In cooperation with

the Oklahoma Agricultural

Experiment Station and

the Oklahoma

Conservation Commission

Soil Survey of

Harper County,

Oklahoma

United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Detailed Soil Maps

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

areas.

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

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

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

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

shows the page where each map unit is described.

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

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

your specific needs.

i

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

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

ii

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 July 1998. 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, the Oklahoma

Agricultural Experiment Station, and the Oklahoma Conservation Commission. It is

part of the technical assistance furnished to the Harper County 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 program and activities conducted under the memorandum of understanding for

this survey are in compliance with the nondiscrimination provisions contained in Titles

VI and VII of the Civil Rights Act of 1964, as amended, and other nondiscrimination

statutes, namely, Section 504 of the Rehabilitation Act of 1973, Title IX of the

Education Amendments of 1972, and the Age Discrimination Act of 1975. The program

and activities also are in accordance with regulations of the Secretary of Agriculture (7

CFR-15, Subparts A and B).

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

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

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

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

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

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

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

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

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

1400 Independence Avenue, S.W., Washington, D.C. 20250-9410, or call (800) 795-

3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and

employer.

Cover: A Permian red bed escarpment overlooking the Cimarron river valley in the northwest part

of Harper County known as “Ditch Valley.”
iii

Contents

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

Summary of Tables..................................................................................................... ix

Foreword ..................................................................................................................... xi

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

History ..................................................................................................................... 1

Industry and Transportation ..................................................................................... 2

Physiography and Drainage .................................................................................... 2

Natural Resources ................................................................................................... 3

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

Table 1.—Temperature and Precipitation ............................................................ 5

Table 2.—Freeze Dates in Spring and Fall .......................................................... 6

Table 3.—Growing Season .................................................................................. 6

How This Survey Was Made ........................................................................................ 7

Detailed Soil Map Units ............................................................................................. 9

Table 4.—Acreage and Proportionate Extent of the Soils ..................................... 11

AbbA—Abbie loam, 0 to 1 percent slopes ............................................................. 14

AbbB—Abbie loam, 1 to 3 percent slopes ............................................................. 14

AbbB2—Abbie loam, 1 to 3 percent slopes, eroded.............................................. 15

AbbC—Abbie loam, 3 to 5 percent slopes............................................................. 17

AbbC2—Abbie loam, 3 to 5 percent slopes, eroded ............................................. 18

AbsB—Abilene silt loam, 1 to 3 percent slopes ..................................................... 19

AclA—Abbie clay loam, 0 to 1 percent slopes ....................................................... 20

AflB—Abbie fine sandy loam, 1 to 3 percent slopes ............................................. 21

AflC—Abbie fine sandy loam, 3 to 5 percent slopes ............................................. 22

BdaB—Berda loam, 1 to 3 percent slopes ............................................................ 23

BdaC—Berda loam, 3 to 5 percent slopes ............................................................ 24

BdaD—Berda loam, 5 to 8 percent slopes ............................................................ 25

CRVE—Cottonwood-Rock outcrop-Vinson complex, 3 to 12 percent slopes ....... 26

DAM—Large dam .................................................................................................. 28

DevE—Devol loamy fine sand, 8 to 12 percent slopes ......................................... 28

DpwB—Deepwood loam, 1 to 3 percent slopes .................................................... 29

DpwC—Deepwood loam, 3 to 5 percent slopes .................................................... 30

DpwD—Deepwood loam, 5 to 8 percent slopes .................................................... 31

DpwE—Deepwood loam, 8 to 12 percent slopes .................................................. 32

DvlB—Devol fine sandy loam, 1 to 3 percent slopes............................................. 34

DvlC—Devol fine sandy loam, 3 to 5 percent slopes ............................................ 35

DvlD—Devol fine sandy loam, 5 to 8 percent slopes ............................................ 37

EdlC—Eda loamy sand, 1 to 5 percent slopes ...................................................... 38

EdlE—Eda loamy sand, 5 to 12 percent slopes .................................................... 39

FayB—Farry fine sandy loam, 1 to 3 percent slopes ............................................. 40

FayC—Farry fine sandy loam, 3 to 5 percent slopes ............................................ 42

FoFE—Fortyone-Farry complex, 5 to 12 percent slopes ....................................... 43

FrkA—Frankirk silt loam, 0 to 1 percent slopes ..................................................... 44

