

FAMILY. Families are established within a

subgroup on the basis of physical and chemical

properties and other characteristics that affect

management. Generally, the properties are those of

horizons below plow depth where there is much

biological activity. Among the properties and

characteristics considered are particle size, mineral

content, soil temperature regime, soil depth, and

reaction. A family name consists of the name of a

subgroup preceded by terms that indicate soil

properties. An example is fine-silty, mixed,

superactive, mesic Typic Hapludalfs.

SERIES. The series consists of soils within a

family that have horizons similar in color, texture,

structure, reaction, consistence, mineral and

chemical composition, and arrangement in the profile.

Soil Series and Their Morphology

In this section, each soil series recognized in the

survey area is described. Characteristics of the soil

and the material in which it formed are identified for

each series. A pedon, a small three-dimensional area

of soil, that is typical of the series in the survey area

is described. The detailed description of each soil

horizon follows standards in the “Soil Survey Manual”

(USDA, 1993). Many of the technical terms used in

the descriptions are defined in “Soil Taxonomy”

(USDA, 1999) and in “Keys to Soil Taxonomy” (USDA,

1998). Unless otherwise indicated, colors in the

descriptions are for moist soil. Following the pedon

description is the range of important characteristics

of the soils in the series.

The map units of each soil series are described in

the section “Detailed Soil Map Units.”

Bloomsdale Series

The Bloomsdale series consists of very deep, well

drained, moderately permeable soils. These soils

formed in gravelly loamy alluvium on narrow flood

plains. Slopes range from 0 to 3 percent.

Soils of the Bloomsdale series are loamy-skeletal,

mixed, superactive, mesic Typic Hapludalfs.
246 Soil Survey

Typical Pedon

Bloomsdale silt loam, 0 to 3 percent slopes,

frequently flooded; USGS House Springs quadrangle;

latitude 38 degrees 24 minutes 03 seconds N.;

longitude 90 degrees 34 minutes 18 seconds W.

Ap—0 to 8 inches; dark brown (10YR 3/3) silt loam,

pale brown (10YR 6/3) dry; weak very fine

granular structure; very friable; many very fine

and fine and common medium and coarse roots;

many very fine and fine vesicular pores; 12

percent chert gravel; strongly acid; clear smooth

boundary.

2Bw1—8 to 19 inches; brown (10YR 4/3) very

gravelly loam; moderate very fine granular

structure; friable; many very fine and fine,

common medium, and few coarse roots; many

very fine and fine interstitial pores; common

distinct organic coats on faces of peds; 40

percent chert gravel; slightly acid; clear wavy

boundary.

2Bw2—19 to 39 inches; brown (10YR 4/3) very

gravelly sandy loam; weak very fine subangular

blocky structure; friable; common very fine and

fine and few medium and coarse roots; common

very fine, fine, and medium interstitial and tubular

pores between rock fragments; very few distinct

organic coats on faces of peds; 51 percent chert

gravel; 5 percent chert cobbles; slightly alkaline;

gradual wavy boundary.

2Bt1—39 to 56 inches; brown (7.5YR 4/4) extremely

gravelly sandy loam; weak very fine subangular

blocky structure; friable; common very fine and

fine and few medium and coarse roots; few

distinct clay films on faces of peds; common very

fine and fine interstitial and few medium pores

between rock fragments; 61 percent chert gravel;

5 percent chert cobbles; slightly alkaline; gradual

wavy boundary.

3Bt2—56 to 80 inches; brown (7.5YR 4/4) extremely

gravelly clay loam; weak very fine subangular

blocky structure; firm; few very fine, fine, and

medium roots; common distinct clay films on

faces of peds; few very fine and fine interstitial

and tubular pores; 70 percent chert gravel; 5

percent chert cobbles; slightly alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 3 or 4 and chroma of 2 or 3

2Bw and 2Bt horizons:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3, 4, or 6

Texture—very gravelly or extremely gravelly or

cobbly to extremely cobbly analogues of silt

loam, loam, or sandy loam

3Bt horizon:

Color—hue of 7.5YR or 10YR, value of 3 to 5,

and chroma of 3 or 4

Texture—gravelly, very gravelly, or extremely

gravelly sandy clay loam or clay loam

Brussels Series

The Brussels series consists of very deep, well

drained, moderately slowly permeable soils. These

soils formed in colluvium weathered from limestone

on backslopes of uplands. Slopes range from 35 to

90 percent.

Soils of the Brussels series are clayey-skeletal,

mixed, superactive, mesic Typic Hapludolls.

Typical Pedon

Brussels very channery silty clay loam, in an area of

Brussels-Rock outcrop complex, 35 to 90 percent

slopes, extremely stony; USGS House Springs

quadrangle; latitude 38 degrees 28 minutes

07 seconds N.; longitude 90 degrees 36 minutes

24 seconds W.

Ap—0 to 8 inches; very dark gray (10YR 3/1) very

channery silty clay loam, very dark grayish

brown (10YR 3/2) dry; moderate very fine

granular structure; friable; common very fine,

fine, and medium and few coarse roots; few very

fine and fine vesicular pores; 10 percent

limestone gravel; 30 percent limestone channers;

slightly alkaline; clear smooth boundary.

AB—8 to 15 inches; very dark gray (10YR 3/1)

extremely gravelly silty clay loam, very dark

grayish brown (10YR 3/2) dry; moderate very fine

granular structure parting to weak very fine

subangular blocky; friable; common very fine,

fine, and medium and few coarse roots; common

very fine and fine vesicular pores; 45 percent

limestone gravel; 15 percent limestone channers;

slightly alkaline; gradual wavy boundary.

Bw1—15 to 23 inches; very dark grayish brown

(10YR 3/2) very gravelly silty clay loam, light

brownish gray (10YR 6/2) dry; weak fine angular

blocky structure parting to weak very fine

subangular blocky; firm; common very fine and

fine and few medium and coarse roots; common

very fine and fine vesicular and tubular pores;
Jefferson County, Missouri 247

very few faint clay films on faces of peds; 35

percent limestone gravel; 5 percent limestone

channers; slightly alkaline; gradual smooth

boundary.

Bw2—23 to 51 inches; dark yellowish brown (10YR

3/4) very stony silty clay loam; moderate very

fine subangular blocky structure; firm; few very

fine to coarse roots; common very fine and fine

vesicular and tubular pores; very few faint clay

films and distinct organic coats on faces of peds;

15 percent limestone gravel; 20 percent

limestone channers; 20 percent limestone stones;

slightly alkaline; gradual smooth boundary.

Bw3—51 to 64 inches; brown (10YR 4/3) very stony

silty clay loam; weak very fine subangular blocky

structure; firm; few very fine, fine, and medium

roots; common very fine and fine vesicular and

tubular pores; very few faint clay films on faces of

peds; 15 percent limestone gravel; 15 percent

limestone channers; 20 percent limestone stones;

slightly alkaline; gradual smooth boundary.

Bw4—64 to 80 inches; dark yellowish brown (10YR

4/4) very stony silty clay loam; weak very fine

subangular blocky structure; firm; few very fine

and fine roots; common very fine and fine

vesicular and tubular pores; 10 percent limestone

gravel; 10 percent limestone channers; 15

percent limestone stones; slightly alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

A or Ap horizon:

Color—value of 2 or 3

AB horizon:

Color—value of 2 or 3

Texture—very gravelly, extremely gravelly, or

very flaggy silty clay loam

Bw horizon:

Color—value of 3 or 4 and chroma of 2 to 4

Texture—very gravelly, extremely gravelly, very

stony, extremely stony, very flaggy, or

extremely flaggy analogues of silty clay loam

or silty clay

Caneyville Series

The Caneyville series consists of moderately

deep, well drained, moderately slowly permeable

soils. These soils formed in clayey residuum

weathered from dolostone on summits and

backslopes of uplands. Slopes range from 3 to 30

percent.

Soils of the Caneyville series are fine, mixed,

active, mesic Typic Hapludalfs.

Typical Pedon

Caneyville silt loam, 15 to 30 percent slopes; USGS

Belew Creek quadrangle; latitude 38 degrees

16 minutes 34 seconds N.; longitude 90 degrees

37 minutes 27 seconds W.

A—0 to 3 inches; very dark grayish brown (10YR 3/2)

silt loam, grayish brown (10YR 5/2) dry;

moderate very fine granular structure; friable;

common very fine and fine roots; common very

fine and fine vesicular pores; 5 percent chert

gravel; strongly acid; clear smooth boundary.

E—3 to 6 inches; brown (7.5YR 5/4) silt loam;

moderate very fine subangular blocky structure;

friable; common very fine and fine roots; common

very fine and fine interstitial and tubular pores;

very few distinct silt coats in pores and on faces

of peds; 5 percent chert gravel; very strongly

acid; gradual smooth boundary.

Bt1—6 to 12 inches; brown (7.5YR 4/4) silty clay

loam; moderate fine subangular blocky structure;

firm; common very fine, fine, and medium roots;

common very fine and fine interstitial and tubular

pores; very few distinct silt coats and clay films

on faces of peds; 5 percent chert gravel; very

strongly acid; clear smooth boundary.

Bt2—12 to 18 inches; strong brown (7.5YR 4/6) silty

clay; moderate fine and strong very fine

subangular blocky structure; very firm; common

very fine, fine, and medium roots; common very

fine and fine interstitial and tubular pores; very

few distinct clay films on faces of peds; very

strongly acid; gradual wavy boundary.

Bt3—18 to 26 inches; strong brown (7.5YR 4/6)

gravelly clay; strong very fine angular blocky

structure; very firm; common very fine and fine

roots; common very fine and fine interstitial and

tubular pores; very few distinct clay films on

faces of peds; few fine iron-manganese stains; 30

percent chert gravel; very strongly acid; gradual

wavy boundary.

Bt4—26 to 34 inches; yellowish red (5YR 4/6)

gravelly clay; strong very fine angular blocky

structure; very firm; common very fine and fine

interstitial and tubular pores; very few distinct

clay films on faces of peds; 20 percent chert

gravel; moderately acid; abrupt irregular

boundary.

R—34 inches; dolostone bedrock.

Range in Characteristics

Depth to bedrock: 20 to 40 inches
248 Soil Survey

A horizon:

Color—hue of 7.5YR or 10YR, value of 3 or 4,

and chroma of 2 or 3

E horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3 or 4

Bt horizon:

Color—hue of 5YR to 10YR, value of 4 or 5, and

chroma of 3, 4, 6, or 8

Texture—silty clay, silty clay loam, clay loam,

loam, clay, or their gravelly analogues

Crider Series

The Crider series consists of very deep, well

drained, moderately permeable soils. These soils

formed in loess over clayey residuum weathered from

limestone or dolostone on footslopes and backslopes

of uplands. Slopes range from 3 to 15 percent.

Soils of the Crider series are fine-silty, mixed,

active, mesic Typic Paleudalfs.

Typical Pedon

Crider silt loam, 3 to 8 percent slopes; USGS

Fletcher quadrangle; latitude 38 degrees 08 minutes

23 seconds N.; longitude 90 degrees 43 minutes

00 seconds W.

A—0 to 6 inches; dark brown (7.5YR 4/3) silt loam,

brown (10YR 5/3) dry; weak fine granular

structure; very friable; many very fine and fine

and few medium roots; few very fine vesicular

pores; neutral; gradual smooth boundary.

AB—6 to 11 inches; brown (7.5YR 4/4) silt loam;

weak fine subangular blocky structure; friable;

common very fine and fine and few medium

roots; common very fine and fine vesicular and

tubular pores; neutral; clear smooth boundary.

Bt1—11 to 19 inches; brown (7.5YR 4/4) silty clay

loam; weak fine subangular blocky structure;

firm; few very fine, fine, and medium roots;

common very fine and fine vesicular and tubular

pores; common distinct clay films on faces of

peds; neutral; gradual smooth boundary.

2Bt2—19 to 26 inches; yellowish red (5YR 4/6) silty

clay loam; weak fine subangular blocky structure;

firm; common very fine and fine roots; common

very fine and fine vesicular and tubular pores;

common distinct clay films on faces of peds;

moderately acid; gradual smooth boundary.

2Bt3—26 to 37 inches; yellowish red (5YR 4/6) and

strong brown (7.5YR 5/8) silty clay loam; weak

fine subangular blocky structure; firm; common

very fine and fine roots; common very fine and

fine vesicular and tubular pores; common

prominent silt coats and common distinct clay

films on faces of peds; few prominent ironmanganese stains; strongly acid; clear smooth

boundary.

2Bt4—37 to 54 inches; yellowish red (5YR 4/6) silty

clay loam; common fine prominent brown (10YR

5/3) mottles; weak medium subangular blocky

structure; very firm; few very fine and fine roots;

common very fine and fine vesicular and tubular

pores; many prominent clay films and common

prominent silt coats on faces of peds; very few

iron-manganese stains; moderately acid; clear

smooth boundary.

2Bt5—54 to 72 inches; red (2.5YR 4/6) and yellowish

red (5YR 5/8) silty clay loam; weak medium

subangular blocky structure; very firm; few very

fine and fine roots; common very fine and fine

vesicular and tubular pores; many prominent clay

films and few prominent silt coats on faces of

peds; very few iron-manganese stains;

moderately acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—hue of 7.5YR or 10YR and chroma of 2

to 4

AB horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 4 or 5

Bt horizon:

Color—hue of 5YR to 10YR, value of 4 or 5, and

chroma of 4 or 6

Texture—silt loam or silty clay loam

2Bt horizon:

Color—hue of 2.5YR or 5YR, value of 3 to 5, and

chroma of 4, 6, or 8

Texture—silty clay loam, silty clay, clay, or

gravelly silty clay

Deible Series

The Deible series consists of very deep, poorly

drained, very slowly permeable soils. These soils

formed in clayey alluvium over colluvium on stream

terraces. Slopes range from 1 to 3 percent.

Soils of the Deible series are fine, mixed, active,

mesic Typic Albaqualfs.
Jefferson County, Missouri 249

Typical Pedon

Deible silt loam, 1 to 3 percent slopes; USGS Pacific

quadrangle; latitude 38 degrees 28 minutes

50 seconds N.; longitude 90 degrees 38 minutes

52 seconds W.

Ap1—0 to 3 inches; grayish brown (10YR 5/2) silt

loam, light gray (10YR 7/2) dry; weak fine

granular structure; very friable; many fine and

few medium roots; moderately acid; abrupt

smooth boundary.

Ap2—3 to 10 inches; grayish brown (10YR 5/2) silt

loam, light gray (10YR 7/2) dry; moderate fine

platy structure; very friable; common fine roots;

few very fine vesicular pores; common fine

irregular iron-manganese concretions; slightly

acid; clear smooth boundary.

E1—10 to 16 inches; pale brown (10YR 6/3) silt loam;

weak thin platy structure parting to weak very

fine granular; very friable; common fine roots; few

very fine vesicular pores; very few fine irregular

iron-manganese concretions; slightly acid; clear

smooth boundary.

E2—16 to 19 inches; pale brown (10YR 6/3) silt loam;

weak thin platy structure parting to weak fine

subangular blocky; friable; common fine roots;

many fine and common very fine tubular pores;

common fine irregular iron-manganese

concretions; moderately acid; abrupt smooth

boundary.

Btg1—19 to 25 inches; 95 percent light brownish gray

(10YR 6/2) and 5 percent light gray (10YR 7/2)

silty clay loam; weak fine subangular blocky

structure; friable; few fine roots; common very

fine tubular pores; few distinct clay films on faces

of peds; common fine irregular iron-manganese

concretions; very strongly acid; clear smooth

boundary.

Btg2—25 to 32 inches; light brownish gray (10YR 6/2)

and light yellowish brown (10YR 6/4) silty clay

loam; moderate fine subangular blocky structure;

firm; few fine roots; few very fine tubular pores;

few distinct clay films on faces of peds; common

fine irregular iron-manganese concretions;

common fine prominent yellowish brown (10YR

5/8) iron accumulations; very strongly acid;

gradual smooth boundary.

Btg3—32 to 58 inches; grayish brown (10YR 5/2) and

pale brown (10YR 6/3) silty clay loam; weak fine

subangular blocky structure; firm; few very fine

and fine roots; few very fine tubular pores; few

distinct clay films on faces of peds; common fine

irregular iron-manganese concretions; few fine

distinct yellowish brown (10YR 5/6) iron

accumulations; strongly acid; gradual smooth

boundary.

2Btg4—58 to 81 inches; light brownish gray (10YR

6/2) silt loam; common fine faint brown (10YR

5/3) mottles; weak fine subangular blocky

structure; firm; few very fine and fine roots; few

very fine tubular pores; few distinct clay films on

faces of peds; common medium prominent

yellowish brown (10YR 5/8) iron accumulations; 5

percent chert gravel; neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 4 or 5 and chroma of 2 or 3

E horizon:

Color—value of 5 or 6 and chroma of 2 or 3

Btg horizon:

Color—value of 4 to 7 and chroma of 2 to 4

Texture—silty clay loam or silty clay

2Btg horizon:

Color—value of 4 to 6 and chroma of 1 to 3

Texture—silt loam or silty clay loam

Fishpot Series

The Fishpot series consists of very deep,

somewhat poorly drained, moderately slowly

permeable soils. These soils formed in a mixture of

loess and alluvium and fill materials from the

adjacent uplands on stream terraces. Slopes range

from 0 to 3 percent.

Soils of the Fishpot series are fine-loamy, mixed,

superactive, nonacid, mesic Aquic Udorthents.

Typical Pedon

Fishpot silt loam, in an area of Fishpot-Urban land

complex, 0 to 3 percent slopes; USGS Webster

Groves quadrangle; latitude 38 degrees 29 minutes

21 seconds N.; longitude 90 degrees 32 minutes

25 seconds W.

A—0 to 1 inch; very dark grayish brown (10YR 3/2)

silt loam, grayish brown (10YR 5/2) dry;

moderate fine granular structure; friable; many

fine roots; medium acid; abrupt smooth boundary.

C1—1 to 8 inches; brown (7.5YR 4/4) silt loam; few

medium distinct pale brown (10YR 6/3) mottles;

moderate fine and medium fragments; firm;

common fine roots; few pieces of glass; neutral;

abrupt wavy boundary.