FrkB—Frankirk silt loam, 1 to 3 percent slopes ..................................................... 45

FtnB—Fortyone sandy loam, 1 to 3 percent slopes .............................................. 46
iv Soil Survey

FtnC—Fortyone sandy loam, 3 to 5 percent slopes .............................................. 47

FtnD—Fortyone sandy loam, 5 to 8 percent slopes .............................................. 48

GcsA—Gracemore fine sandy loam, 0 to 1 percent slopes, rarely flooded .......... 49

GdfB—Grandfield fine sandy loam, 1 to 3 percent slopes .................................... 50

GdfC—Grandfield fine sandy loam, 3 to 5 percent slopes .................................... 51

GDGE—Grandfield-Devol-Grandmore complex, 1 to 12 percent slopes .............. 53

GdmB—Grandmore fine sandy loam, 1 to 3 percent slopes ................................. 55

GfsA—Gracemore fine sandy loam, saline, 0 to 1 percent slopes,

occasionally flooded ........................................................................................ 56

GmrA—Gracemont fine sandy loam, 0 to 1 percent slopes, rarely flooded .......... 57

GmsA—Gracemont fine sandy loam, saline, 0 to 1 percent slopes, rarely

flooded............................................................................................................. 58

GrmA—Gracemore fine sandy loam, saline, 0 to 1 percent slopes, rarely

flooded............................................................................................................. 59

HdGB—Hardeman-Grandmore complex, 1 to 3 percent slopes ........................... 60

HdGC—Hardeman-Grandmore complex, 3 to 5 percent slopes ........................... 61

HdmB—Hardeman fine sandy loam, 1 to 3 percent slopes .................................. 63

HdmC—Hardeman fine sandy loam, 3 to 5 percent slopes .................................. 64

IreA—Irene silt loam, 0 to 1 percent slopes .......................................................... 65

IreB—Irene silt loam, 1 to 3 percent slopes .......................................................... 66

IreC—Irene silt loam, 3 to 5 percent slopes .......................................................... 67

IreD—Irene silt loam, 5 to 8 percent slopes .......................................................... 68

JssF—Jester sand, 5 to 12 percent slopes ........................................................... 69

JstC—Jester loamy fine sand, 1 to 5 percent slopes ............................................ 70

KidB—Kingsdown fine sandy loam, 1 to 3 percent slopes .................................... 70

KiHE—Kingsdown-Hardeman complex, 0 to 12 percent slopes ........................... 71

LgtA—Lugert silt loam, 0 to 1 percent slopes, occasionally flooded ..................... 73

LiJC—Lincoln-Jester complex, 0 to 5 percent slopes, rarely flooded ................... 75

LikB—Likes fine sandy loam, 1 to 3 percent slopes .............................................. 76

LisA—Lincoln sand, 0 to 1 percent slopes, frequently flooded ............................. 77

LncA—Lincoln clay loam, 0 to 1 percent slopes, rarely flooded ............................ 78

LRoE—Laverne-Rock outcrop complex, 1 to 12 percent slopes........................... 79

LshA—Lesho clay loam, 0 to 1 percent slopes, rarely flooded ............................. 80

LsoA—Lincoln sand, 0 to 1 percent slopes, occasionally flooded ........................ 82

M-W—Miscellaneous water ................................................................................... 83

MLBB—Mobeetie-Likes-Berda complex, 1 to 3 percent slopes ............................ 83

MLBC—Mobeetie-Likes-Berda complex, 3 to 5 percent slopes ............................ 85

MLBE—Mobeetie-Likes-Berda complex, 5 to 12 percent slopes .......................... 87

MnsB—Mansic clay loam, 1 to 3 percent slopes ................................................... 89

MnsC—Mansic clay loam, 3 to 5 percent slopes .................................................. 90

MsnB—Manson loam, 1 to 3 percent slopes ......................................................... 91

MsnC—Manson loam, 3 to 5 percent slopes ........................................................ 92

MsnC2—Manson loam, 3 to 5 percent slopes, eroded ......................................... 93

OMBE—Oklark-Mansic-Berda complex, 5 to 12 percent slopes........................... 94

OMBG—Oklark-Mansic-Berda complex, 12 to 45 percent slopes ........................ 96

PdoA—Paloduro clay loam, 0 to 1 percent slopes ................................................ 98

PdoB—Paloduro clay loam, 1 to 3 percent slopes ................................................ 99

PdoC2—Paloduro clay loam, 3 to 5 percent slopes, eroded ............................... 100

PIT—Pits .............................................................................................................. 101

PlmB—Plemons loam, 1 to 3 percent slopes ...................................................... 101

PlmC—Plemons loam, 3 to 5 percent slopes ...................................................... 102

PlmD—Plemons loam, 5 to 8 percent slopes ...................................................... 103

QnWC3—Quinlan-Woodward complex, 3 to 5 percent slopes, severely

 eroded .......................................................................................................... 104
Harper County, Oklahoma v

QnWD—Quinlan-Woodward complex, 5 to 8 percent slopes.............................. 106

QnWE—Quinlan-Woodward complex, 5 to 12 percent slopes ............................ 108

QRWG—Quinlan-Rock outcrop-Woodward complex, 5 to 45 percent slopes .... 109

QRYG—Quinlan-Rock outcrop-Yomont complex, 0 to 45 percent slopes ........... 111

QWDE—Quinlan-Woodward-Deepwood complex, 5 to 12 percent slopes ......... 113

QWRC—Quinlan-Woodward-Rock outcrop complex, 1 to 5 percent slopes ...... 115

RoCH—Rock outcrop-Cottonwood complex, 12 to 80 percent slopes................ 117

RssA—Rosston clay, ponded, 0 to 1 percent slopes........................................... 118

SAL—Salt flats, 0 to 1 percent slopes ................................................................. 119

SelA—Selman silt loam, 0 to 1 percent slopes ................................................... 120

SelB—Selman silt loam, 1 to 3 percent slopes ................................................... 121

SelC—Selman silt loam, 3 to 5 percent slopes ................................................... 122

SelC2—Selman silt loam, 3 to 5 percent slopes, eroded .................................... 123

SelD—Selman silt loam, 5 to 8 percent slopes ................................................... 124

SelD2—Selman silt loam, 5 to 8 percent slopes, eroded .................................... 125

SprA—Spur loam, 0 to 1 percent slopes, rarely flooded ..................................... 126

SpsA—Spur loam, saline, 0 to 1 percent slopes, rarely flooded ......................... 127

StpA—St. Paul silt loam, 0 to 1 percent slopes ................................................... 128

StpB—St. Paul silt loam, 1 to 3 percent slopes ................................................... 129

StpC—St. Paul silt loam, 3 to 5 percent slopes ................................................... 131

StpD—St. Paul silt loam, 5 to 8 percent slopes ................................................... 132

TeWE—Teagard-Wellsford complex, 1 to 12 percent slopes .............................. 133

TexA—Texroy loam, 0 to 1 percent slopes .......................................................... 135

TexB—Texroy loam, 1 to 3 percent slopes .......................................................... 136

TexC—Texroy loam, 3 to 5 percent slopes .......................................................... 137

TipA—Tipton loam, 0 to 1 percent slopes ........................................................... 138

TipB—Tipton loam, 1 to 3 percent slopes ........................................................... 139

TipC—Tipton loam, 3 to 5 percent slopes ........................................................... 140

TipD—Tipton loam, 5 to 8 percent slopes ........................................................... 141

TRQC—Talpa-Rock outcrop-Quinlan complex, 1 to 5 percent slopes ................ 142

TvlC—Tivoli fine sand, 1 to 5 percent slopes ...................................................... 143

TvlE—Tivoli fine sand, 5 to 12 percent slopes .................................................... 144

TvlG—Tivoli fine sand, 12 to 45 percent slopes .................................................. 145

VerB—Vernon clay loam, 1 to 3 percent slopes .................................................. 146

VerC—Vernon clay loam, 3 to 5 percent slopes .................................................. 147

VerD—Vernon clay loam, 5 to 8 percent slopes .................................................. 148

VrrB—Vernon sandy loam, 1 to 3 percent slopes, overblown ............................. 149

VrrC—Vernon sandy loam, 3 to 5 percent slopes, overblown ............................. 150

W—Water ............................................................................................................ 151

WodA—Woods clay loam, 0 to 1 percent slopes................................................. 151

WodB—Woods clay loam, 1 to 3 percent slopes................................................. 152

WodC—Woods clay loam, 3 to 5 percent slopes ................................................ 153