C2—8 to 34 inches; very dark grayish brown (10YR
250 Soil Survey

3/2) silt loam mixed with brown (10YR 4/3 and

7.5YR 4/4) and yellowish brown (10YR 5/4)

material; common medium and large pockets of

discontinuous bands of brown (7.5YR 4/4) silt

loam; moderate medium and fine fragments; firm;

common fine roots; 20 percent fine and medium

fragments and pieces of cinders, china, brick,

glass, concrete, and metal; neutral; abrupt

irregular boundary.

C3—34 to 47 inches; brown (7.5YR 4/4) silt loam;

weak medium fragments; firm; few roots; few

black concretions of iron-manganese; common

medium and coarse grayish brown (10YR 5/2)

iron depletions; neutral; abrupt wavy boundary.

2Ab—47 to 54 inches; mottled grayish brown (10YR

5/2) and brown (10YR 5/3) silt loam; medium thin

platy structure; firm; few roots; common black

and reddish brown iron-manganese concretions;

common dark reddish brown (2.5YR 3/4) and

reddish brown (5YR 4/4) stains; neutral; abrupt

wavy boundary.

2C—54 to 60 inches; mottled grayish brown (10YR

5/2), brown (10YR 5/3), and dark yellowish brown

(10YR 4/4) silt loam; massive; friable; few fine

iron-manganese concretions; few medium pale

brown (10YR 6/3) and strong brown (7.5YR 5/6)

stains; common thin silt lamellae; neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

C horizon:

Color—hue of 7.5YR or 10YR, value of 3 to 5,

and chroma of 2 to 4

2Ab horizon:

Color—hue of 7.5YR or 10YR, value of 3 to 5,

and chroma of 2 or 3

2C horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 2, 3, 4, or 6

Freeburg Series

The Freeburg series consists of very deep,

somewhat poorly drained, moderately slowly

permeable soils. These soils formed in silty alluvium

on stream terraces and footslopes. Slopes range

from 0 to 9 percent.

Soils of the Freeburg series are fine-silty, mixed,

superactive, mesic Aquic Hapludalfs.

Typical Pedon

Freeburg silt loam, 2 to 5 percent slopes; USGS

House Springs quadrangle; latitude 38 degrees

29 minutes 21 seconds N.; longitude 90 degrees

32 minutes 25 seconds W.

Ap—0 to 8 inches; brown (10YR 4/3) silt loam, very

pale brown (10YR 6/3) dry; moderate fine

granular structure; very friable; many very fine

and fine roots; few very fine interstitial pores;

moderately acid; abrupt smooth boundary.

Bt1—8 to 14 inches; dark yellowish brown (10YR 4/4)

silt loam; weak fine subangular blocky structure;

friable; many very fine and fine roots; common

very fine and fine vesicular and tubular pores;

few distinct clay films on vertical and horizontal

faces of peds; few distinct clay depletions; few

fine iron-manganese concretions; strongly acid;

clear smooth boundary.

Bt2—14 to 23 inches; yellowish brown (10YR 5/4)

silty clay loam; moderate fine subangular blocky

structure; firm; many very fine and fine roots;

common very fine and fine vesicular and tubular

pores; common distinct clay films on vertical and

horizontal faces of peds; common distinct clay

depletions; few fine and medium iron-manganese

concretions; few fine faint yellowish brown (10YR

5/4) iron accumulations; few fine distinct light

brownish gray (10YR 6/2) iron depletions;

strongly acid; gradual smooth boundary.

Bt3—23 to 30 inches; dark yellowish brown (10YR

4/6) silty clay loam; moderate coarse subangular

blocky structure; firm; common very fine and fine

roots; common very fine and fine vesicular and

tubular pores; common distinct clay films on

vertical and horizontal faces of peds; common

distinct clay depletions; few fine and medium

iron-manganese concretions; few fine distinct

light brownish gray (10YR 6/2) iron depletions;

strongly acid; gradual smooth boundary.

Bt4—30 to 42 inches; dark yellowish brown (10YR

4/6) silty clay loam; moderate medium and

coarse prismatic structure; firm; few very fine

and fine roots; common very fine and fine

vesicular and tubular pores; common distinct clay

films on vertical and horizontal faces of peds;

common distinct clay depletions; common fine

and medium iron-manganese concretions;

common fine distinct light brownish gray (10YR

6/2) iron depletions; strongly acid; gradual

smooth boundary.

Bt5—42 to 54 inches; dark yellowish brown (10YR

4/4) silty clay loam; moderate coarse prismatic

structure; firm; few very fine and fine roots;
Jefferson County, Missouri 251

common very fine and fine vesicular and tubular

pores; common distinct clay films on vertical and

horizontal faces of peds; common fine and

medium iron-manganese concretions; few fine

strong brown iron accumulations; common fine

distinct light brownish gray (10YR 6/2) iron

depletions; strongly acid; gradual smooth

boundary.

Bt6—54 to 65 inches; dark yellowish brown (10YR

4/6) silty clay loam; moderate coarse prismatic

structure; firm; few very fine and fine roots;

common very fine and fine vesicular and tubular

pores; common distinct clay films on vertical and

horizontal faces of peds; common fine and

medium iron-manganese concretions; few fine

strong brown iron accumulations; common fine

distinct grayish brown (10YR 5/2) iron depletions;

strongly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 4 or 5

E horizon (where present):

Color—value of 5 to 7 and chroma of 2 or 3

Bt horizon:

Color—value of 4 to 6 and chroma of 2, 3, 4, or 6

Gabriel Series

The Gabriel series consists of very deep, poorly

drained, moderately slowly permeable soils. These

soils formed in silty alluvium on stream terraces.

Slopes range from 0 to 2 percent.

Soils of the Gabriel series are fine-silty, mixed,

superactive, mesic Typic Argiaquolls.

Typical Pedon

Gabriel silt loam, 0 to 2 percent slopes, occasionally

flooded; USGS Pacific quadrangle; latitude

38 degrees 24 minutes 15 seconds N.; longitude

90 degrees 31 minutes 23 seconds W.

Ap—0 to 10 inches; dark brown (10YR 3/3) silt loam,

grayish brown (10YR 5/2) dry; weak very fine

subangular blocky structure; friable; common fine

and medium roots; neutral; abrupt smooth

boundary.

A—10 to 15 inches; very dark grayish brown (10YR

3/2) silt loam, grayish brown (10YR 5/2) dry;

moderate very fine subangular blocky structure;

firm; common very fine roots; common very fine

vesicular pores; few fine iron-magnesium stains;

neutral; clear smooth boundary.

Btg1—15 to 21 inches; very dark grayish brown

(10YR 3/2) silty clay loam, grayish brown (10YR

5/2) dry; moderate very fine subangular blocky

structure; very firm; few very fine roots; common

very fine vesicular pores; few distinct clay films

on faces of peds; few fine irregular soft masses

of iron and few fine rounded iron-manganese

concretions; few fine iron-magnesium stains;

neutral; gradual smooth boundary.

Btg2—21 to 30 inches; very dark grayish brown (2.5Y

3/2) silty clay loam, grayish brown (2.5Y 5/2) dry;

moderate fine subangular blocky parting to weak

very fine angular blocky structure; very firm; few

very fine vesicular pores; few distinct clay films

on faces of peds; common fine rounded ironmanganese concretions; few fine prominent

yellowish brown (10YR 5/6) iron accumulations;

neutral; gradual smooth boundary.

Btg3—30 to 42 inches; dark grayish brown (2.5Y 4/2)

silty clay loam; moderate very fine angular

blocky structure; very firm; few very fine

vesicular pores; few distinct clay films on faces

of peds; common fine rounded iron-manganese

concretions; few fine prominent yellowish brown

(10YR 5/6) iron accumulations; neutral; gradual

smooth boundary.

Btg4—42 to 70 inches; dark gray (2.5Y 4/1) silty clay

loam; moderate very fine angular blocky

structure; very firm; few very fine vesicular

pores; few distinct clay films on faces of peds;

common fine rounded iron-manganese

concretions; common fine prominent yellowish

brown (10YR 5/6) iron accumulations; neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap and A horizons:

Color—value of 2 or 3 and chroma of 1 to 3

Btg horizon:

Color—hue of 10YR or 2.5Y, value of 3 or 4, and

chroma of 1 or 2

Texture—silty clay loam or silty clay

Gasconade Series

The Gasconade series consists of very shallow

and shallow, somewhat excessively drained,

moderately slowly permeable soils. These soils

formed in clayey residuum weathered from limestone

on uplands. Slopes range from 3 to 50 percent.
252 Soil Survey

Soils of the Gasconade series are clayey-skeletal,

mixed, superactive, mesic Lithic Hapludolls.

Typical Pedon

Gasconade very channery silty clay, in an area of

Gasconade-Rock outcrop complex, 15 to 50 percent

slope, rubbly; USGS Pacific quadrangle; latitude

38 degrees 24 minutes 09 seconds N.; longitude

90 degrees 40 minutes 09 seconds W.

A—0 to 10 inches; very dark grayish brown (10YR

3/2) very channery silty clay, very dark grayish

brown (10YR 3/2) dry; moderate very fine

granular structure parting to weak very fine

subangular blocky; firm; common very fine and

fine roots; common very fine and fine vesicular

pores; 30 percent limestone channers; 10 percent

chert gravel; neutral; clear smooth boundary.

Bw—10 to 13 inches; brown (7.5YR 4/3) channery

silty clay; strong very fine subangular blocky

structure; very firm; common very fine and fine

roots; common very fine and fine vesicular pores;

common fine distinct strong brown (7.5YR 5/6)

iron stains; 30 percent limestone channers;

neutral; abrupt irregular boundary.

R—13 inches; limestone bedrock.

Range in Characteristics

Depth to bedrock: 4 to 20 inches

A horizon:

Color—chroma of 1 or 2

Bw horizon:

Color—hue of 7.5YR or 10YR, value of 3 or 4,

and chroma of 1 or 2

Texture—very gravelly, extremely gravelly, very

channery, or extremely channery analogues of

silty clay or silty clay loam

Gladden Series

The Gladden series consists of very deep, well

drained, moderately rapidly permeable soils. These

soils formed in loamy alluvium over gravelly alluvium

on narrow flood plains. Slopes range from 0 to 3

percent.

Soils of the Gladden series are coarse-loamy,

siliceous, superactive, mesic Dystric Fluventic

Eutrudepts.

Typical Pedon

Gladden fine sandy loam, 0 to 3 percent slopes,

frequently flooded; USGS Festus quadrangle; latitude

38 degrees 13 minutes 38 seconds N.; longitude

90 degrees 27 minutes 02 seconds W.

A—0 to 7 inches; brown (10YR 4/3) fine sandy loam,

brown (10YR 5/3) dry; weak very fine granular

structure; very friable; many very fine and fine

and common medium roots; many very fine and

fine vesicular and tubular pores; neutral; clear

smooth boundary.

Bw1—7 to 15 inches; dark yellowish brown (10YR

4/4) medium sandy loam; weak very fine

subangular blocky structure; friable; common

very fine and fine and few medium roots;

common very fine and fine interstitial and tubular

pores; neutral; gradual smooth boundary.

Bw2—15 to 23 inches; yellowish brown (10YR 5/4)

and dark yellowish brown (10YR 4/4) loam; weak

very fine subangular blocky structure; friable; few

very fine and fine roots; common very fine

interstitial and tubular pores; neutral; gradual

smooth boundary.

Bw3—23 to 41 inches; dark yellowish brown (10YR

4/4) and strong brown (7.5YR 4/6) loam; weak

very fine subangular blocky structure; friable; few

very fine and fine roots; common very fine

interstitial and tubular pores; neutral; abrupt wavy

boundary.

2C1—41 to 55 inches; strong brown (7.5YR 4/6) very

gravelly coarse sand; massive; friable; common

very fine interstitial pores; 56 percent chert

gravel; neutral; gradual wavy boundary.

2C2—55 to 63 inches; strong brown (7.5YR 5/6)

extremely gravelly coarse sand; single grained;

loose; few very fine interstitial pores; 70 percent

chert gravel; neutral; gradual wavy boundary.

2C3—63 to 72 inches; brown (7.5YR 5/4) very

gravelly loamy coarse sand; single grained;

loose; few very fine interstitial pores; 56 percent

chert gravel; neutral; gradual wavy boundary.

2C4—72 to 80 inches; brown (10YR 4/3) extremely

gravelly medium sandy loam; single grained;

loose; few very fine interstitial pores; 68 percent

chert gravel; neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 4 or 5

Bw horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 4 or 6

Texture—loam or sandy loam
Jefferson County, Missouri 253

2C horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3, 4, or 6

Texture—gravelly to extremely gravelly

analogues of silt loam, loam, fine sandy loam,

sandy loam, coarse sand, or loamy coarse

sand

Goss Series

The Goss series consists of very deep, well

drained, moderately permeable soils. These soils

formed in clayey residuum from cherty limestone on

backslopes of uplands. Slopes range from 15 to 50

percent.

Soils of the Goss series are clayey-skeletal,

mixed, active, mesic Typic Paleudalfs.

Typical Pedon

Goss very cobbly silt loam, 15 to 50 percent slopes,

extremely stony; USGS Vineland quadrangle; latitude

38 degrees 01 minute 40 seconds N.; longitude

90 degrees 36 minutes 17 seconds W.

Oi—1 to 0 inches; partially decomposed leaves,

roots and twigs.

A—0 to 3 inches; brown (10YR 4/3) very cobbly silt

loam, pale brown (10YR 6/3) dry; weak fine

granular structure; very friable; common medium

roots; few fine interstitial pores; 30 percent druse

quartz gravel; 20 percent druse quartz cobbles;

strongly acid; clear wavy boundary.

E—3 to 9 inches; brown (7.5YR 4/4) very gravelly silt

loam; weak fine subangular blocky structure

parting to weak fine granular; friable; many

coarse, common medium, and few fine roots; few

very fine interstitial and tubular pores; 45 percent

druse quartz gravel; strongly acid; clear wavy

boundary.

Bt1—9 to 16 inches; red (2.5YR 4/8) very cobbly silty

clay loam; weak fine subangular blocky structure;

firm; few fine roots; few very fine interstitial and

tubular pores; common distinct clay films on

faces of peds; 20 percent druse quartz gravel; 20

percent druse quartz cobbles; strongly acid;

abrupt wavy boundary.

Bt2—16 to 35 inches; dark red (2.5YR 3/6) extremely

cobbly clay; moderate medium angular blocky

structure; firm; common fine and medium roots;

few fine interstitial and tubular pores; many

prominent clay films on faces of peds; 10 percent

druse quartz gravel; 55 percent druse quartz

cobbles; strongly acid; clear wavy boundary.

Bt3—35 to 68 inches; dark red (2.5YR 3/6) cobbly

clay; moderate medium angular blocky structure;

very firm; common fine and medium roots; few

fine interstitial and tubular pores; many prominent

clay films on faces of peds; 20 percent druse

quartz cobbles; very strongly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

E horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 3 or 4

Texture—silt loam or its gravelly to extremely

gravelly analogues

Upper Bt horizon:

Color—hue of 2.5YR to 10YR , value of 4 or 5,

and chroma of 4, 6, or 8

Texture—very gravelly or extremely gravelly or

cobbly to extremely cobbly analogues of silty

clay loam or silt loam

Lower Bt horizon:

Color—hue of 2.5YR or 5YR, value of 3 to 5, and

chroma of 4, 6, or 8

Texture—very gravelly or extremely gravelly or

cobbly to extremely cobbly analogues of clay

or silty clay

Harvester Series

The Harvester series consists of very deep,

moderately well drained, moderately slowly

permeable soils. These soils formed in 12 to 40

inches of reworked loess fill material over truncated

or buried loess soils on summits and backslopes of

uplands. Slopes range from 3 to 15 percent.

Soils of the Harvester series are fine-silty, mixed,

superactive, nonacid, mesic Oxyaquic Udorthents.

Typical Pedon

Harvester silt loam, in an area of Urban landHarvester complex, 8 to 15 percent slopes; USGS

Kampville quadrangle; latitude 38 degrees 47 minutes

24 seconds N.; longitude 90 degrees 34 minutes

12 second W.

A—0 to 2 inches; brown (10YR 4/3) silt loam, brown

(10YR 5/3) dry; few pockets of dark brown

(7.5YR 4/4) silty clay loam; moderate very fine

granular structure; friable; many fine roots;

neutral; abrupt smooth boundary.
254 Soil Survey

C1—2 to 7 inches; dark yellowish brown (10YR 4/4)

silt loam; common pockets of dark brown (7.5YR

4/4) silty clay loam; weak medium fragments;

friable; many fine roots; neutral; clear smooth

boundary.

C2—7 to 13 inches; dark brown (7.5YR 4/4) silty clay

loam; few fine pockets and thin discontinuous

lenses of brown (10YR 4/3) silt loam; strong

medium platy fragments; firm; common fine roots;

medium acid; abrupt smooth boundary.

C3—13 to 15 inches; dark brown (10YR 4/3) silt

loam; few blocky pockets of brown (7.5YR 4/4)

silty clay loam; moderate medium platy

fragments; firm; common fine roots; slightly acid;

abrupt smooth boundary.

C4—15 to 21 inches; brown (7.5YR 4/4) silty clay

loam; few thin discontinuous lenses of brown

(10YR 4/3) silt loam; strong coarse blocky

fragments; very firm; common fine roots flattened

along faces of peds; common black (10YR 2/1)

masses of iron-manganese accumulation;

neutral; abrupt smooth boundary.

C5—21 to 31 inches; dark grayish brown (10YR 4/2)

silt loam; common fine pockets of brown to dark

brown (7.5YR 4/4) silty clay loam; moderate

medium platy fragments; firm; common reddish

brown (5YR 4/4) masses of iron accumulation

along cleavage planes; common partly

decomposed organic material; neutral; abrupt

smooth boundary.

Btb1—37 to 47 inches; dark yellowish brown (10YR

4/4) silty clay loam; weak medium prismatic

structure; very firm; few fine black (10YR 2/1)

iron-manganese concretions; slightly acid;

gradual smooth boundary.