WQHE—Westola-Quinlan-Hardeman complex, 0 to 12 percent slopes ............. 154

WQnB—Woodward-Quinlan complex, 1 to 3 percent slopes .............................. 156

WQnC—Woodward-Quinlan complex, 3 to 5 percent slopes.............................. 158

WslA—Westola fine sandy loam, 0 to 1 percent slopes, occasionally flooded ... 159

WstA—Westola fine sandy loam, 0 to 1 percent slopes, rarely flooded .............. 160

YmrA—Yomont loam, 0 to 1 percent slopes, rarely flooded ................................ 162

YmtA—Yomont loam, 0 to 1 percent slopes, occasionally flooded ..................... 163

Use and Management of the Soils........................................................................ 165

Agronomy ............................................................................................................ 165

Land Capability Classification.............................................................................. 166

Table 5.—Land Capability and Yields per Acre of Crops................................. 167

Table 6.—Land Capability and Yields per Acre of Hay and Pasture ............... 178
vi Soil Survey

Estimated Yields of Crops, Pasture, and Hay ...................................................... 186

Cropland Limitations and Hazards ...................................................................... 186

Criteria for Limitations and Hazards ................................................................ 187

Table 7.—Cropland Limitations and Hazards .................................................. 189

Prime Farmland ................................................................................................... 204

Table 8.—Prime Farmland ............................................................................... 205

Rangeland ........................................................................................................... 207

Similarity Index ................................................................................................ 208

Rangeland Management ................................................................................. 209

Ecological Site Descriptions ............................................................................ 211

Table 9.—Rangeland Productivity and Characteristic Plant Communities...... 215

Windbreaks and Environmental Plantings ........................................................... 259

Table 10.—Windbreaks and Environmental Plantings .................................... 260

Recreation ........................................................................................................... 282

Table 11a.—Recreation, Part I ........................................................................ 284

Table 11b.—Recreation, Part II ....................................................................... 296

Engineering ......................................................................................................... 307

Sanitary Facilities ............................................................................................ 307

Table 12a.—Sanitary Facilities, Part I ......................................................... 310

Table 12b.—Sanitary Facilities, Part II ........................................................ 326

Building Site Development .............................................................................. 339

Table 13a.—Building Site Development, Part I ........................................... 341

Table 13b.—Building Site Development, Part II .......................................... 352

Construction Materials .................................................................................... 367

Table 14a.—Construction Materials, Part I ................................................. 369

Table 14b.—Construction Materials, Part II................................................. 383

Water Management ......................................................................................... 400

Table 15.—Water Management .................................................................. 401

Agricultural Waste Management ..................................................................... 413

Table 16a.—Agricultural Waste Management, Part I .................................. 416

Table 16b.—Agricultural Waste Management, Part II ................................. 438

Soil Properties ........................................................................................................ 459

Engineering Index Properties .............................................................................. 459

Table 17.—Engineering Index Properties ........................................................ 461

Engineering Index Test Data ................................................................................ 517

Table 18.—Engineering Index Test Data of Selected Soils ............................. 518

Physical Properties .............................................................................................. 519

Table 19.—Physical Properties of the Soils .................................................... 522

Physical Analyses of Selected Soils .................................................................... 545

Table 20.—Physical Analyses of Selected Soils ............................................. 546

Chemical Properties ............................................................................................ 550

Table 21.—Chemical Properties of the Soils ................................................... 551

Chemical Analyses of Selected Soils .................................................................. 568

Table 22.—Chemical Analyses of Selected Soils ............................................ 569

Water Features .................................................................................................... 573

Table 23.—Water Features .............................................................................. 575

Soil Features ........................................................................................................ 586

Table 24.—Soil Features ................................................................................. 587

Classification of the Soils ..................................................................................... 599

Soil Series and Their Morphology ....................................................................... 600

Table 25.—Classification of the Soils .............................................................. 601

Formation of the Soils ........................................................................................... 603

Factors of Soil Formation ..................................................................................... 603

Climate ............................................................................................................ 603
Harper County, Oklahoma vii

Living Organisms............................................................................................. 603

Topography ...................................................................................................... 603

Parent Material ................................................................................................ 604

Time................................................................................................................. 604

Landscape Evolution and Surface Geology ........................................................ 604

Landscape Evolution ....................................................................................... 604

Surface Geology .............................................................................................. 606

Table 26.—Relationships Between Quaternary Terrace Level, Soil

Classification, and Particle-Size Class ............................................. 613