Btb2—47 to 67 inches; brown to dark brown (7.5YR

4/4) silty clay loam; weak medium prismatic

structure; firm; few fine black (10YR 2/1) ironmanganese concretions; slightly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—hue of 7.5YR or 10YR, value of 3 or 4,

and chroma of 2 to 4

C horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 2, 3, 4, or 6

Texture—silt loam or silty clay loam

Btb horizon:

Color—hue of 7.5YR or 10YR, value of 3 to 5,

and chroma of 3 or 4

Texture—silty clay loam or silt loam

Haymond Series

The Haymond series consists of very deep, well

drained, moderately permeable soils. These soils

formed in coarse-silty alluvium on flood plains.

Slopes range from 0 to 3 percent.

Soils of the Haymond series are coarse-silty,

mixed, superactive, mesic Dystric Fluventic

Eutrudepts.

Typical Pedon

Haymond silt loam, 0 to 3 percent slopes, frequently

flooded; USGS Fletcher quadrangle; latitude

38 degrees 09 minutes 49 seconds N.; longitude

90 degrees 42 minutes 38 second W.

Ap—0 to 6 inches; brown (10YR 4/3) silt loam, pale

brown (10YR 6/3) dry; weak very fine granular

structure; very friable; common very fine, fine,

and medium roots; few very fine tubular pores;

slightly alkaline; clear smooth boundary.

Bw1—6 to 11 inches; brown (10YR 4/3) silt loam;

weak very fine subangular blocky structure; very

friable; common fine and few very fine roots; few

very fine tubular pores; slightly alkaline; gradual

smooth boundary.

Bw2—11 to 24 inches; brown (10YR 4/3) silt loam;

weak very fine subangular blocky structure;

friable; few very fine and fine roots; few very fine

tubular pores; slightly alkaline; gradual smooth

boundary.

2Ab—24 to 41 inches; dark brown (10YR 3/3) silt

loam; weak very fine subangular blocky

structure; friable; few very fine and fine roots; few

very fine tubular pores; slightly alkaline; gradual

smooth boundary.

3C—41 to 70 inches; brown (10YR 4/3) fine sandy

loam; massive; friable; few very fine tubular

pores; slightly alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 4 or 5

Bw horizon:

Color—value of 4 or 5 and chroma of 3 or 4

2Ab horizon:

Color—chroma of 2 or 3

3C horizon:

Color—chroma of 3 or 4

Texture—silt loam, loam, or fine sandy loam
Jefferson County, Missouri 255

Haynie Series

The Haynie series consists of very deep, well

drained, moderately permeable soils. These soils

formed in coarse-silty calcareous alluvium on the

Mississippi River flood plain. Slopes range from 0 to

2 percent.

Soils of the Haynie series are coarse-silty, mixed,

superactive, calcareous, mesic Mollic Udifluvents.

Typical Pedon

Haynie silt loam, 0 to 2 percent slopes, frequently

flooded; USGS Selma quadrangle; latitude 38 degrees

14 minutes 03 seconds N.; longitude 90 degrees

20 minutes 56 seconds W.

Ap—0 to 9 inches; very dark grayish brown (10YR

3/2) silt loam, grayish brown (10YR 5/2) dry;

weak fine granular structure; friable; common fine

and medium roots; few very fine vesicular pores;

very slight effervescence; slightly alkaline; clear

smooth boundary.

C1—9 to 15 inches; dark grayish brown (10YR 4/2)

silt loam; weak fine granular structure; very

friable; few very fine and fine roots; common fine

vesicular pores; few thin strata; very slight

effervescence; slightly alkaline; gradual smooth

boundary.

C2—15 to 24 inches; grayish brown (10YR 5/2) silt

loam; weak fine granular structure; very friable;

few very fine and fine roots; common fine

vesicular pores; few prominent brown (7.5YR 4/4)

iron stains on faces of peds; very slight

effervescence; slightly alkaline; clear smooth

boundary.

C3—24 to 29 inches; dark grayish brown (10YR 4/2)

very fine sandy loam; massive; very friable; few

very fine and fine roots; common fine vesicular

pores; few prominent brown (7.5YR 4/4) iron

stains on faces of peds; slight effervescence;

common thin strata; slightly alkaline; abrupt wavy

boundary.

C4—29 to 43 inches; dark grayish brown (10YR 4/2)

silt loam; massive; friable; few fine tubular pores;

very few prominent brown (7.5YR 4/4) iron stains

on faces of peds; slight effervescence; 10

percent wood fragments; few thin strata; slightly

alkaline; clear wavy boundary.

C5—43 to 54 inches; dark grayish brown (10YR 4/2)

stratified silt loam and fine sandy loam; massive;

friable; very few prominent dark yellowish brown

(10YR 4/6) iron stains on faces of peds; slight

effervescence; moderately alkaline; clear smooth

boundary.

C6—54 to 64 inches; dark grayish brown (10YR 4/2)

silt loam; massive; friable; common prominent

dark yellowish brown (10YR 4/6) iron stains on

faces of peds; slight effervescence; slightly

alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—chroma of 2 or 3

C horizon:

Color—hue of 10YR or 2.5Y, value of 4 or 5, and

chroma of 2 to 4

Texture—silt loam, very fine sandy loam, or

sandy loam

Holstein Series

The Holstein series consists of very deep, well

drained, moderately permeable soils. These soils

formed in colluvium weathered from sandstone on

lower backslopes of uplands. Slopes range from 8 to

30 percent.

Soils of the Holstein series are fine-loamy, mixed,

active, mesic Typic Paleudalfs.

Typical Pedon

Holstein fine sandy loam, in an area of PevelyHolstein complex, 8 to 30 percent slopes; USGS

Belew Creek quadrangle; latitude 38 degrees

17 minutes 31 seconds N.; longitude 90 degrees

33 minutes 40 seconds W.

A—0 to 4 inches; very dark grayish brown (10YR 3/2)

fine sandy loam, grayish brown (10YR 5/2) dry;

weak very fine granular structure; very friable;

common very fine and fine roots; common very

fine and fine interstitial pores; slightly acid; clear

smooth boundary.

E—4 to 9 inches; brown (10YR 5/3) fine sandy loam;

weak fine subangular blocky and weak very fine

granular structure; very friable; common very

fine to coarse roots; common very fine and fine

interstitial pores; moderately acid; clear smooth

boundary.

Bt1—9 to 13 inches; yellowish red (5YR 5/6) sandy

clay loam; weak fine subangular blocky structure;

friable; common very fine and medium roots;

common very fine and fine interstitial and tubular

pores; very few faint clay films and distinct silt

coats on faces of peds; strongly acid; clear

smooth boundary.

Bt2—13 to 28 inches; yellowish red (5YR 4/6) clay

loam; moderate very fine and fine subangular
256 Soil Survey

blocky structure; firm; common very fine, fine,

and medium roots; common very fine and fine

interstitial and tubular pores; very few distinct

clay films on faces of peds; strongly acid; gradual

smooth boundary.

Bt3—28 to 52 inches; yellowish red (5YR 4/6) clay

loam; moderate very fine and medium subangular

blocky structure; firm; common very fine and fine

roots; common very fine and fine interstitial and

tubular pores; very few distinct clay films on

faces of peds; 5 percent cherty gravel; strongly

acid; gradual smooth boundary.

Bt4—52 to 65 inches; yellowish red (5YR 5/8) sandy

clay loam; moderate fine subangular blocky

structure; firm; common very fine and fine

interstitial and tubular pores; very few distinct

clay films and prominent manganese or ironmanganese stains on faces of peds; moderately

acid, abrupt smooth boundary.

2R—65 inches; sandstone bedrock.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

E horizon:

Color—value of 4 or 5 and chroma of 2 or 3

Bt horizon:

Color—hue of 5YR or 7.5YR, value of 4 or 5, and

chroma of 6 or 8

Texture—clay loam or sandy clay loam

Horsecreek Series

The Horsecreek series consists of very deep, well

drained, moderately permeable soils. These soils

formed in silty alluvium on stream terraces. Slopes

range from 0 to 5 percent.

Soils of the Horsecreek series are fine-silty,

mixed, active, mesic Mollic Hapludalfs.

Typical Pedon

Horsecreek silt loam, 0 to 2 percent slopes,

occasionally flooded; USGS House Springs

quadrangle; latitude 38 degrees 25 minutes

58 seconds N.; longitude 90 degrees 35 minutes

34 seconds W.

Ap—0 to 8 inches; dark brown (10YR 3/3) silt loam,

brown (10YR 5/3) dry; weak very fine granular

structure; very friable; common very fine and fine

roots; few very fine vesicular pores; neutral;

abrupt smooth boundary.

AB—8 to 13 inches; brown (10YR 4/3) silt loam; weak

very fine granular structure; friable; few very fine

roots; common fine tubular pores; common

distinct organic stains on faces of peds; neutral;

clear smooth boundary.

Bt1—13 to 20 inches; brown (7.5YR 4/4) silt loam;

weak fine subangular blocky structure; friable;

few very fine roots; common fine tubular pores;

few faint clay films on faces of peds; neutral;

clear smooth boundary.

Bt2—20 to 31 inches; brown (7.5YR 4/4) silty clay

loam; weak fine subangular blocky structure;

friable; few very fine roots; common fine tubular

pores; few faint clay films on faces of peds; few

fine iron-manganese accumulations; neutral;

gradual smooth boundary.

Bt3—31 to 46 inches; brown (7.5YR 4/4) silty clay

loam; moderate fine subangular blocky structure;

firm; few very fine roots; common fine tubular

pores; few distinct clay films on faces of peds;

few fine iron-manganese accumulations; neutral;

gradual smooth boundary.

Bt4—46 to 65 inches; brown (7.5YR 4/4) and strong

brown (7.5YR 4/6) silt loam; moderate fine

subangular blocky structure; firm; few very fine

roots; common very fine vesicular pores; few

distinct clay films on faces of peds; neutral; clear

smooth boundary.

Bt5—65 to 72 inches; brown (7.5YR 4/4) silt loam;

moderate fine subangular blocky structure; firm;

few very fine roots; common very fine tubular

pores; few distinct clay films on faces of peds;

few fine iron-manganese accumulations; slightly

acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—chroma of 2 or 3

AB horizon:

Color—value of 4 or 5

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 3 or 4,

and chroma of 3, 4, or 6

Texture—silty clay loam or silt loam

Kaintuck Series

The Kaintuck series consists of very deep, well

drained, moderately rapidly permeable soils. These

soils formed in coarse-loamy alluvium on flood plains.

Slopes range from 0 to 3 percent.
Jefferson County, Missouri 257

Soils of the Kaintuck series are coarse-loamy,

siliceous, superactive, nonacid, mesic Typic

Udifluvents.

Typical Pedon

Kaintuck fine sandy loam, 0 to 3 percent slopes,

frequently flooded; USGS Pacific quadrangle; latitude

38 degrees 23 minutes 59 seconds N.; longitude

90 degrees 37 minutes 54 seconds W.

A—0 to 4 inches; brown (10YR 4/3) fine sandy loam,

light yellowish brown (10YR 6/4) dry; weak very

fine granular structure; very friable; common

very fine and fine roots; common very fine and

fine vesicular pores; neutral; abrupt smooth

boundary.

C1—4 to 17 inches; dark brown (10YR 3/3) stratified

loamy fine sand and sand; massive; very friable;

common very fine and fine roots; few very fine

and fine vesicular pores; strata and lenses of silt;

slightly alkaline; clear smooth boundary.

C2—17 to 27 inches; brown (10YR 4/3) stratified fine

sandy loam and sand; massive; very friable; few

very fine and fine roots; few very fine and fine

vesicular pores; slightly alkaline; gradual smooth

boundary.

C3—27 to 35 inches; brown (10YR 4/3) stratified fine

sandy loam and sand; massive; very friable; few

very fine and fine roots; few very fine vesicular

pores; slightly alkaline; clear smooth boundary.

C4—35 to 46 inches; dark brown (10YR 3/3) loam;

massive; friable; few very fine vesicular pores;

common fine strata; slightly alkaline; clear

smooth boundary.

C5—46 to 63 inches; brown (10YR 5/3) silt loam;

massive; friable; few very fine vesicular pores;

slightly alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4

C horizon:

Color—value of 3, 4, or 5 and chroma of 3 or 4

Texture—loam, silt loam, loamy fine sand, fine

sandy loam, or sand

Menfro Series

The Menfro series consists of very deep, well

drained, moderately permeable soils. These soils

formed in thick loess on summits and backslopes of

uplands. Slopes range from 3 to 50 percent.

Soils of the Menfro series are fine-silty, mixed,

superactive, mesic Typic Hapludalfs.

Typical Pedon

Menfro silt loam, 3 to 8 percent slopes, eroded;

USGS Herculaneum quadrangle; latitude 38 degrees

17 minutes 46 seconds N.; longitude 90 degrees

23 minutes 37 seconds W.

Ap—0 to 9 inches; brown (10YR 4/3) silt loam, pale

brown (10YR 6/3) dry; moderate very fine

granular structure; friable; common very fine and

fine roots; common fine and medium vesicular

pores; slightly acid; abrupt smooth boundary.

Bt1—9 to 21 inches; dark yellowish brown (10YR 4/4)

silty clay loam; weak fine angular blocky

structure parting to moderate very fine angular

blocky; firm; common very fine and fine roots;

common very fine and fine vesicular and tubular

pores; very few prominent silt coats and few

distinct clay films on faces of peds; strongly acid;

gradual smooth boundary.

Bt2—21 to 39 inches; dark yellowish brown (10YR

4/4) silty clay loam; weak medium prismatic

parting to weak very fine angular blocky

structure; firm; common very fine and fine roots;

common very fine vesicular and tubular pores;

very few silt coats (sand or silt) and few distinct

clay films on faces of peds; strongly acid; gradual

smooth boundary.

Bt3—39 to 56 inches; yellowish brown (10YR 5/4)

and strong brown (7.5YR 4/6) silt loam; moderate

medium prismatic structure; firm; few very fine

and fine roots; common very fine vesicular and

tubular pores; very few distinct clay films and silt

coats on faces of peds; strongly acid; gradual

smooth boundary.

Bt4—56 to 86 inches; strong brown (7.5YR 4/6) silt

loam; moderate medium prismatic structure; firm;

few very fine and fine roots; common very fine

vesicular and tubular pores; very few distinct clay

films on faces of peds; moderately acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 3 or 4 and chroma of 2 to 4

E horizon (where present):

Color—value of 4 or 5 and chroma of 3 or 4

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3, 4, or 6

Texture—silt loam or silty clay loam
258 Soil Survey

Minnith Series

The Minnith series consists of very deep,

moderately well drained, moderately slowly

permeable soils. These soils formed in loess over

loamy residuum weathered from sandstone on

summits and backslopes of uplands. Slopes range

from 3 to 30 percent.

Soils of the Minnith series are fine-silty, mixed,

superactive, mesic Oxyaquic Hapludalfs.

Typical Pedon

Minnith silt loam, 3 to 8 percent slopes, eroded;

USGS Pacific quadrangle; latitude 38 degrees

23 minutes 39 seconds N.; longitude 90 degrees

40 minutes 14 seconds W.

Ap—0 to 5 inches; dark yellowish brown (10YR 4/4)

silt loam, very pale brown (10YR 7/4) dry; weak

fine subangular blocky parting to weak fine

granular structure; friable; many very fine and

fine and common medium roots; many very fine

and fine tubular and few fine and medium

vesicular pores; medium acid; clear wavy

boundary.

Bt1—5 to 11 inches; yellowish brown (10YR 5/6) silty

clay loam; moderate fine subangular blocky

structure; friable; many very fine and fine and

common medium roots; common very fine and

fine tubular pores; common distinct silt coats and

few distinct clay films on faces of peds; strongly

acid; clear wavy boundary.

Bt2—11 to 20 inches; strong brown (7.5YR 5/6) and

yellowish brown (10YR 5/4) silty clay loam;

common fine prominent very pale brown (10YR

7/3) mottles; moderate fine and medium angular

blocky structure; firm; many fine and medium

roots; common very fine and fine tubular and fine

and medium vesicular pores; many distinct clay

films and common distinct silt coats on faces of

peds; very strongly acid; clear wavy boundary.

2Bt3—20 to 35 inches; brown (7.5YR 5/4) silt loam;

weak fine prismatic parting to weak fine

subangular blocky structure; firm; common fine

and medium roots; many very fine and fine

tubular and common medium vesicular pores;

common distinct clay films on faces of peds;

common distinct clay depletions; few prominent

iron-manganese stains; few fine faint strong

brown (7.5YR 4/6) iron accumulations; strongly

acid; clear wavy boundary.

2Bt4—35 to 54 inches; yellowish brown (10YR 5/4),

brown (7.5YR 5/4), and strong brown (7.5YR 4/6)

loam; weak fine prismatic parting to weak very

fine subangular blocky structure; firm; few fine

and medium roots; many fine and medium tubular

and common vesicular pores; few distinct clay

films in root channels and/or pores; few distinct

clay depletions; few fine and medium rounded

iron-manganese accumulations; common medium

prominent light brownish gray (10YR 6/2) iron

depletions; neutral; gradual wavy boundary.

2Bt5—54 to 80 inches; strong brown (7.5YR 5/6) and

yellowish brown (10YR 5/4) fine sandy loam;

weak medium prismatic structure; firm; many fine

and medium tubular and common fine vesicular

pores; common distinct clay films on faces of

peds; few distinct manganese or iron-manganese

stains and few iron stains; common medium and

coarse rounded iron-manganese accumulations;

common fine and medium prominent light

brownish gray (10YR 6/2) iron depletions; neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 3 or 4 and chroma of 3 or 4

E horizon (where present):

Color—value of 4 or 5 and chroma of 3 or 4

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3, 4, or 6

Texture—silt loam or silty clay loam

2Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 2, 3, 4, or 6

Texture—loam, clay loam, sandy clay loam, or

silt loam

3Bt horizon (where present):

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 2, 3, 4, or 6

Moko Series

The Moko series consists of very shallow and

shallow, well drained, moderately permeable soils.

These soils formed in loamy residuum weathered

from dolostone on summits, shoulders, and

backslopes of uplands. Slopes range from 3 to 50

percent.

Soils of the Moko series are loamy-skeletal,

mixed, superactive, mesic Lithic Hapludolls.