References .............................................................................................................. 615

Glossary .................................................................................................................. 617

Issued 2006

ix

Summary of Tables

Table 1.—Temperature and Precipitation ..................................................................... 5

Table 2.—Freeze Dates in Spring and Fall .................................................................. 6

Table 3.—Growing Season .......................................................................................... 6

Table 4.—Acreage and Proportionate Extent of the Soils ......................................... 11

Table 5.—Land Capability and Yields per Acre of Crops ......................................... 167

Table 6.—Land Capability and Yields per Acre of Hay and Pasture ........................ 178

Table 7.—Cropland Limitations and Hazards .......................................................... 189

Table 8.—Prime Farmland ....................................................................................... 205

Table 9.—Rangeland Productivity and Characteristic Plant Communities .............. 215

Table 10.—Windbreaks and Environmental Plantings ............................................. 260

Table 11a.—Recreation, Part I ................................................................................. 284

Table 11b.—Recreation, Part II ................................................................................ 296

Table 12a.—Sanitary Facilities, Part I ...................................................................... 310

Table 12b.—Sanitary Facilities, Part II ..................................................................... 326

Table 13a.—Building Site Development, Part I ........................................................ 341

Table 13b.—Building Site Development, Part II ....................................................... 352

Table 14a.—Construction Materials, Part I .............................................................. 369

Table 14b.—Construction Materials, Part II ............................................................. 383

Table 15.—Water Management ............................................................................... 401

Table 16a.—Agricultural Waste Management, Part I ............................................... 416

Table 16b.—Agricultural Waste Management, Part II .............................................. 438

Table 17.—Engineering Index Properties ................................................................ 461

Table 18.—Engineering Index Test Data of Selected Soils ...................................... 518

Table 19.—Physical Properties of the Soils ............................................................. 522

Table 20.—Physical Analyses of Selected Soils ...................................................... 546

Table 21.—Chemical Properties of the Soils ........................................................... 551

Table 22.—Chemical Analyses of Selected Soils .................................................... 569

Table 23.—Water Features ...................................................................................... 575

Table 24.—Soil Features .......................................................................................... 587

Table 25.—Classification of the Soils ....................................................................... 601

Table 26.—Relationships Between Quaternary Terrace Level, Soil

Classification, and Particle-Size Class ............................................................... 613

xi

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

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

also highlights limitations and hazards inherent in the soil, improvements needed to

overcome the limitations, and the impact of selected land uses on the environment.

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

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

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

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

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

poorly suited to basements or underground installations.

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

survey. The location of each soil is shown on the 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 is available at the local office of the

Natural Resources Conservation Service or the Cooperative Extension Service.

M. Darrel Dominick

State Conservationist

Natural Resources Conservation Service

Foreword

1

Fieldwork by Troy Collier and Steve Alspach, Natural Resources Conservation

Service

United States Department of Agriculture, Natural Resources Conservation Service,

in cooperation with

the Oklahoma Agricultural Experiment Station and the Oklahoma Conservation

Commission

General Nature of the Survey Area

HARPER COUNTY is in the northwestern part of Oklahoma (fig. 1). This soil survey

updates the survey of Harper County published in 1960. It provides additional

information and shows the soils in greater detail.

History

Harper County was originally part of the Cherokee Outlet, which was established

in 1834. The United States Government took the lands of the Cherokee Outlet from

the Cherokee Tribe as a penalty for siding with the South in the Civil War. The

Cherokee Outlet was opened for settlement on September 16, 1893. The settlement

opening was called The Land Run. Each settler received 160 acres of land as

provided by the Homestead Act of 1893. The early settlers endured many hardships,

and most lived in sod houses.

Two major trails crossed Harper County. The Fort Dodge to Camp Supply Military

Trail and the Western Cattle Trail (or Dodge City Trail). The Military Trail was first

Soil Survey of

Harper County, Oklahoma

Figure 1.—Location of Harper County in Oklahoma.
2 Soil Survey

opened on November 12, 1868. The 7th Cavalry marched from Fort Dodge with 1,100

men and 400 wagons to set up Camp Supply. The Military Trail and the Western Trail

were joined from Fort Dodge to the Cimarron River. The Military Trail split off south of

the Cimarron River and crossed into Harper County just 1 mile west of the Willard

School. The trail then proceeded to Buffalo and south to Camp Supply. The Western

Cattle Trail started in 1874 when railroads reached Dodge City. Cattle were driven out

of western Texas through Harper County just west of May, Oklahoma, and crossed

into Kansas about 3 miles west of the Willard School.