Typical Pedon

Moko very gravelly loam, in an area of Moko-Rock

outcrop complex, 15 to 50 percent slopes, extremely
Jefferson County, Missouri 259

stony; USGS DeSoto quadrangle; latitude 38 degrees

09 minutes 33 seconds N.; longitude 90 degrees

34 minutes 57 seconds W.

A1—0 to 5 inches; very dark grayish brown (10YR

3/2) very gravelly loam, grayish brown (10YR

5/2) dry; weak fine granular structure; very

friable; many very fine and fine, common

medium, and few coarse roots; 30 percent

dolostone gravel; 20 percent dolostone channers;

slightly alkaline; gradual wavy boundary.

A2—5 to 10 inches; very dark grayish brown (10YR

3/2) extremely channery silt loam, grayish brown

(10YR 5/2) dry; weak fine and medium

subangular blocky structure; very friable; many

fine, common very fine, and few medium roots;

10 percent dolostone gravel; 50 percent

dolostone channers; slightly alkaline; abrupt wavy

boundary.

R—10 inches; dolostone bedrock.

Range in Characteristics

Depth to bedrock: 4 to 20 inches

A horizon:

Texture—very gravelly, extremely gravelly, very

channery, or extremely channery analogues of

loam or silt loam

Moniteau Series

The Moniteau series consists of very deep, poorly

drained, moderately slowly permeable soils. These

soils formed in silty alluvium on stream terraces.

Slopes range from 0 to 2 percent.

Soils of the Moniteau series are fine-silty, mixed,

superactive, mesic Typic Endoaqualfs.

Typical Pedon

Moniteau silt loam, 0 to 2 percent slopes,

occasionally flooded; USGS House Springs

quadrangle; latitude 38 degrees 27 minutes

53 seconds N.; longitude 90 degrees 36 minutes

13 seconds W.

Ap—0 to 9 inches; grayish brown (10YR 5/2) silt

loam, light gray (10YR 7/2) dry; moderate fine

granular structure; very friable; many fine roots;

common fine tubular pores; common fine rounded

iron-manganese concretions; slightly acid; abrupt

smooth boundary.

E—9 to 19 inches; light brownish gray (10YR 6/2) silt

loam; weak fine subangular blocky parting to

weak very fine granular structure; friable;

common fine roots; many fine tubular pores;

common fine rounded iron-manganese

concretions; common fine prominent yellowish

brown (10YR 5/6) iron accumulations; neutral;

gradual smooth boundary.

Btg1—19 to 31 inches; light brownish gray (10YR 6/2)

silty clay loam; moderate fine subangular blocky

structure; friable; many distinct clay depletions

and very few distinct clay films on faces of peds;

common fine roots; many fine and few medium

tubular pores; common medium rounded ironmanganese concretions; common fine prominent

yellowish brown (10YR 5/6) iron accumulations;

strongly acid; clear smooth boundary.

Btg2—31 to 50 inches; light grayish brown (10YR 6/2)

silty clay loam; moderate fine subangular blocky

structure; firm; common distinct clay depletions

and very few distinct clay films on faces of peds;

many very fine and fine tubular pores; common

medium rounded iron-manganese concretions;

common fine prominent yellowish brown (10YR

5/6) iron accumulations; very strongly acid;

gradual smooth boundary.

Btg3—50 to 72 inches; dark grayish brown (10YR

4/2) and light brownish gray (10YR 6/2) silty clay

loam; moderate fine subangular blocky structure;

firm; common very fine and fine tubular pores;

common medium and coarse rounded ironmanganese concretions; common fine prominent

dark yellowish brown (10YR 4/6) iron

accumulations; strongly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 4 or 5 and chroma of 1 or 2

E horizon:

Color—value of 5 to 7 and chroma of 1 or 2

Btg horizon:

Color—value of 4 to 6 and chroma of 1 or 2

Texture—silty clay loam or silt loam

Perche Series

The Perche series consists of very deep,

moderately well drained, moderately permeable soils.

These soils formed in loamy alluvium on flood plains.

Slopes range from 0 to 2 percent.

Soils of the Perche series are coarse-loamy,

mixed, superactive, nonacid, mesic Aquic

Udifluvents.
260 Soil Survey

Typical Pedon

Perche silt loam, 0 to 2 percent slopes, occasionally

flooded; USGS Pacific quadrangle; latitude

38 degrees 25 minutes 42 seconds N.; longitude

90 degrees 40 minutes 41 seconds W.

Ap—0 to 7 inches; dark brown (10YR 3/3) silt loam,

pale brown (10YR 6/3) dry; weak very fine

granular structure; very friable; many very fine

roots; many very fine and fine interstitial pores;

slightly acid; abrupt smooth boundary.

C1—7 to 13 inches; brown (10YR 5/3) silt loam;

massive; friable; common very fine roots; many

very fine and fine interstitial and tubular pores;

few fine and medium iron-manganese

concretions; moderately acid; clear smooth

boundary.

C2—13 to 18 inches; brown (10YR 5/3) loam;

massive; friable; common very fine roots; many

very fine and fine interstitial and tubular pores;

common fine and medium iron-manganese

concretions; common fine and medium distinct

dark yellowish brown (10YR 3/6) iron

accumulations; common fine faint grayish brown

(10YR 5/2) iron depletions; moderately acid;

gradual smooth boundary.

C3—18 to 24 inches; light brownish gray (10YR 6/2)

and brown (10YR 5/3) fine sandy loam; massive;

friable; many very fine interstitial and tubular

pores; common fine and medium iron-manganese

concretions; common fine and medium prominent

dark yellowish brown (10YR 4/4) iron

accumulations; strongly acid; gradual smooth

boundary.

C4—24 to 33 inches; light brownish gray (10YR 6/2)

fine sandy loam; massive; friable; common very

fine interstitial and tubular pores; few coarse ironmanganese concretions; common fine and

medium prominent dark yellowish brown (10YR

4/4) iron accumulations; strongly acid; clear wavy

boundary.

C5—33 to 62 inches; light gray (10YR 7/2) fine sand;

massive; common very fine interstitial pores; few

fine distinct dark yellowish brown (10YR 4/4) iron

accumulations; 2 percent chert gravel; slightly

acid; clear wavy boundary.

C6—62 to 70 inches; brown (10YR 5/3) and yellowish

brown (10YR 5/6) sand; massive; friable;

common very fine interstitial pores; 5 percent

chert gravel; neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—value of 3 or 4

C horizon:

Color—value of 3 to 7 and chroma of 2, 3, 4, or 6

Texture—loam, silt loam, fine sandy loam, fine

sand, or sand

Pevely Series

The Pevely series consists of moderately deep,

moderately well drained, moderately rapidly

permeable soils. These soils formed in loamy

residuum weathered from sandstone on summits and

backslopes of uplands. Slopes range from 3 to 40

percent.

Soils of the Pevely series are fine-loamy, mixed,

active, mesic Oxyaquic Hapludalfs.

Typical Pedon

Pevely loam, 15 to 40 percent slopes; USGS Pacific

quadrangle; latitude 38 degrees 24 minutes

47 seconds N.; longitude 90 degrees 41 minutes

32 seconds W.

A—0 to 4 inches; dark brown (7.5YR 3/2) loam,

brown (7.5YR 5/2) dry; weak very fine granular

structure; very friable; common very fine to

coarse roots; common very fine and fine

vesicular pores; moderately acid; clear smooth

boundary.

E—4 to 10 inches; yellowish brown (10YR 5/4) loam;

weak fine prismatic parting to weak very fine

subangular blocky structure; friable; common

very fine to coarse roots; common very fine and

fine vesicular pores; very few distinct clay

depletions in root channels and/or pores; strongly

acid; clear smooth boundary.

Bt1—10 to 14 inches; strong brown (7.5YR 4/6)

sandy clay loam; moderate fine subangular

blocky structure; firm; common very fine to

coarse roots; few very fine and fine vesicular and

tubular pores; very few distinct clay films on

faces of peds; strongly acid; clear wavy

boundary.

Bt2—14 to 23 inches; strong brown (7.5YR 5/6)

sandy clay loam; moderate medium subangular

blocky parting to weak fine subangular blocky

structure; firm; common very fine and fine roots;

few very fine and fine vesicular and tubular

pores; very few distinct clay films on faces of

peds; few distinct iron-manganese

accumulations; strongly acid; clear wavy

boundary.

Bt3—23 to 32 inches; strong brown (7.5YR 5/6)
Jefferson County, Missouri 261

parachannery sandy clay loam; moderate

medium subangular blocky structure; firm;

common very fine and fine roots; few very fine

and fine vesicular and tubular pores; very few

distinct clay films on faces of peds; common

distinct iron-manganese accumulations; 20

percent sandstone parachanners; few fine

prominent grayish brown (10YR 5/2) iron

depletions; very strongly acid; clear wavy

boundary.

C—32 to 37 inches; reddish yellow (7.5YR 6/8) very

parachannery fine sand; massive; firm; few very

fine and fine roots; few very fine and fine

vesicular and tubular pores; 40 percent

sandstone parachanners; few fine prominent light

brownish gray (10YR 6/2) iron depletions; very

strongly acid; clear smooth boundary.

R—37 inches; sandstone bedrock.

Range in Characteristics

Depth to bedrock: 20 to 40 inches

A horizon:

Color—hue of 7.5YR or 10YR and chroma of 2

or 3

Texture—loam or silt loam

E horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3 or 4

Texture—silt loam, loam, or fine sandy loam

Bt horizon:

Color—hue of 5YR to 10YR, value of 4 to 6, and

chroma of 4 or 6

Texture—loam, sandy clay loam, or

parachannery sandy clay loam

C horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 6 or 8

Texture—fine sandy loam, fine sand, or their

parachannery to very parachannery analogues

Ramsey Series

The Ramsey series consists of very shallow and

shallow, somewhat excessively drained, rapidly

permeable soils. These soils formed in loamy

residuum weathered from sandstone on backslopes

of uplands. Slopes range from 8 to 50 percent.

Soils of the Ramsey series are loamy, siliceous,

active, mesic Lithic Dystrudepts.

Typical Pedon

Ramsey fine sandy loam from an area of RamseyRock outcrop complex, 8 to 50 percent slopes; USGS

Pacific quadrangle; latitude 38 degrees 23 minutes

46 seconds N.; longitude 90 degrees 41 minutes

22 seconds W.

A—0 to 1 inches; very dark grayish brown (10YR 3/2)

fine sandy loam, brown (10YR 4/3) dry; weak

very fine granular structure; very friable;

common very fine and fine roots; few very fine

and fine vesicular pores; 5 percent sandstone

gravel; very strongly acid; clear smooth

boundary.

E—1 to 4 inches; brown (10YR 5/3) fine sandy loam;

weak fine granular structure; friable; few very fine

and fine roots; few very fine and fine vesicular

pores; 5 percent sandstone gravel; very strongly

acid; clear smooth boundary.

Bw—4 to 10 inches; yellowish brown (10YR 5/4) fine

sandy loam; moderate fine granular structure;

friable; few very fine and fine roots; few very fine

and fine vesicular pores; 10 percent sandstone

gravel; very strongly acid; clear wavy boundary.

C—10 to 17 inches; pale brown (10YR 6/3) loamy

fine sand; massive; friable; few very fine and fine

roots; few very fine and fine vesicular pores; 5

percent sandstone gravel; 5 percent sandstone

cobbles; strongly acid; abrupt wavy boundary.

R—17 inches; sandstone bedrock.

Range in Characteristics

Depth to bedrock: 4 to 20 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

E horizon:

Color—value of 4 to 6 and chroma of 3 or 4

Texture—loam or fine sandy loam

Bw horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 3, 4, or 6

Texture—fine sandy loam, cobbly fine sandy

loam, or loamy fine sand

C horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 3 or 4

Texture—loamy fine sand or fine sandy loam

Ramsey soils are considered taxadjuncts to the

Ramsey series because they have a higher cationexchange activity class than is defined for the series.

This difference does not significantly affect the use

and management of these soils.
262 Soil Survey

Razort Series

The Razort series consists of very deep, well

drained, moderately permeable soils. These soils

formed in fine-loamy alluvium over gravelly alluvium

on stream terraces. Slopes range from 0 to 3

percent.

Soils of the Razort series are fine-loamy, mixed,

active, mesic Mollic Hapludalfs.

Typical Pedon

Razort silt loam, 0 to 3 percent slopes, rarely

flooded; USGS Belew Creek quadrangle; latitude

38 degrees 15 minutes 49 seconds N.; longitude

90 degrees 31 minutes 54 seconds W.

Ap—0 to 7 inches; dark brown (10YR 3/3) silt loam,

brown (10YR 5/3) dry; moderate very fine

granular structure; friable; common very fine and

fine roots; common very fine interstitial pores;

neutral; abrupt smooth boundary.

AB—7 to 14 inches; dark yellowish brown (10YR 4/4)

silt loam, pale brown (10YR 6/4) dry; weak very

fine subangular blocky structure; friable; few very

fine and fine roots; common very fine and fine

interstitial and tubular pores; very few distinct silt

coats on faces of peds and in pores; neutral;

clear smooth boundary.

Bt1—14 to 22 inches; strong brown (7.5YR 4/4) silt

loam; moderate very fine subangular blocky

structure; friable; few very fine and fine roots;

common very fine and fine interstitial and tubular

pores; common distinct clay films and few

distinct silt coats on faces of peds and in pores;

neutral; gradual smooth boundary.

Bt2—22 to 34 inches; strong brown (7.5YR 4/4) silt

loam; weak very fine subangular blocky

structure; friable; few very fine roots; many very

fine and fine interstitial and tubular pores;

common distinct clay films and few distinct silt

coats on faces of peds and in pores; 3 percent

chert gravel; neutral; gradual smooth boundary.

2Bt3—34 to 43 inches; brown (7.5YR 4/4) loam; weak

very fine subangular blocky structure; friable; few

very fine roots; common very fine and fine

interstitial and tubular pores; common distinct silt

coats and few distinct clay films on faces of peds

and in pores; 5 percent chert gravel; neutral;

gradual smooth boundary.

2Bt4—43 to 56 inches; dark yellowish brown (10YR

4/4) loam; weak very fine subangular blocky

structure; friable; few very fine roots; common

very fine and fine interstitial and tubular pores;

common distinct silt coats and few distinct clay

films on faces of peds and in pores; common fine

iron-manganese concretions; 10 percent chert

gravel; neutral; clear wavy boundary.

3Bt5—56 to 67 inches; dark yellowish brown (10YR

4/4) and strong brown (7.5YR 4/4) very gravelly

loam; weak very fine subangular blocky

structure; friable; common very fine interstitial

pores; common distinct silt coats and few distinct

clay films on faces of peds and in pores; 50

percent chert gravel; 2 percent chert cobbles;

neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—chroma of 2 or 3

AB horizon:

Color—chroma of 3 or 4

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3, 4, or 6

Texture—silt loam or loam

2Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 3 or 4

3Bt horizon:

Color—hue of 7.5YR or 10YR, value of 3 to 5,

and chroma of 4 or 6

Texture—gravelly or very gravelly loam

Rueter Series

The Rueter series consists of very deep,

somewhat excessively drained, moderately rapidly

permeable soils. These soils formed in gravelly

colluvium over clayey residuum weathered from

cherty dolostone and limestone on summits and

backslopes of uplands. Slopes range from 3 to 55

percent.

Soils of the Rueter series are loamy-skeletal,

siliceous, active, mesic Typic Paleudalfs.

Typical Pedon

Rueter gravelly silt loam, in an area of RueterSonsac complex, 15 to 55 percent slopes, extremely

stony; USGS Halifax quadrangle; latitude 38 degrees

03 minutes 08 seconds N.; longitude 90 degrees

24 minutes 51 seconds W.

Oi—1 to 0 inches; partially decomposed roots,

leaves, and twigs.
Jefferson County, Missouri 263

A—0 to 2 inches; brown (10YR 4/3) gravelly silt

loam, very pale brown (10YR 7/3) dry; weak fine

granular structure; very friable; many fine and

medium and common coarse roots; few very fine

tubular pores; 30 percent chert gravel; strongly

acid; clear smooth boundary.

E—2 to 13 inches; pale brown (10YR 6/3) gravelly silt

loam; weak fine subangular blocky parting to

weak fine granular structure; very friable; many

fine and medium and common coarse roots;

many very fine and common fine tubular pores;

30 percent chert gravel; very strongly acid; clear

wavy boundary.

Bt1—13 to 23 inches; strong brown (7.5YR 4/6)

extremely gravelly silt loam; moderate fine

angular blocky structure; friable; common very

fine and fine and few medium roots; many very

fine and fine tubular pores; few faint clay films on

faces of peds; 70 percent chert gravel; 10

percent chert cobbles; very strongly acid; clear

wavy boundary.

Bt2—23 to 36 inches; strong brown (7.5YR 5/6) and

yellowish red (5YR 4/6) extremely gravelly silt

loam; moderate fine angular blocky structure;

friable; common very fine, fine, and medium

roots; common very fine and fine tubular pores;

common distinct clay films on faces of peds; 61

percent chert gravel; 10 percent chert cobbles;

strongly acid; clear wavy boundary.

Bt3—36 to 48 inches; dark red (2.5YR 3/6) and

yellowish brown (10YR 5/6) extremely gravelly

silt loam; moderate fine angular blocky structure;

firm; few fine roots; common very fine and fine

tubular pores; common distinct clay films on

faces of peds; 65 percent chert gravel; 15

percent chert cobbles; 5 percent chert stones;

strongly acid; abrupt wavy boundary.

2Bt4—48 to 80 inches; dark red (2.5YR 3/6),

yellowish brown (10YR 5/6), and strong brown

(7.5YR 5/6) cobbly clay; moderate fine and

medium angular blocky structure; very firm; few

medium and coarse roots; many very fine tubular

pores; many prominent clay films on faces of

peds; few fine rounded iron-manganese

concretions; 5 percent chert gravel; 10 percent

chert cobbles; very strongly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

E horizon:

Color—value of 4 to 7 and chroma of 3 or 4

Texture—gravelly, very gravelly, or extremely

gravelly silt loam

Bt horizon:

Color—hue of 2.5YR to 10YR, value of 3 to 6,

and chroma of 4 or 6

Texture—gravelly to extremely gravelly or cobbly

to extremely cobbly analogues of silt loam or

silty clay loam

2Bt horizon:

Color—hue of 2.5YR to 10YR, value of 3 to 6,

and chroma of 4 or 6

Texture—silty clay, clay, or their gravelly to

extremely gravelly or cobbly to extremely

cobbly analogues

Sonsac Series

The Sonsac series consists of moderately deep,

well drained, moderately permeable soils. These soils

formed in gravelly colluvium over clayey residuum

weathered from cherty dolostone and limestone on

summits and backslopes of uplands. Slopes range

from 3 to 55 percent.

Soils of the Sonsac series are clayey-skeletal,

mixed, active, mesic Typic Hapludalfs.

Typical Pedon

Sonsac gravelly silt loam, 15 to 40 percent slopes,

very stony; USGS DeSoto quadrangle; latitude

38 degrees 13 minutes 44 seconds N.; longitude

90 degrees 29 minutes 22 seconds W.

A—0 to 3 inches; very dark grayish brown (10YR 3/2)

gravelly silt loam, grayish brown (10YR 5/2) dry;

moderate fine and medium granular structure;

very friable; many very fine and fine and few

medium roots; many very fine and fine tubular

pores; 25 percent chert gravel; strongly acid;

clear smooth boundary.

E—3 to 8 inches; yellowish brown (10YR 5/4) very

gravelly silt loam; weak fine subangular blocky

structure parting to weak fine granular; very

friable; many very fine and fine and common

medium and coarse roots; many very fine tubular

pores; 40 percent chert gravel; strongly acid;

clear wavy boundary.

Bt1—8 to 11 inches; yellowish brown (10YR 5/6) and

strong brown (7.5YR 4/6) very gravelly silt loam;

weak fine subangular blocky structure; firm;

many very fine and fine and common medium

and coarse roots; many very fine and fine tubular
264 Soil Survey

pores; few distinct clay films on faces of peds; 55

percent chert gravel; slightly acid; abrupt wavy

boundary.

2Bt2—11 to 24 inches; strong brown (7.5YR 4/6)

very gravelly clay; moderate fine and medium

angular blocky structure; very firm; many fine

and medium roots; few very fine tubular pores;

many distinct clay films on faces of peds; 46

percent chert gravel; 8 percent chert cobbles;

neutral; abrupt wavy boundary.

2Bt3—24 to 32 inches; strong brown (7.5YR 4/6) and

yellowish brown (10YR 5/6) clay; few fine

prominent red (2.5YR 4/6) iron stains; moderate

fine angular blocky structure; very firm; common

medium roots; common very fine tubular pores;

many prominent clay films on faces of peds;

common fine rounded iron-manganese

concretions; 8 percent chert gravel; few fine

prominent light brownish gray (10YR 6/2) iron

depletions; slightly alkaline; abrupt wavy

boundary.

2R—32 inches; dolostone bedrock.

Range in Characteristics

Depth to bedrock: 20 to 40 inches

A horizon:

Color—hue of 7.5YR or 10YR and chroma of 2

or 3

E horizon:

Color—chroma of 3 or 4

Texture—gravelly, very gravelly, or extremely

gravelly silt loam

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 4 or 6

Texture— very gravelly or extremely gravelly or

cobbly or very cobbly analogues of silty clay

loam or silt loam

2Bt horizon:

Color—hue of 5YR to 10YR, value of 3 to 5, and

chroma of 4, 6, or 8

Texture—very gravelly or very cobbly silty clay

or clay; can be clay in lower part

Sturkie Series

The Sturkie series consists of very deep, well

drained, moderately permeable soils. These soils

formed in silty alluvium on stream terraces. Slopes

range from 0 to 2 percent.

Soils of the Sturkie series are fine-silty, mixed,

superactive, mesic Cumulic Hapludolls.

Typical Pedon

Sturkie silt loam, 0 to 2 percent slopes, occasionally

flooded; USGS Cedar Hill quadrangle; latitude

38 degrees 16 minutes 22 seconds N.; longitude

90 degrees 38 minutes 43 seconds W.

Ap—0 to 8 inches; dark brown (10YR 3/3) silt loam,

brown (10YR 5/3) dry; weak very fine granular

structure; very friable; common very fine roots;

common very fine and fine interstitial and tubular

pores; neutral; clear smooth boundary.

A1—8 to 17 inches; dark brown (10YR 3/3) silt loam,

brown (10YR 5/3) dry; weak very fine subangular

blocky structure; very friable; common very fine

roots; common very fine and fine interstitial and

tubular pores; slightly alkaline; clear smooth

boundary.

A2—17 to 28 inches; very dark grayish brown (10YR

3/2) silt loam, brown (10YR 5/3) dry; weak very

fine subangular blocky structure; very friable;

many very fine and fine interstitial and tubular

pores; neutral; gradual smooth boundary.

Bw1—28 to 34 inches; brown (10YR 4/3) silt loam;

moderate very fine subangular blocky structure;

friable; many very fine and fine interstitial and

tubular pores; neutral; gradual smooth boundary.

Bw2—34 to 43 inches; brown (10YR 4/3) silt loam;

weak very fine and fine subangular blocky

structure; friable; many fine and medium

interstitial and tubular pores; neutral; gradual

smooth boundary.

Bw3—43 to 52 inches; brown (10YR 4/3) silt loam;

weak very fine and medium subangular blocky

structure; friable; many very fine and fine

interstitial and tubular pores; neutral; gradual

smooth boundary.

Bw4—52 to 70 inches; dark yellowish brown (10YR

4/4) silt loam; weak very fine and medium

subangular blocky structure; friable; common

very fine and fine interstitial and tubular pores;

neutral.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—chroma of 2 or 3

Bw horizon:

Color—value of 3 or 4 and chroma of 3 or 4
Jefferson County, Missouri 265

Tice Series

The Tice series consists of very deep, somewhat

poorly drained, moderately permeable soils. These

soils formed in silty alluvium on the Mississippi River

flood plain. Slopes range from 0 to 2 percent.

Soils of the Tice series are fine-silty, mixed,

superactive, mesic Fluvaquentic Hapludolls.

Typical Pedon

Tice silty clay loam, 0 to 2 percent slopes, frequently

flooded; USGS Selma quadrangle; latitude 38 degrees

14 minutes 02 seconds N.; longitude 90 degrees

 22 minutes 13 seconds W.

Ap—0 to 7 inches; very dark grayish brown (10YR

3/2) silty clay loam, dark grayish brown (10YR

4/2) dry; weak fine granular structure; very

friable; many very fine and common fine roots;

moderately alkaline; clear smooth boundary.

A—7 to 16 inches; dark grayish brown (10YR 3/2) silt

loam; weak fine subangular blocky structure;

firm; common very fine and few fine roots;

moderately alkaline; gradual smooth boundary.

Bw1—16 to 29 inches; dark grayish brown (10YR 4/2)

silty clay loam; weak fine subangular blocky

structure; firm; few very fine roots; moderately

alkaline; gradual smooth boundary.

Bw2—29 to 37 inches; brown (10YR 5/3) silt loam;

firm; weak fine subangular blocky structure;

friable; moderately alkaline; clear smooth

boundary.

Bw3—37 to 60 inches; brown (10YR 5/3) silt loam;

weak very fine subangular blocky structure;

friable; common very fine roots; moderately

alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—chroma of 1 or 2

A horizon:

Color—chroma of 1 or 2

Texture—silt loam or silty clay loam

Bw horizon:

Color—value of 4 or 5 and chroma of 2 or 3

Texture—silt loam or silty clay loam

C horizon (where present):

Color—value of 4 or 5 and chroma of 1 to 3

Texture—silt loam or silty clay loam

Tiff Series

The Tiff series consists of very deep, well drained,

moderately permeable soils. These soils formed in

truncated areas from clayey residuum weathered

from dolostone on backslopes of uplands. Slopes

range from 1 to 20 percent.

Soils of the Tiff series are clayey-skeletal,

kaolinitic, mesic Rhodic Paleudalfs.

Typical Pedon

Tiff gravelly clay, 1 to 20 percent slope, very rocky;

USGS Vineland quadrangle; latitude 38 degrees

01 minute 15 seconds N.; longitude 90 degrees

36 minutes 39 seconds W.

Bt1—0 to 8 inches; dark reddish brown (2.5YR 3/4)

gravelly clay, dark reddish brown (2.5YR 3/4) dry;

moderate medium angular blocky structure

parting to moderate very fine angular blocky;

very firm; many fine and medium and common

coarse roots; many very fine and fine vesicular

and tubular pores; common distinct clay films on

faces of peds; 23 percent druse quartz gravel;

strongly acid; clear wavy boundary.

Bt2—8 to 29 inches; dark reddish brown (2.5YR 3/4)

very cobbly clay, dark reddish brown (2.5YR 3/4)

dry; moderate fine and medium angular blocky

structure; very firm; common fine to coarse

roots; common very fine and fine vesicular and

tubular pores; many distinct clay films on faces of

peds; 27 percent druse quartz gravel; 20 percent

druse quartz cobbles; few prominent manganese

or iron-manganese stains; strongly acid; gradual

wavy boundary.

Bt3—29 to 53 inches; dark reddish brown (2.5YR 3/4)

gravelly sandy clay, dark reddish brown (2.5YR

3/4) dry; moderate fine and medium angular

blocky structure; very firm; few very fine roots;

common very fine and fine vesicular pores; many

distinct clay films on faces of peds; 23 percent

druse quartz gravel; few manganese or ironmanganese stains; strongly acid; gradual wavy

boundary.

Bt4—53 to 80 inches; dark reddish brown (2.5YR 3/4)

clay, dark reddish brown (2.5YR 3/4) dry;

moderate fine angular blocky structure; very firm;

common very fine and fine vesicular and tubular

pores; many distinct clay films on faces of peds;

8 percent druse quartz gravel; few manganese or

iron-manganese stains; strongly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches
266 Soil Survey

Bt1 horizon:

Color—hue of 10R or 2.5YR, value of 3 or 4, and

chroma of 3, 4, or 6

Bt horizon (lower part):

Color—hue of 10R or 2.5YR, value of 2 or 3, and

chroma of 3, 4, or 6

Texture—gravelly to extremely gravelly, cobbly or

very cobbly, or stony analogues of clay or

sandy clay; some individual horizons are clay

Useful Series

The Useful series consists of deep, moderately

well drained, moderately slowly permeable soils.

These soils formed in a thin layer of loess and the

underlying residuum weathered from dolostone and

limestone on summits and backslopes of uplands.

Slopes range from 3 to 50 percent.

Soils of the Useful series are fine, mixed, active,

mesic Oxyaquic Hapludalfs.

Typical Pedon

Useful silt loam, 15 to 40 percent slopes; USGS

Cedar Hill quadrangle; latitude 38 degrees 24 minutes

49 seconds N.; longitude 90 degrees 04 minutes

37 seconds W.

Ap—0 to 2 inches; brown (10YR 4/3) silt loam, pale

brown (10YR 6/3) dry; moderate very fine

granular structure; friable; common very fine and

fine roots; few very fine interstitial pores; strongly

acid; clear smooth boundary.

E—2 to 5 inches; yellowish brown (10YR 5/4) silt

loam; weak very fine subangular blocky

structure; friable; common very fine and fine

roots; few very fine vesicular pores; few distinct

clay depletions on faces of peds; very strongly

acid; clear smooth boundary.

Bt1—5 to 16 inches; strong brown (7.5YR 4/6) silty

clay loam; moderate fine subangular blocky

structure; firm; common very fine and fine roots;

few very fine vesicular and tubular pores; very

few distinct clay films and silt coats on faces of

peds; strongly acid; gradual smooth boundary.

Bt2—16 to 24 inches; strong brown (7.5YR 4/6) silty

clay loam; moderate fine subangular blocky

structure; firm; few very fine and fine roots; few

very fine vesicular and tubular pores; very few

prominent silt coats and few distinct clay films on

faces of peds; moderately acid; gradual smooth

boundary.

Bt3—24 to 33 inches; strong brown (7.5YR 5/6) silty

clay loam; weak medium subangular blocky

parting to moderate very fine subangular blocky

structure; firm; few very fine and fine roots;

common very fine vesicular and tubular pores;

very few distinct clay films on faces of peds;

common fine distinct yellowish red (5YR 4/8) iron

stains; slightly acid; gradual smooth boundary.

2Bt4—33 to 45 inches; yellowish red (5YR 5/6) silty

clay; moderate medium angular blocky structure;

very firm; few very fine and fine roots; few very

fine vesicular and tubular pores; very few distinct

clay films on faces of peds; very few prominent

manganese or iron-manganese stains; neutral;

abrupt smooth boundary.

2Bt5—45 to 52 inches; yellowish red (5YR 5/6) silty

clay; moderate fine angular blocky structure; very

firm; few very fine and fine roots; few very fine

vesicular and tubular pores; very few distinct clay

films on faces of peds; very few prominent

manganese or iron-manganese stains; neutral;

gradual wavy boundary.

2Bt4—52 to 59 inches; yellowish red (5YR 5/8) silty

clay; moderate fine angular blocky structure; very

firm; few very fine and fine roots; few very fine

vesicular and tubular pores; very few distinct clay

films on faces of peds; very few prominent

manganese or iron-manganese stains;

moderately alkaline; abrupt smooth boundary.

2R—59 inches; limestone bedrock

Range in Characteristics

Depth to bedrock: 40 to 60 inches

A or Ap horizon:

Color—value of 4 or 5 and chroma of 2 or 3

E horizon:

Color—value of 4 or 5 and chroma of 3 or 4

Bt horizon:

Color—hue of 5YR or 7.5YR, value of 3 to 5, and

chroma of 4, 6, or 8

Texture—silty clay loam or silty clay

2Bt horizon:

Color—hue of 2.5YR or 5YR, value of 4 or 5, and

chroma of 4, 6, or 8

Texture—silty clay loam, silty clay, or their

gravelly or very gravelly analogues

Waldron Series

The Waldron series consists of very deep,

somewhat poorly drained, slowly permeable soils.

These soils formed in clayey calcareous alluvium on

the Mississippi River flood plain. Slopes range from 0

to 2 percent.
Jefferson County, Missouri 267

Soils of the Waldron series are fine, smectitic,

calcareous, mesic Aeric Fluvaquents.

Typical Pedon

Waldron silty clay loam, 0 to 2 percent slopes,

frequently flooded; USGS Oakville quadrangle;

latitude 38 degrees 22 minutes 53 seconds N.;

longitude 90 degrees 21 minutes 15 seconds W.

Ap—0 to 6 inches; very dark grayish brown (10YR

3/2) silty clay loam, dark grayish brown (10YR

4/2) dry; weak very fine subangular blocky

structure; firm; few fine roots; few very fine

vesicular pores; slightly alkaline; abrupt smooth

boundary.

C1—6 to 19 inches; very dark gray (10YR 3/1) silty

clay, dark gray (10YR 4/1) dry; massive; very

firm; few very fine and fine roots; few very fine

vesicular pores; very slight effervescence;

slightly alkaline; gradual smooth boundary.

C2—19 to 30 inches; very dark grayish brown (10YR

3/2), dark grayish brown (10YR 4/2), and brown

(10YR 5/3) silty clay loam; massive; very firm;

few fine roots; very slight effervescence; slightly

alkaline; clear smooth boundary.

C3—30 to 41 inches; dark grayish brown (10YR 4/2)

stratified silty clay loam; massive; firm; few fine

roots; few fine distinct dark yellowish brown

(10YR 4/4) iron accumulations; very slight

effervescence; moderately alkaline; clear smooth

boundary.

C4—41 to 51 inches; dark grayish brown (10YR 4/2)

and brown (10YR 5/3) stratified silt loam; firm;

few very fine vesicular pores; strong

effervescence; moderately alkaline; clear smooth

boundary.

C5—51 to 60 inches; dark grayish brown (10YR 4/2)

stratified silt loam; firm; common prominent dark

reddish brown (2.5YR 3/4) patchy iron coats on

vertical faces of peds; strong effervescence;

moderately alkaline.

Range in Characteristics

Depth to bedrock: More than 60 inches

Ap horizon:

Color—chroma of 1 or 2

C horizon:

Color—value of 3 to 5 and chroma of 1 to 4

Texture—stratified silty clay loam, silty clay, or

silt loam

Weingarten Series

The Weingarten series consists of very deep, well

drained, moderately slowly permeable soils. These

soils formed in loess overlying residuum weathered

from cherty limestone on backslopes of uplands.

Slopes range from 15 to 50 percent.

Soils of the Weingarten series are fine-silty, mixed,

active, mesic Fragic Hapludalfs.

Typical Pedon

Weingarten silt loam, 15 to 50 percent slopes; USGS

House Springs quadrangle; latitude 38 degrees

26 minutes 10 seconds N.; longitude 90 degrees

37 minutes 09 seconds W.

Oi—1 to 0 inches; partially decomposed roots,

leaves, and twigs.

A—0 to 3 inches; very dark grayish brown (10YR 3/2)

silt loam, light brownish gray (10YR 6/2) dry;

weak fine subangular blocky parting to weak

very fine granular structure; very friable; many

fine and medium and common coarse roots; few

fine vesicular pores; neutral; clear smooth

boundary.

E—3 to 11 inches; brown (10YR 5/3) silt loam; weak

fine subangular blocky structure; friable; many

fine and medium and few coarse roots; common

very fine and fine vesicular and tubular pores;

strongly acid; clear smooth boundary.

Bt1—11 to 24 inches; dark yellowish brown (10YR

4/6) silty clay loam; moderate fine angular blocky

structure; firm; many fine and medium and few

coarse roots; common very fine and fine

vesicular and tubular pores; common distinct clay

films and very few distinct clay depletions on

faces of peds; strongly acid; gradual wavy

boundary.

Bt2—24 to 32 inches; dark yellowish brown (10YR

4/6) and yellowish brown (10YR 5/4) silty clay

loam; weak fine angular blocky structure; very

firm; common fine to coarse roots; common very

fine and fine vesicular and tubular pores;

common distinct clay films and clay depletions on

faces of peds; strongly acid; gradual wavy

boundary.