Until statehood, the major crops grown in Harper County were broomcorn,

sorghum, corn, kafir, and alfalfa. Broomcorn was the major cash crop. Wheat was

established around 1894 but was not grown on a large scale until about 10 years

later. “Because most of the settlers had large families, they had to plow much of the

marginal land to gain a livelihood. For a long time, greater returns were expected from

the land than it was capable of producing. As the productivity of the soils declined and

as the hazards of droughts and erosion became greater, the population of the county

became smaller and larger farms were needed to provide a living for the farm

families” (USDA–SCS, 1960). Irrigation of cropland had early beginnings in Harper

County during the late 1890s. A canal was dug using only man- and horse-power.

Water was diverted from the Cimarron River into the canal and delivered to the

surrounding cropland. Work on the canal continued until it was completed in 1905.

When completed, the canal was nearly 14 miles long and had an average width of 8

to 12 feet. The area is now known as “Ditch Valley.”

Industry and Transportation

Harper County has adequate transportation facilities. State Highway 34 extends

along the eastern side of the county and joins U.S. Highway 64 in the northeastern

part of the county. U.S. Highway 64 extends east and west, passing through Buffalo

and Rosston. U.S. Highway 183 extends north and south through the center of the

county. U.S. Highway 283 extends north and south in the western part and connects

Rosston and Laverne. In the southwestern part of the county, U.S. Highway 270 and

State Highway 3 extend east and west. State Highway 46 extends north and south in

the south-central part of the county and joins U.S. Highways 270 and 64.

Agriculture provides a major part of the income in Harper County. Small grains,

livestock, hay, and alfalfa are the main products. The livestock are mainly beef cattle

and some swine, dairy cattle, and sheep. Several commercial feedlots are located in

the county.

The oil and gas industry provides a large number of jobs in the county. There is an

extensive network of oil and natural gas wells and pipelines that must be maintained

throughout the county. A large natural gas plant is located near Laverne.

Physiography and Drainage

The county resides in two major land resource areas, the Rolling Red Plains in the

eastern two-thirds and the Southern High Plains Breaks in the western one-third. The

Beaver River flows in the southwestern part of the county and drains the southern

part. The Cimarron River flows across the far northwestern part of the county and

along the northeastern edge of the county and drains the northern and eastern parts

of the county. Buffalo Creek flows easterly, draining the center part of the county, and

then connects with the Cimarron River in Woodward County.

The relief of Harper County is dominantly nearly level to gently sloping. The upland

area along the divide between the drainage of the Beaver and Cimarron Rivers is

dissected by entrenched drainageways that have very steep sides.

Along the north side of the Beaver River is a large, undulating dune field. There is
Harper County, Oklahoma 3

also a dune field along the north side of Buffalo Creek. This dune field, however, is

much smaller than the one associated with the Beaver River. A small part of the dune

field associated with the Cimarron River is in the far northwestern corner of the

county.

Upland soils in the western part of the county are associated with broad, upland

terraces that are nearly level to gently sloping. In the central and eastern parts of the

county, the soils are associated with upland terraces that range from nearly level to

strongly sloping and residual soils that range from gently sloping to steep.

Natural Resources

The natural resources of the county are mainly soil, water, petroleum products, and

scenic beauty.

The soil and available water are the most important natural resources of the

county. A large acreage in the county is productive and has a high potential for native

grasses and for wheat, grain sorghum, and alfalfa. Rangeland makes up about twothirds of the county. In the past, overgrazing and erosion damaged much of the

rangeland. Proper management can increase the production of native grasses.

Water, mainly ground water, is an important resource. Ground water can be

obtained through shallow wells in the Permian red beds. This water, however,

contains gypsum, sulfates, and chlorine and is only suitable for use by livestock.

Ponds are constructed to supply water for livestock on many farms. Springs are

located throughout the county, and most have been developed. Irrigation water is

obtained from wells in the western and southwestern parts of the county. Floodirrigation water is delivered through the “Old Settlers Ditch” by diverting water from

the Cimarron River in the northwestern part of the county.