2Btx1—32 to 54 inches; dark yellowish brown (10YR

4/4) and dark yellowish brown (10YR 4/6) silty

clay loam; weak medium prismatic parting to

weak very fine angular blocky structure; very

firm; common fine to coarse roots; common very

fine and fine vesicular and tubular pores;

common distinct clay films and clay depletions on

faces of peds; 30 percent brittle; 2 percent chert

gravel; very strongly acid; abrupt wavy boundary.
268 Soil Survey

2Btx2—54 to 68 inches; dark yellowish brown (10YR

4/4) and yellowish brown (10YR 5/6) very

gravelly silt loam; weak coarse prismatic parting

to weak very fine angular blocky structure; very

firm; common very fine roots; common very fine

and fine vesicular and tubular pores; common

distinct clay films and very few faint clay

depletions on faces of peds; few fine rounded

iron-manganese concretions; 35 percent brittle;

36 percent chert gravel; strongly acid; abrupt

wavy boundary.

3Bt—68 to 80 inches; dark yellowish brown (10YR

4/4) and brown (7.5YR 4/4) extremely gravelly

silt loam; moderate fine angular blocky structure;

very firm; few very fine and fine roots; common

very fine and fine vesicular and tubular pores;

common prominent clay films and few clay

depletions on faces of peds; common distinct

manganese or iron-manganese stains; 58 percent

chert gravel; 20 percent chert cobbles; strongly

acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

E horizon:

Color—value of 4 to 6 and chroma of 3 or 4

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 or 5,

and chroma of 4 or 6

Texture—silty clay loam or silt loam

2Btx horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 4 or 6

Texture—silt loam, silty clay loam, or their

gravelly to extremely gravelly analogues

3Bt horizon:

Color—value of 4 or 5

Texture—gravelly, very gravelly, or extremely

gravelly silt loam or silty clay loam

Wilbur Series

The Wilbur series consists of very deep,

moderately well drained, moderately permeable soils.

These soils formed in silty alluvium on flood plains.

Slopes range from 0 to 2 percent.

Soils of the Wilbur series are coarse-silty, mixed,

superactive, mesic Fluvaquentic Eutrudepts.

Typical Pedon

Wilbur silt loam, 0 to 2 percent slopes, frequently

flooded; USGS Pacific quadrangle; latitude

38 degrees 29 minutes 00 seconds N.; longitude

90 degrees 38 minutes 48 seconds W.

A—0 to 7 inches; brown (10YR 4/3) silt loam, light

brownish gray (10YR 6/2) dry; weak fine granular

structure; very friable; many fine roots; few fine

tubular pores; common fine irregular ironmanganese concretions; slightly acid; clear

smooth boundary.

Bw1—7 to 18 inches; brown (10YR 4/3) silt loam;

weak fine granular structure; very friable; many

fine roots; common fine tubular pores; common

fine irregular iron-manganese concretions; few

fine faint dark grayish brown (10YR 4/2) iron

depletions; slightly acid; gradual smooth

boundary.

Bw2—18 to 26 inches; brown (10YR 5/3) silt loam;

weak fine granular structure; very friable;

common fine roots; common fine tubular pores;

common fine faint light brownish gray (10YR 6/2)

iron depletions; slightly acid; clear smooth

boundary.

Bw3—26 to 37 inches; brown (10YR 5/3) silt loam;

few fine faint pale brown (10YR 6/3) mottles;

weak fine granular structure; very friable;

common fine roots; many fine tubular pores;

slightly acid; clear smooth boundary.

Bg—37 to 44 inches; 80 percent grayish brown (10YR

5/2) and 20 percent light brownish gray (10YR

6/2) silt loam; weak very fine subangular blocky

structure; friable; few fine roots; many very fine

and fine tubular pores; very few distinct patchy

manganese or iron-manganese stains on faces of

peds; moderately acid; clear smooth boundary.

Cg1—44 to 58 inches; light brownish gray (10YR 6/2)

silt loam; massive; friable; few fine roots;

common very fine and fine and few medium

tubular pores; few fine prominent dark yellowish

brown (10YR 4/6) iron accumulations; very few

distinct patchy manganese or iron-manganese

stains; moderately acid; clear smooth boundary.

Cg2—58 to 74 inches; light brownish gray (10YR 6/2)

silt loam; massive; firm; common very fine and

fine tubular pores; very few prominent patchy

manganese or iron-manganese stains;

moderately acid.

Range in Characteristics

Depth to bedrock: More than 60 inches
Jefferson County, Missouri 269

A horizon:

Color—chroma of 2 or 3

Bw horizon:

Color—value of 4 or 5 and chroma of 2 or 4

Bg horizon:

Color—value of 5 or 6

Cg horizon:

Color—value of 4 to 6

Wrengart Series

The Wrengart series consists of very deep,

moderately well drained, moderately slowly

permeable soils. These soils formed in loess and

cherty residuum weathered from cherty limestone on

summits and backslopes of uplands. Slopes range

from 3 to 15 percent.

Soils of the Wrengart series are fine-silty, mixed,

active, mesic Fragic Oxyaquic Hapludalfs.

Typical Pedon

Wrengart silt loam, 3 to 8 percent slopes, eroded;

USGS Vineland quadrangle; latitude 38 degrees

06 minutes 32 seconds N.; longitude 90 degrees

36 minutes 55 seconds W.

Ap—0 to 6 inches; brown (10YR 4/3) silt loam, pale

brown (10YR 6/3) dry; weak fine granular

structure; very friable; many very fine and fine

and common medium roots; common interstitial

pores; slightly acid; clear smooth boundary.

Bt1—6 to 12 inches; yellowish brown (10YR 5/4) silt

loam; weak fine subangular blocky structure;

friable; common very fine to coarse roots;

common very fine and fine tubular pores; few

faint clay films on faces of peds; slightly acid;

gradual smooth boundary.

Bt2—12 to 19 inches; strong brown (7.5YR 5/6) silt

loam; moderate fine and medium subangular

blocky structure; firm; common very fine to

coarse roots; common very fine and fine tubular

pores; few distinct clay films on faces of peds;

neutral; clear wavy boundary.

Bt3—19 to 26 inches; strong brown (7.5YR 5/6) silt

loam; few fine prominent pale brown (10YR 6/3)

mottles; weak fine subangular blocky structure;

firm; common very fine and fine roots; common

very fine, fine, and medium tubular pores;

common distinct clay films on faces of peds; very

strongly acid; clear smooth boundary.

Bt4—26 to 33 inches; yellowish brown (10YR 5/4)

and strong brown (7.5YR 5/6) silty clay loam;

common fine and medium prominent pale brown

(10YR 6/3) mottles; moderate fine subangular

blocky structure; firm; common very fine and fine

roots; common very fine and fine vesicular pores;

common distinct clay films on faces of peds; very

strongly acid; gradual wavy boundary.

2Btx—33 to 44 inches; yellowish brown (10YR 5/4)

and strong brown (7.5YR 5/6) silty clay loam;

weak medium prismatic parting to moderate fine

subangular blocky structure; firm; common very

fine and fine roots; many very fine and fine

vesicular pores; common prominent clay films on

faces of peds; 35 percent brittle; common fine

and medium prominent light gray (10YR 7/2) iron

depletions: very strongly acid; abrupt wavy

boundary.

3Bt—44 to 60 inches; brown (7.5YR 5/4) and strong

brown (7.5YR 5/6) very cobbly silty clay loam;

moderate fine subangular blocky structure; firm;

many very fine and fine vesicular and common

medium tubular pores; many prominent clay films

on faces of peds; 20 percent chert cobbles; 20

percent chert gravel; common fine and medium

prominent light gray (10YR 7/2) iron depletions;

very strongly acid.

Range in Characteristics

Depth to bedrock: More than 60 inches

A horizon:

Color—value of 3 or 4 and chroma of 2 or 3

E horizon (where present):

Color—chroma of 3 or 4

Bt horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 3, 4, or 6

Texture—silty clay loam or silt loam

2Btx horizon:

Color—hue of 7.5YR or 10YR, value of 4 to 6,

and chroma of 4 or 6

Texture—silt loam, silty clay loam, or their

gravelly to extremely gravelly analogues

3Bt horizon:

Color—value of 4 or 5

Texture—gravelly to extremely gravelly or cobbly

to extremely cobbly analogues of silty clay

loam, silty clay, or clay
270

Table 21.--Classification of the Soils

(An asterisk in the first column indicates a taxadjunct to the series. See text for a description of

 those characteristics that are outside the range of the series.)

______________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | ______________________________________________________________________________________________________

 |

 |

 Bloomsdale---------------|Loamy-skeletal, mixed, superactive, mesic Typic Hapludalfs

 Brussels-----------------|Clayey-skeletal, mixed, superactive, mesic Typic Hapludolls

 Caneyville---------------|Fine, mixed, active, mesic Typic Hapludalfs

 Crider-------------------|Fine-silty, mixed, active, mesic Typic Paleudalfs

 Deible-------------------|Fine, mixed, active, mesic Typic Albaqualfs

 Fishpot------------------|Fine-loamy, mixed, superactive, nonacid, mesic Aquic Udorthents

 Freeburg-----------------|Fine-silty, mixed, superactive, mesic Aquic Hapludalfs

 Gabriel------------------|Fine-silty, mixed, superactive, mesic Typic Argiaquolls

 Gasconade----------------|Clayey-skeletal, mixed, superactive, mesic Lithic Hapludolls

 Gladden------------------|Coarse-loamy, siliceous, superactive, mesic Dystric Fluventic Eutrudepts

 Goss---------------------|Clayey-skeletal, mixed, active, mesic Typic Paleudalfs

 Harvester----------------|Fine-silty, mixed, superactive, nonacid, mesic Oxyaquic Udorthents

 Haymond------------------|Coarse-silty, mixed, superactive, mesic Dystric Fluventic Eutrudepts

 Haynie-------------------|Coarse-silty, mixed, superactive, calcareous, mesic Mollic Udifluvents

 Holstein-----------------|Fine-loamy, mixed, active, mesic Typic Paleudalfs

 Horsecreek---------------|Fine-silty, mixed, active, mesic Mollic Hapludalfs

 Kaintuck-----------------|Coarse-loamy, siliceous, superactive, nonacid, mesic Typic Udifluvents

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

 Minnith------------------|Fine-silty, mixed, superactive, mesic Oxyaquic Hapludalfs

 Moko---------------------|Loamy-skeletal, mixed, superactive, mesic Lithic Hapludolls

 Moniteau-----------------|Fine-silty, mixed, superactive, mesic Typic Endoaqualfs

 Perche-------------------|Coarse-loamy, mixed, superactive, nonacid, mesic Aquic Udifluvents

 Pevely-------------------|Fine-loamy, mixed, active, mesic Oxyaquic Hapludalfs

*Ramsey-------------------|Loamy, siliceous, active, mesic Lithic Dystrudepts

 Razort-------------------|Fine-loamy, mixed, active, mesic Mollic Hapludalfs

 Rueter-------------------|Loamy-skeletal, siliceous, active, mesic Typic Paleudalfs

 Sonsac-------------------|Clayey-skeletal, mixed, active, mesic Typic Hapludalfs

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

 Tice---------------------|Fine-silty, mixed, superactive, mesic Fluvaquentic Hapludolls

 Tiff---------------------|Clayey-skeletal, kaolinitic, mesic Rhodic Paleudalfs

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

 Useful-------------------|Fine, mixed, active, mesic Oxyaquic Hapludalfs

 Waldron------------------|Fine, smectitic, calcareous, mesic Aeric Fluvaquents

 Weingarten---------------|Fine-silty, mixed, active, mesic Fragic Hapludalfs

 Wilbur-------------------|Coarse-silty, mixed, superactive, mesic Fluvaquentic Eutrudepts

 Wrengart-----------------|Fine-silty, mixed, active, mesic Fragic Oxyaquic Hapludalfs

 | ______________________________________________________________________________________________________
271

This section relates the soils in the survey area to

the major factors of soil formation.

Soil is the product of soil-forming processes acting

on accumulated or deposited geologic material. The

characteristics of the soil are determined by the type

of parent material; the plant and animal life on and in

the soil; the climate under which the soil-forming

factors were active; topography, or lay of the land;

and the length of time these forces have been active.

The parent material affects the kind of soil profile

that is formed and, in extreme cases, determines it

almost entirely. Plant and animal life are the active

factors of soil formation. The climate determines the

amount of water available for leaching and the

amount of heat for physical and chemical changes.

Together, climate and plant and animal life act on the

parent material and slowly change it to a natural body

that has genetically related horizons. Topography

often modifies these other factors. Finally, time is

required for changes in the parent material to result in

the formation of a soil. Generally, a long time is

required for the development of distinct soil horizons.

These factors of soil formation are all so closely

interrelated in their effects on the soil that few

generalizations can be made about the effect of any

one factor unless conditions are specified for the

other four. Soil formation is complex, and many

processes of soil development are still unknown.

Parent Material

Parent material is the unconsolidated mass from

which soil is formed. The formation or the deposition

of this material is the first step in the development of

a soil profile. The characteristics of the material

determine the chemical and mineralogical

composition of the soil. In Jefferson County, four

kinds of parent material, alone or in combinations of

two or more, have contributed to the formation of the

soils. These four kinds of parent material are

residuum, or material weathered from bedrock; loess,

or wind-deposited material; alluvium, or waterdeposited material; and colluvium, or gravitationally

relocated material.

Residual soil material formed from sandstone,

limestone, or cherty dolostone that weathered in

place of origin. Generally, the mantle rock, or regolith,

forms the surface appearance of the land. The

thickness of the bedding, degree of cementation,

chemical composition, and proximity to geologic

faulting have effects on rate of residual weathering.

Depth to bedrock can vary from less than 10 inches

to over 5 feet. The Pevely and Ramsey soils

weathered from sandstone. The Gasconade soil

weathered from limestone. The Goss, Moko, and

Sonsac soils weathered from cherty dolostone.

Loess, a silty material transported by the wind, is

an extensive parent material in Jefferson County.

Loess probably once covered all of the survey area.

Evidence remains of loess deposited during the two

most recent post-glacial periods. The sources of this

material were the flood plains along the Mississippi

and Missouri Rivers and their tributaries. Filled with

sediment deposited by glacial meltwater and nearly

barren in the still frigid climate, these valleys were

the source of loess material due to dust storms. The

resulting deposits blanketed the landscape to depths

that were greatest on the river hills and decreased

with distance from the source. Loess was removed

from the landscape at widely varying rates. Erosion

kept pace with the rate of deposition on the steep,

sun-warmed south and west exposures where, in

most places, all the loess was removed. In contrast,

north and east aspects remained frozen longer and

thus retained an appreciable amount of the loess. The

thickness of the loess on the more stable landforms

ranges from about 20 inches to 50 feet. The very

deep Menfro soil is composed of loess and averages

7 to over 50 feet thick.

Alluvium is material that was transported by water

and deposited on nearly level flood plains. The soils

on the flood plains in Jefferson County formed in

alluvial deposits ranging in thickness from about 3

feet to more than 30 feet. These soils differ widely in

texture and chemical composition, reflecting diversity

of origin, distance down watershed, varying

floodwater velocity, and various kinds of primary

source material. The soils on the Mississippi River

Formation of the Soils
272 Soil Survey

flood plain have a vast watershed as their source of

material and are rich in unweathered minerals. The

soils on the smaller flood plains in the county, namely

those along the Big and Meramec Rivers and their

tributaries, formed mainly in silty and loamy alluvium.

The basal deposits commonly are gravel, and the soil

particles and coarse fragments decrease in size

toward the surface. A similar gradation occurs as the

distance downstream increases. The abundance of

loess as a source material and predictable decreases

in stream velocity and gradient along descending

watercourses cause this gradation.

Gravity, water, and temperature fluctuation on

steep slopes influence colluvial material deposition.

Soil creep or mass movement directly influences soil

profile development and limits structural

development. The composition of the colluvial

material is directly related to the material on the

higher slope from which it developed. Soils such as

Rueter on upper side slopes and Holstein and

Brussels on footslopes are colluvial influenced.

Living Organisms

Plants and animals living on or in the soil are

active in the soil-forming process. Plants furnish

organic matter to the soil and bring up plant nutrients

from underlying layers to the surface layer. As plants

die and decay, they contribute organic matter to the

soil. Bacteria and fungi decompose the plant remains

and help to incorporate the organic matter into the

soil.

Figure 14.—Urban development in an area of Fishpot silt loam, 0 to 3 percent slopes.
Jefferson County, Missouri 273

The kind of native vegetation is one factor that has

greatly influenced soil formation in Jefferson County.

The basic kinds of native vegetation were prairie

grasses and forest vegetation. Additions of organic

matter to soils that formed under prairie grasses are

largely a result of the yearly decomposition of plant

materials. Plant tops decompose at the surface, and

the roots decompose at various depths in the soil. As

a result, soils that formed under prairie grasses have

a thick, dark surface layer.

Additions of organic matter to soils that formed

under forest vegetation are mostly the result of

leaves and twigs that decompose on the surface.

These soils have a thin, dark surface layer.

Insects, worms, humans, and other animals affect

soil formation. Bacteria and fungi cause rotting of

organic materials, fix nitrogen, and improve tilth.

Burrowing animals and insects loosen and mix

various soil horizons.

In a relatively short time, human activities have

greatly affected the processes of soil formation. The

major alterations have resulted in vegetation,

drainage of wet areas, and accelerated erosion. Row

crops have replaced native grasses and many

forested areas. Nearly all of the flood plains and

much of the upland areas are now farmed. These

changes have increased food production but have

had an adverse effect in terms of sustained

productivity. Accelerated erosion continues to reduce

the potential of many upland soils, and the loss of

cropland to urban development is virtually

irreversible.

Human activities have had a tremendous effect on

the soils in the survey area during the past 200

years. Man has cut, filled, reshaped, and graded

soils, until in many parts of the county an

undisturbed soil profile is difficult to find. Soils,

geology, hydrology, vegetation, drainage, and existing

downstream development should be carefully

analyzed for each watershed prior to development of

new tracts.

Urbanization changes the natural landscape and

causes potential soil slippage, gullying, and

accelerated runoff leading to downstream flooding,

creek bank cutting, channel entrenchment/widening,

and water siltation problems. Many ridges have the

loess cap removed and are graded to widen them for

development. If the fill material is not properly

compacted, settling, foundation fracture, and potential

soil slippage or slump often occur (fig. 15).

 The Kimmswick geologic sequence contains many

sinkholes that when disturbed lead to direct groundwater contact and potential contamination.

Developed areas in flood plains have fill materials

added, creating channeled drainageways that harm

the stream life environment (fig. 14). Levees designed

to protect areas from flooding prevent the deposition

of new sediments on flood plains and often jeopardize

life and property if they fail. Highway easements often

require stripping of soil, excavation, filling, and

concrete coverage. These factors increase water

runoff rates, streambank cutting, channel

entrenchment, and expensive infrastructure repair.

All of these factors contribute to the rate of water

movement as it travels from the uplands to the river

bottoms. The frequency and severity of water related

environmental and development problems could be

reduced by planning.

Climate

Climate has been and still is an important factor of

soil formation. Geologic erosion; plant and animal life;

and, in more recent times, accelerated erosion all

have varied with the climate.

Currently we are dominated by a sub-humid, midcontinental climate with distinct seasonal

temperature variations and predictable distribution of

rainfall. Warm temperatures and rainfall create a

setting for additions, removals, transfers, and

transformations of soil, geologic, and plant materials

(Simonson, 1959). Aspect affects soil temperature,

evaporation, evapotranspiration, and vegetative

production that in turn influences soil profile

formation. The Gasconade and Sonsac soils are

dominantly on south and west aspects with frequent

freeze/thaw cycles. Useful soils on the north-facing

slopes remain frozen and are cooler in spring with

lower rates of evapotranspiration than the opposing

south and west aspects. Shallower soils, inferior tree

species, and slower vegetative growth are evident on

the warmer and dryer south and west aspects.

Topography

Topography, or relief, affects soil formation through

its influence on drainage, runoff, the rate of water

infiltration, and geologic erosion. Topography is

characterized by the length, shape, aspect, and

degree of slope. It is important in determining the

pattern and distribution of soils.

The amount of water entering the soil depends on

steepness of slope, permeability, and the intensity of

rainfall. Because runoff is rapid in steep areas, very

little water passes through the soil and soil formation

is slow. Geologic erosion almost keeps pace with the

soil-forming processes. In gently sloping areas,

runoff is slow, erosion is minimal, and most of the
274 Soil Survey

Figure 15.—Damage from fill movement in an area of Harvester silt loam, 8 to 15 percent slopes.
Jefferson County, Missouri 275

water passes through the soil. Leaching, the

translocation of clay, and other soil-forming

processes are intensified in these areas. Soils in

these areas generally show maximum profile

development.

Soils on steep, south-facing slopes receive more

direct sunlight and are drier than similar soils on

north-facing slopes. Drier conditions influence soil

formation by affecting the kind of vegetation, the

susceptibility to erosion, and the cycles of freezing

and thawing.

Time

The degree of profile development is dependent on

the length of time that the parent material has been in

place and subject to the soil-forming processes.

Older soils show the effects of leaching and clay

movement and have developed distinct horizons.

Young soils show little profile development.

The surface of Jefferson County has had soils in

varied stages of development since the beginning of

time. Chemical reactions, physical movement, and

disintegration proceed at variable rates and affect the

soil profile and landscape. The age of a soil is

expressed in the degree of development of its profile

characteristics. The factors of material type and

microenvironment have a greater influence than

weathering duration on development (Daniels and

Hammer, 1992).

The soils of Jefferson County show a wide range

in degree of development over time. Those that

formed in recent alluvial deposits along the Big,

Meramec, and Mississippi Rivers, such as Haymond,

Haynie, and Kaintuck, are the youngest soils in the

county. On landforms of the shallow Gasconade,

Moko, and Ramsey soils, the removal of soil material

through geologic erosion is at near equilibrium with

the formation of materials through residual

weathering. These soils have initial profile

development and are relatively young. The deep loess

deposited approximately 14,000 to 17,000 years ago

(Ruhe, Daniels, and Cady, 1967) formed the Menfro

soil, which shows good profile development with a

relatively high level of base saturation still remaining,

making it an older soil. The Goss soil is an example

of the oldest soil in the county. It has gravelly clay

textures that developed by the weathering of

underlying geology for great periods of time.

277

American Association of State Highway and Transportation Officials (AASHTO). 1986.

Standard specifications for highway materials and methods of sampling and testing.

14th edition, 2 volumes.

American Society for Testing and Materials (ASTM). 1993. Standard classification of

soils for engineering purposes. ASTM Standard D 2487.

Daniels, Raymond B., and R.D. Hammer. 1992. Soil Geomorphology. John Wiley &

Sons, New York. 236 pp., illus.

Giessman, N.F., and others. 1986. Distribution of forestland in Missouri. Transactions:

Missouri Academy of Science, volume 20: 4-14.

Jefferson Heritage and Landmark Society. 1993. The Heritage News, Missouri Indian

Tribes, issue 2, pp. 3.

League of Women Voters of Jefferson County Missouri. 1987. Know Jefferson

County, pp. 6-7.

Marbut, C.F. 1896. Physical features of Missouri. Surface Features of Missouri:

Missouri Geologic Survey, volume 10, pp. 11-109.

McCracken, Mary H. 1971. Structural features of Missouri. Missouri Geographical

Survey and Water Resource Division, report number 49, pp. 21, 29, 50, 54, 55, 62, 64.

Missouri Department of Agriculture. 1999. Missouri farm facts. Bulletin, 91 pp., illus.

Missouri Geological Survey and Water Resources Division. 1961. The stratigraphic

succession in Missouri. 185 pp., illus.

Missouri Historic Review. 1907. Historic landmarks of Jefferson County, report of the

committee on landmarks. Old Settlers Association of Jefferson County, 1900,

prepared by Judge John L. Thomas, pp. 141-2.

Rehm, Eleanor Koch, county clerk. 1990. Jefferson County—its settlers, origin, and

development (other data compiled from information available at the county clerk’s

office).

Ruhe, Robert V., R.B. Daniels, and J.G. Cady. 1967. Landscape evolution and soil

formation in southwestern Iowa. U.S. Department of Agriculture Technical

Bulletin 1349.

Simonson, Roy W. 1959. Modern concepts of soil genesis. Soil Science Society of

America Proceedings 23: 152-156.

References
278

United States Department of Agriculture. 1993. Soil survey manual. Soil Conservation

Service, Soil Survey Staff, U.S. Department of Agriculture Handbook 18.

United States Department of Agriculture. 1998. Keys to soil taxonomy. 8th edition.

Natural Resources Conservation Service, Soil Survey Staff.

United States Department of Agriculture. 1999. Soil taxonomy: A basic system of

soil classification for making and interpreting soil surveys. 2nd edition. Natural

Resources Conservation Service, Soil Survey Staff, U.S. Department of Agriculture

Handbook 436.

Welsch, David J. 1991. Riparian forest buffers: Function and design for protection and

enhancement of water resources. U.S. Department of Agriculture, Forest Service.

NA-PR-07-91. 20 pp.
279

ABC soil. A soil having an A, a B, and a C horizon.

AC soil. A soil having only an A and a C horizon.

Commonly, such soil formed in recent alluvium or

on steep, rocky slopes.

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.

Alluvial fan. The fanlike deposit of a stream where it

issues from a gorge upon a plain or of a tributary

stream near or at its junction with its main

stream.

Alluvium. Material, such as sand, silt, or clay,

deposited on land by streams.

Alpha,alpha-dipyridyl. A dye that when dissolved in

1N ammonium acetate is used to detect the

presence of reduced iron (Fe II) in the soil. A

positive reaction indicates a type of

redoximorphic feature.

Aquic conditions. Current soil wetness

characterized by saturation, reduction, and

redoximorphic features.

Area reclaim (in tables). An area difficult to reclaim

after the removal of soil for construction and

other uses. Revegetation and erosion control are

extremely difficult.

Argillic horizon. A subsoil horizon characterized by

an accumulation of illuvial clay.

Aspect. The direction in which a slope faces.

Association, soil. A group of soils or miscellaneous

areas geographically associated in a

characteristic repeating pattern and defined and

delineated as a single map unit.

Available water capacity (available moisture

capacity). The capacity of soils to hold water

available for use by most plants. It is commonly

defined as the difference between the amount of

soil water at field moisture capacity and the

amount at wilting point. It is commonly expressed

as inches of water per inch of soil. The capacity,

in inches, in a 60-inch profile or to a limiting layer

is expressed as:

Very low ............................................................ 0 to 3

Low ................................................................... 3 to 6

Moderate ........................................................... 6 to 9

High ................................................................ 9 to 12

Very high ................................................more than 12

Backslope. The geomorphic component that forms

the steepest inclined surface and principal

element of many hillsides. Backslopes in profile

are commonly steep, are linear, and may or may

not include cliff segments.

Basal area. The area of a cross section of a tree,

generally referring to the section at breast height

and measured outside the bark. It is a measure

of stand density, commonly expressed in square

feet.

Base saturation. The degree to which material

having cation-exchange properties is saturated

with exchangeable bases (sum of Ca, Mg, Na,

and K), expressed as a percentage of the total

cation-exchange capacity.

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.

Bisequum. Two sequences of soil horizons, each of

which consists of an illuvial horizon and the

overlying eluvial horizons.

Board foot. A unit of measure of the wood in lumber,

logs, or trees. The amount of wood in a board 1

foot wide, 1 foot long, and 1 inch thick before

finishing.

Bottomland. The normal flood plain of a stream,

subject to flooding.

Boulders. Rock fragments larger than 2 feet (60

centimeters) in diameter.

Glossary
280 Soil Survey

Breast height. An average height of 4.5 feet above

the ground surface; the point on a tree where

diameter measurements are ordinarily taken.

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.

Channeled. Refers to a drainage area in which

natural meandering or repeated branching and

convergence of a streambed have created deeply

incised cuts, either active or abandoned, in

alluvial material

Channery soil material. Soil material that is, 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.

Clayey soil. Silty clay, sandy clay, or clay.

Claypan. A slowly permeable soil horizon that

contains much more clay than the horizons

above it. A claypan is commonly hard when dry

and plastic or stiff when wet.

Clearcut. A method of forest harvesting that removes

the entire stand of trees in one cutting.

Reproduction is achieved artificially or by natural

seeding from the adjacent stands.

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 fragments. Mineral or rock particles larger

than 2 millimeters in diameter.

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 is 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.

Codominant trees. Trees whose crowns form the

general level of the forest canopy and that

receive full light from above but comparatively

little from the sides.

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.

Commercial forest. Forest land capable of producing

20 cubic feet or more per acre per year at the

culmination of mean annual increment.

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
Jefferson County, Missouri 281

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.

Compressible (in tables). Excessive decrease in

volume of soft soil under load.

Concretions. Cemented bodies with crude internal

symmetry organized around a point, a line, or a

plane. They typically take the form of concentric

layers visible to the naked eye. Calcium

carbonate, iron oxide, and manganese oxide are

common compounds making up concretions. If

formed in place, concretions of iron oxide or

manganese oxide are generally considered a type

of redoximorphic concentration.

Conservation cropping system. Growing crops in

combination with needed cultural and

management practices. In a good conservation

cropping system, the soil-improving crops and

practices more than offset the effects of the soildepleting crops and practices. Cropping systems

are needed on all tilled soils. Soil-improving

practices in a conservation cropping system

include the use of rotations that contain grasses

and legumes and the return of crop residue to the

soil. Other practices include the use of green

manure crops of grasses and legumes, proper

tillage, adequate fertilization, and weed and pest

control.

Conservation tillage. A tillage system that does not

invert the soil and that leaves a protective

amount of crop residue on the surface throughout

the year.

Consistence, soil. Refers to the degree of cohesion

and adhesion of soil material and its resistance

to deformation when ruptured. Consistence

includes resistance of soil material to rupture and

to penetration; plasticity, toughness, and

stickiness of puddled soil material; and the

manner in which the soil material behaves when

subject to compression. Terms describing

consistence are defined in the “Soil Survey

Manual.”

Consolidated sandstone. Sandstone that disperses

within a few hours when fragments are placed in

water. The fragments are extremely hard or very

hard when dry, are not easily crushed, and

cannot be textured by the usual field method.

Consolidated shale. Shale that disperses within a

few hours when fragments are placed in water.

The fragments are extremely hard or very hard

when dry and are not easily crushed.

Contour stripcropping. Growing crops in strips that

follow the contour. Strips of grass or closegrowing crops are alternated with strips of cleantilled 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.

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.

Culmination of the mean annual increment

(CMAI). The average annual increase per acre in

the volume of a stand. Computed by dividing the

total volume of the stand by its age. As the stand

increases in age, the mean annual increment

continues to increase until mortality begins to

reduce the rate of increase. The point where the

stand reaches its maximum annual rate of growth

is called the culmination of the mean annual

increment.

Cutbanks cave (in tables). The walls of excavations

tend to cave in or slough.

Decreasers. The most heavily grazed climax range

plants. Because they are the most palatable, they

are the first to be destroyed by overgrazing.

Deep soil. A soil that is 40 to 60 inches deep over

bedrock or to other material that restricts the

penetration of plant roots.

Deep to water (in tables). Deep to permanent water

during the dry season.

Deferred grazing. Postponing grazing or resting

grazing land for a prescribed period.

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.
282 Soil Survey

Depth, soil. Generally, the thickness of the soil over

bedrock. Very deep soils are more than 60 inches

deep over bedrock; deep soils, 40 to 60 inches;

moderately deep, 20 to 40 inches; shallow, 10 to

20 inches; and very shallow, less than 10 inches.

Depth to bedrock (in tables). Bedrock is too near the

surface for the specified use.

Diversion (or diversion terrace). A ridge of earth,

generally a terrace, built to protect downslope

areas by diverting runoff from its natural course.

Dominant trees. Trees whose crowns form the

general level of the forest canopy and that

receive full light from above and from the sides.

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. An area of ground at a lower elevation

than the surrounding ground and in which water

collects and is drained to a closed depression or

lake or to a drainageway at a lower elevation. A

drainageway may or may not have distinctly

incised channels at its upper reaches or

throughout its course.

Draw. A small stream valley that generally is more

open and has broader bottom land than a ravine

or gulch.

Droughty (in tables). Soil holds too little water for

plants during dry periods.

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.

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.

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.

Erodes easily (in tables). Soil is easily eroded by

water.

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.

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.

Even aged. Refers to a stand of trees in which only

small differences in age occur between individual

trees. A range of 20 years is allowed.

Excess fines (in tables). Excess silt and clay in the

soil. The soil does not provide a source of gravel

or sand for construction purposes.

Excess lime (in tables). Excess carbonates in the

soil that restrict the growth of some plants.

Fast intake (in tables). The rapid movement of water

into the soil.

Fertility, soil. The quality that enables a soil to

provide plant nutrients, in adequate amounts and

in proper balance, for the growth of specified

plants when light, moisture, temperature, tilth,

and other growth factors are favorable.

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. 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
Jefferson County, Missouri 283

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 is, 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.

Flooding (in tables). Soil flooded by moving water

from stream overflow or runoff.

Flood plain. A nearly level alluvial plain that borders

a stream and is subject to flooding unless

protected artificially.

Fluvial. Of or pertaining to rivers; produced by river

action, as a fluvial plain.

Footslope. The position that forms the inner, gently

inclined surface at the base of a hillslope. In

profile, footslopes are commonly concave. A

footslope is a transition zone between upslope

sites of erosion and transport (shoulders and

backslopes) and downslope sites of deposition

(toeslopes).

Forb. Any herbaceous plant not a grass or a sedge.

Forest cover. All trees and other woody plants

(underbrush) covering the ground in a forest.

Forest 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.

Fragile (in tables). A soil that is easily damaged by

use or disturbance.

Fragipan. A loamy, brittle subsurface horizon low in

porosity and content of organic matter and low or

moderate in clay but high in silt or very fine sand.

A fragipan appears cemented and restricts roots.

When dry, it is hard or very hard and has a

higher bulk density than the horizon or horizons

above. When moist, it tends to rupture suddenly

under pressure rather than to deform slowly.

Frost action (in tables). Freezing and thawing of soil

moisture. Frost action can damage roads,

buildings and other structures, and plant roots.

Genesis, soil. The mode of origin of the soil. Refers

especially to the processes or soil-forming

factors responsible for the formation of the solum,

or true soil, from the unconsolidated parent

material.

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 is 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 pack (in tables). Difficult to compact using

regular earthwork construction equipment.

Head out. To form a flower head.

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.

Heavy metal. Inorganic substances that are solid at

ordinary temperatures and are not soluble in

water. They form oxides and hydroxides that are

basic. Examples are copper, iron, cadmium, zinc,

manganese, lead, and arsenic.

Highly erodible (in tables). Soil has an erodibility

index greater than 8 and is very susceptible to

erosion by water.

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
284 Soil Survey

between a hill and a mountain is arbitrary and is

dependent on local usage.

Horizon, soil. A layer of soil, approximately parallel

to the surface, having distinct characteristics

produced by soil-forming processes. In the

identification of soil horizons, an uppercase letter

represents the major horizons. Numbers or

lowercase letters that follow represent

subdivisions of the major horizons. An

explanation of the subdivisions is given in the

“Soil Survey Manual.” The major horizons of

mineral soil are as follows:

O horizon.—An organic layer of fresh and

decaying plant residue.

A horizon.—The mineral horizon at or near the

surface in which an accumulation of humified

organic matter is mixed with the mineral material.

Also, a plowed surface horizon, most of which

was originally part of a B horizon.

E horizon.—The mineral horizon in which the

main feature is loss of silicate clay, iron,

aluminum, or some combination of these.

B horizon.—The mineral horizon below an A

horizon. The B horizon is in part a layer of

transition from the overlying A to the underlying

C horizon. The B horizon also has distinctive

characteristics, such as (1) accumulation of clay,

sesquioxides, humus, or a combination of these;

(2) prismatic or blocky structure; (3) redder or

browner colors than those in the A horizon; or (4)

a combination of these.

C horizon.—The mineral horizon or layer,

excluding indurated bedrock, that is little affected

by soil-forming processes and does not have the

properties typical of the overlying soil material.

The material of a C horizon may be either like or

unlike that in which the solum formed. If the

material is known to differ from that in the solum,

an Arabic numeral, commonly a 2, precedes the

letter C.

Cr horizon.—Soft, consolidated bedrock beneath

the soil.

R layer.—Consolidated bedrock beneath the soil.

The bedrock commonly underlies a C horizon,

but it can be directly below an A or a B horizon.

Humus. The well decomposed, more or less stable

part of the organic matter in mineral soils.

Hydrologic soil groups. Refers to soils grouped

according to their runoff potential. The soil

properties that influence this potential are those

that affect the minimum rate of water infiltration

on a bare soil during periods after prolonged

wetting when the soil is not frozen. These

properties are depth to a seasonal high water

table, the infiltration rate and permeability after

prolonged wetting, and depth to a very slowly

permeable layer. The slope and the kind of plant

cover are not considered but are separate factors

in predicting runoff.

Illuviation. The movement of soil material from one

horizon to another in the soil profile. Generally,

material is removed from an upper horizon and

deposited in a lower horizon.

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.

Infrequent flooding (in tables). Flooding occurs at

an interval that limits riparian plant species.

Intake rate. The average rate of water entering the

soil under irrigation. Most soils have a fast initial

rate; the rate decreases with application time.

Therefore, intake rate for design purposes is not

a constant but is a variable depending on the net

irrigation application. The rate of water intake, in

inches per hour, is expressed as follows:

Less than 0.2 ................................................ very low

0.2 to 0.4 .............................................................. low

0.4 to 0.75 ..........................................moderately low

0.75 to 1.25 ..................................................moderate

1.25 to 1.75 ....................................... moderately high

1.75 to 2.5 ........................................................... high

More than 2.5 ............................................... very high

Interfluve. An elevated area between two

drainageways that sheds water to those

drainageways.

Intermittent stream. A stream, or reach of a stream,

that flows for prolonged periods only when it

receives ground-water discharge or long,
Jefferson County, Missouri 285

continued contributions from melting snow or

other surface and shallow subsurface sources.

Invaders. On range, plants that encroach into an area

and grow after the climax vegetation has been

reduced by grazing. Generally, plants invade

following disturbance of the surface.

Iron depletions. 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.

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.)

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 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.

Loamy soil. Coarse sandy loam, sandy loam, fine

sandy loam, very fine sandy loam, loam, silt

loam, silt, clay loam, sandy clay loam, or silty

clay loam.

Loess. Fine grained material, dominantly of silt-sized

particles, deposited by wind.

Low adsorption (in tables). Low amounts of cations

are adsorbed from wastes applied to the soil.

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.

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.

Mean annual increment (MAI). The average annual

increase in volume of a tree during the entire life

of the tree.

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.

Merchantable trees. Trees that are of sufficient size

to be economically processed into wood

products.

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 deep soil. A soil that is 20 to 40 inches

deep over bedrock or to other material that

restricts the penetration of plant roots.

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.

Morphology, soil. The physical makeup of the soil,

including the texture, structure, porosity,

consistence, color, and other physical, mineral,
286 Soil Survey

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).

Munsell notation. A designation of color by degrees

of three simple variables—hue, value, and

chroma. For example, a notation of 10YR 6/4 is a

color with hue of 10YR, value of 6, and chroma

of 4.

Neutral soil. A soil having a pH value of 6.6 to 7.3.

(See Reaction, soil.)

Nodules. Cemented bodies lacking visible internal

structure. Calcium carbonate, iron oxide, and

manganese oxide are common compounds

making up nodules. If formed in place, nodules of

iron oxide or manganese oxide are considered

types of redoximorphic concentrations.

Nose slope. A geomorphic component of hills

consisting of the projecting end (laterally convex

area) of a hillside. The overland waterflow is

predominantly divergent.

Nutrient, plant. Any element taken in by a plant

essential to its growth. Plant nutrients are mainly

nitrogen, phosphorus, potassium, calcium,

magnesium, sulfur, iron, manganese, copper,

boron, and zinc obtained from the soil and

carbon, hydrogen, and oxygen obtained from the

air and water.

Organic matter. Plant and animal residue in the soil

in various stages of decomposition. The content

of organic matter in the surface layer is described

as follows:

Very low .................................... less than 0.5 percent

Low ................................................ 0.5 to 1.0 percent

Moderately low ............................... 1.0 to 2.0 percent

Moderate ........................................ 2.0 to 4.0 percent

High ............................................... 4.0 to 8.0 percent

Very high .................................. more than 8.0 percent

Overstory. The trees in a forest that form the upper

crown cover.

Oxbow. The horseshoe-shaped channel of a former

meander, remaining after the stream formed a

cutoff across a narrow meander neck.

Pan. A compact, dense layer in a soil that impedes

the movement of water and the growth of roots.

For example, hardpan, fragipan, claypan,

plowpan, and traffic pan.

Parent material. The unconsolidated organic and

mineral material in which soil forms.

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 downward movement of water

through the soil.

Percs slowly (in tables). The slow movement of

water through the soil adversely affects the

specified use.

Permeability. The quality of the soil that enables

water or air to move downward through the

profile. The rate at which a saturated soil

transmits water is accepted as a measure of this

quality. In soil physics, the rate is referred to as

“saturated hydraulic conductivity,” which is

defined in the “Soil Survey Manual.” In line with

conventional usage in the engineering profession

and with traditional usage in published soil

surveys, this rate of flow continues to be

expressed as “permeability.” Terms describing

permeability, measured in inches per hour, are as

follows:

Extremely slow .................................. 0.0 to 0.01 inch

Very slow ......................................... 0.01 to 0.06 inch

Slow ................................................... 0.06 to 0.2 inch

Moderately slow ................................... 0.2 to 0.6 inch

Moderate .................................. 0.6 inch to 2.0 inches

Moderately rapid .............................. 2.0 to 6.0 inches

Rapid ................................................ 6.0 to 20 inches

Very rapid ................................... more than 20 inches

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.

Pitting (in tables). Pits caused by melting around ice.
Jefferson County, Missouri 287

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.

Plowpan. A compacted layer formed in the soil

directly below the plowed layer.

Ponding. Standing water on soils in closed

depressions. Unless the soils are artificially

drained, the water can be removed only by

percolation or evapotranspiration.

Poor filter (in tables). Because of rapid or very rapid

permeability, the soil may not adequately filter

effluent from a waste disposal system.

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.

Poor outlets (in tables). Refers to areas where

surface or subsurface drainage outlets are

difficult or expensive to install.

Potential native plant community. See Climax plant

community.

Potential rooting depth (effective rooting depth).

Depth to which roots could penetrate if the

content of moisture in the soil were adequate.

The soil has no properties restricting the

penetration of roots to this depth.

Prescribed burning. Deliberately burning an area for

specific management purposes, under the

appropriate conditions of weather and soil

moisture and at the proper time of day.

Productivity, soil. The capability of a soil for

producing a specified plant or sequence of plants

under specific management.

Profile, soil. A vertical section of the soil extending

through all its horizons and into the parent

material.

Proper grazing use. Grazing at an intensity that

maintains enough cover to protect the soil and

maintain or improve the quantity and quality of

the desirable vegetation. This practice increases

the vigor and reproduction capacity of the key

plants and promotes the accumulation of litter

and mulch necessary to conserve soil and water.

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.

Relict stream terrace. One of a series of platforms

in or adjacent to a stream valley that formed prior

to the current stream system.

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
288 Soil Survey

inches deep and not wide enough to be an

obstacle to farm machinery.

Riser. The relatively short, steeply sloping area

below a terrace tread that grades to a lower

terrace tread or base level.

Riverwash. Unstable areas of sandy, silty, clayey, or

gravelly sediments. These areas are flooded,

washed, and reworked by rivers so frequently

that they support little or no vegetation.

Road cut. A sloping surface produced by mechanical

means during road construction. It is commonly

on the uphill side of the road.

Rock fragments. Rock or mineral fragments having

a diameter of 2 millimeters or more; for example,

pebbles, cobbles, stones, and boulders.

Rock outcrop. Exposures of bare bedrock other than

lava flows and rock-lined pits.

Rooting depth (in tables). Shallow root zone. The

soil is shallow over a layer that greatly restricts

roots.

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

ground-water runoff or seepage flow from ground

water.

Sand. As a soil separate, individual rock or mineral

fragments from 0.05 millimeter to 2.0 millimeters

in diameter. Most sand grains consist of quartz.

As a soil textural class, a soil that is 85 percent

or more sand and not more than 10 percent clay.

Sandstone. Sedimentary rock containing dominantly

sand-sized particles.

Sandy soil. Sand or loamy sand.

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.

Sawlogs. Logs of suitable size and quality for the

production of lumber.

Scarification. The act of abrading, scratching,

loosening, crushing, or modifying the surface to

increase water absorption or to provide a more

tillable soil.

Seasonally ponded (in tables). Standing water on

soils in closed depressions that is removed only

by percolation or evapotranspiration. Generally

occurs during the winter and early spring.

Seasonal wetness (in tables). The soil may be wet

during the period of desired use. This usually

occurs during the winter and early spring.

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 winddeposited sand is consolidated into sandstone.

Sedimentary uplands. Land areas of bedrock formed

from water- or wind-deposited sediments. They

are higher on the landscape than the flood plain.

Seepage (in tables). The movement of water through

the soil. Seepage adversely affects the specified

use.

Sequum. A sequence consisting of an illuvial horizon

and the overlying eluvial horizon. (See

Eluviation.)

Series, soil. A group of soils that have profiles that

are almost alike, except for differences in texture

of the surface layer. All the soils of a series have

horizons that are similar in composition,

thickness, and arrangement.

Shale. Sedimentary rock formed by the hardening of

a clay deposit.

Shallow soil. A soil that is 10 to 20 inches deep over

bedrock or to other material that restricts the

penetration of plant roots.

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.

Shoulder slope. The uppermost inclined surface at

the top of a hillside. It is the transition zone from

the backslope to the summit of a hill or mountain.

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.

Silica-sesquioxide ratio. The ratio of the number of

molecules of silica to the number of molecules of
Jefferson County, Missouri 289

alumina and iron oxide. The more highly

weathered soils or their clay fractions in warmtemperate, humid regions, and especially those

in the tropics, generally have a low ratio.

Silt. As a soil separate, individual mineral particles

that range in diameter from the upper limit of clay

(0.002 millimeter) to the lower limit of very fine

sand (0.05 millimeter). As a soil textural class,

soil that is 80 percent or more silt and less than

12 percent clay.

Similar soils. Soils that share limits of diagnostic

criteria, behave and perform in a similar manner,

and have similar conservation needs or

management requirements for the major land

uses in the survey area.

Sinkhole. A depression in the landscape where

limestone has been dissolved.

Site class. A grouping of site indexes into five to

seven production capability levels. Each level can

be represented by a site curve.

Site curve (50-year). A set of related curves on a

graph that shows the average height of dominant

or dominant and codominant trees for a range of

ages on soils that differ in productivity. Each level

is represented by a curve. The basis of the

curves is the height of dominant or dominant and

codominant trees that are 50 years old or are 50

years old at breast height.

Site curve (100-year). A set of related curves on a

graph that shows the average height of dominant

or dominant and codominant trees for a range of

ages on soils that differ in productivity. Each level

is represented by a curve. The basis of the

curves is the height of dominant or dominant and

codominant trees that are 100 years old or are

100 years old at breast height.

Site index. A designation of the quality of a forest

site based on the height of the dominant stand at

an arbitrarily chosen age. For example, if the

average height attained by dominant and

codominant trees in a fully stocked stand at the

age of 50 years is 75 feet, the site index is 75.

Skid trails. Pathways along which logs are dragged

to a common site for loading onto a logging truck.

Slippage (in tables). Soil mass susceptible to

movement downslope when loaded, excavated,

or wet.

Slope. The inclination of the land surface from the

horizontal. Percentage of slope is the vertical

distance divided by horizontal distance, then

multiplied by 100. Thus, a slope of 20 percent is a

drop of 20 feet in 100 feet of horizontal distance.

Slope (in tables). Slope is great enough that special

practices are required to ensure satisfactory

performance of the soil for a specific use.

Slope/erodibility (in tables). A combination of slope

and susceptibility to water erosion may be

restrictive in the use of this soil.

Slow intake (in tables). The slow movement of water

into the soil.

Slow refill (in tables). The slow filling of ponds,

resulting from restricted permeability in the soil.

Small stones (in tables). Rock fragments less than 3

inches (7.6 centimeters) in diameter. Small

stones adversely affect the specified use of the

soil.

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 over

periods of time.

Soil reaction (in tables). A measure of acidity or

alkalinity of a soil, expressed in pH values, which

indicates that the soil reaction is either too high

or too low for the intended use.

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.

Species. A single, distinct kind of plant or animal

having certain distinguishing characteristics.

Stickiness (surface) (in tables). The soil is slippery

and sticky when wet and slow to dry.

Stones. Rock fragments 10 to 24 inches (25 to 60
290 Soil Survey

centimeters) in diameter if rounded or 15 to 24

inches (38 to 60 centimeters) in length if flat.

Stony. Refers to a soil containing stones in numbers

that interfere with or prevent tillage.

Strath terrace. A surface cut formed by the erosion

of hard or semiconsolidated bedrock and thinly

mantled with stream deposits.

Stream channel. The hollow bed where a natural

stream of surface water flows or may flow; the

deepest or central part of the bed, formed by the

main current and covered more or less

continuously by water.

Stream terrace. One of a series of platforms in a

stream valley, flanking and more or less parallel

to the stream channel. It originally formed near

the level of the stream and is the dissected

remnants of an abandoned flood plain,

streambed, or valley floor that were produced

during a former stage of erosion or deposition.

Stripcropping. Growing crops in a systematic

arrangement of strips or bands that provide

vegetative barriers to wind erosion and water

erosion.

Structure, soil. The arrangement of primary soil

particles into compound particles or aggregates.

The principal forms of soil structure are—platy

(laminated), prismatic (vertical axis of

aggregates longer than horizontal), columnar

(prisms with rounded tops), blocky (angular or

subangular), and granular. Structureless soils are

either single grained (each grain by itself, as in

dune sand) or massive (the particles adhering

without any regular cleavage, as in many

hardpans).

Stubble mulch. Stubble or other crop residue left on

the soil or partly worked into the soil. It protects

the soil from wind erosion and water erosion after

harvest, during preparation of a seedbed for the

next crop, and during the early growing period of

the new crop.

Subsoil. Technically, the B horizon; roughly, the part

of the solum below plow depth.

Subsoiling. Tilling a soil below normal plow depth,

ordinarily to shatter a hardpan or claypan.

Substratum. The part of the soil below the solum.

Subsurface layer. Technically, the E horizon.

Generally refers to a leached horizon lighter in

color and lower in content of organic matter than

the overlying surface layer.

Subsurface layer. Any subsurface soil horizon (A, E,

AB, or EB) below the surface layer.

Summit. A general term for the top, or highest level,

of an upland feature, such as a hill or mountain. It

commonly refers to a higher area that has a

gentle slope and is flanked by steeper slopes.

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.

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.

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.”

Texture, soil. The relative proportions of sand, silt,

and clay particles in a mass of soil. The textural

classes are C—clay, CL—clay loam, COS—

coarse sand, COSL—coarse sandy loam, FS—

fine sand, FSL—fine sandy loam, L—loam,

LCOS—loamy coarse sand, LFS—loamy fine

sand, LS—loamy sand, LVFS—loamy very fine

sand, S—sand, SC—sandy clay, SCL—sandy

clay loam, SI—silt, SIC—silty clay, SICL—silty

clay loam, SIL—silt loam, SL—sandy loam,

VFS—very fine sand, and VFSL—very fine
Jefferson County, Missouri 291

sandy loam. Terms used in lieu of texture are

WB—weathered bedrock and UWB—

unweathered bedrock. The texture modifiers that

may apply to textural classes are BY—bouldery,

BYV—very bouldery, BYX—extremely bouldery,

CB—cobbly, CBV—very cobbly, CBX—extremely

cobbly, CN—channery, CNV—very channery,

CNX—extremely channery, FL—flaggy, FLV—

very flaggy, FLX—extremely flaggy, GR—

gravelly, GRV—very gravelly, GRX—extremely

gravelly, PCN—parachannery, PCNV—very

parachannery, SR—stratified, ST—stony, STV—

very stony, and STX—extremely stony.

Thin layer (in tables). Otherwise suitable soil

material that is too thin for the specified use.

Tilth, soil. The physical condition of the soil as

related to tillage, seedbed preparation, seedling

emergence, and root penetration.

Toeslope. The outermost inclined surface at the base

of a hill; part of a footslope.

Too acid (in tables). The soil is so acid that growth of

plants is restricted.

Too arid (in tables). The soil is dry most of the time,

and vegetation is difficult to establish.

Too clayey (in tables). The soil is slippery and sticky

when wet and slow to dry.

Too sandy (in tables). The soil is soft and loose,

droughty, and low in fertility or is too fine to use

as gravel.

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.

Toxicity (in tables). Excessive amount of toxic

substances, such as sodium or sulfur, that

severely hinder establishment of vegetation or

severely restrict plant growth.

Trace elements. Chemical elements, for example,

zinc, cobalt, manganese, copper, and iron, in

soils in extremely small amounts. They are

essential to plant growth.

Trafficability. The degree to which a soil is capable

of supporting vehicular traffic across a wide

range in soil moisture conditions.

Tread. The relatively flat surface that was cut or built

by stream or wave action.

Unstable fill (in tables). Risk of caving or sloughing

on banks of fill material.

Upland. Land at a higher elevation, in general, than

the alluvial plain or stream terrace; land above

the lowlands along streams.

Valley. An elongated depressional area primarily

developed by stream action.

Valley fill. In glaciated regions, material deposited in

stream valleys by glacial meltwater. In

nonglaciated regions, alluvium deposited by

heavily loaded streams.

Very deep soil. A soil that is more than 60 inches

deep over bedrock or to other material that

restricts the penetration of plant roots.

Very shallow soil. A soil that is less than 10 inches

deep over bedrock or to other material that

restricts the penetration of plant roots.

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.

Water-spreading. Diverting runoff from natural

channels by means of a system of dams, dikes,

or ditches and spreading it over relatively flat

surfaces.

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.

Wetness (in tables). The soil is wet during the period

of desired use.

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.