Oil and gas wells have been drilled and are operating in the county. The MocaneLaverne Gas field has been very productive in the western half of the county. Gypsum

beds outcrop in the eastern parts, and some areas are mined for road gravel.

Harper County is rich in scenic beauty. It has grass-covered sand dunes in the

southern part of the county coupled with highly dissected canyons and small buttes in

the central and northern parts.

Climate

Prepared by the Natural Resources Conservation Service, National Water and Climate Center,

Portland, Oregon.

The climate tables are based on data from a climate station at Buffalo, Oklahoma.

Thunderstorm days, relative humidity, percent sunshine, and wind information are

estimated from the first order station at Dodge City, Kansas.

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

recorded at Buffalo in the period 1961 to 1990. Table 2 shows probable dates of the

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

the growing season.

In winter, the average temperature is 37.2 degrees F and the average daily

minimum temperature is 22.7 degrees. The lowest temperature on record, which

occurred at Buffalo on January 19, 1984, was -14 degrees. In summer, the average

temperature is 80.6 degrees and the average daily maximum temperature is 95.1

degrees. The highest recorded temperature, which occurred at Buffalo on July 29,

1986, was 115 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
4 Soil Survey

monthly accumulation is used to schedule single or successive plantings of crops

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

The average annual total precipitation is about 27.86 inches. Of this, about 22.2

inches, or 80 percent, usually falls in April through October. The growing season for

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

record was 6.00 inches at Buffalo on August 10, 1966. Thunderstorms occur on about

51 days each year, and most occur between May and August.

The average seasonal snowfall is 8.7 inches. The greatest snow depth at any one

time during the period of record was 36 inches recorded on February 22, 1971. On

the average, less than 1 day per year has at least 1 inch of snow on the ground. The

heaviest 1-day snowfall on record was 23.0 inches recorded on February 21, 1971.

The average relative humidity in mid-afternoon is about 45 percent. Humidity is

higher at night, and the average at dawn is about 76 percent. The sun shines 78

percent of the time possible in summer and 68 percent in winter. The prevailing wind

is from the south during much of the year and is from the north during the winter

(December to March). Average wind speed is above 13 miles per hour in all months.

The average wind speed is highest, around 15 miles per hour, in March and April.
Table 1.--Temperature and Precipitation [Recorded in the period 1961-90 at Buffalo, Oklahoma] _____________________________________________________________________________________________

 | | | Temperature | Precipita |_________________________________________________________|______________________ | | | | 2 years in | | |2 years in 10|  Month | | | | 10 will have-- | Average | | will have-- |  _______________________ _____________ |Average|Average|Average| Maximum | Minimum |number of|Average| | | | daily | daily | |temperature|temperature| growing | | Less | More | |maximum|minimum| | higher | lower | degree | |than--|than--| | | | | than-- | than-- | days* | | | | _____________________________________________________________________________________________ | 

o

F | 

o

F | 

o

F | 

o

F | 

o

F | Units | In | In | In | 

 | | | | | | | | | | January-----| 49.0 | 20.2 | 34.6 | 77 | -8 | 7 | 0.49 | 0.20| 0.90|  | | | | | | | | | | February----| 55.2 | 24.7 | 39.9 | 84 | -2 | 28 | 1.04 | 0.24| 1.79|  | | | | | | | | | | March-------| 64.5 | 33.3 | 48.9 | 91 | 8 | 118 | 1.86 | 0.53| 3.04|  | | | | | | | | | | April-------| 75.3 | 43.9 | 59.6 | 96 | 22 | 309 | 2.35 | 0.89| 3.57|  | | | | | | | | | | May---------| 82.8 | 53.6 | 68.2 | 101 | 34 | 562 | 4.36 | 1.60| 6.66|  | | | | | | | | | | June--------| 91.8 | 63.2 | 77.5 | 107 | 47 | 823 | 3.99 | 1.35| 6.16|  | | | | | | | | | | July--------| 97.6 | 68.6 | 83.1 | 109 | 53 | 1026 | 2.99 | 1.56| 4.23|  | | | | | | | | | | August------| 96.0 | 66.6 | 81.3 | 110 | 50 | 969 | 3.46 | 1.10| 5.38|  | | | | | | | | | | September---| 87.2 | 58.5 | 72.9 | 104 | 35 | 685 | 3.07 | 0.89| 4.83|  | | | | | | | | | | October-----| 77.3 | 45.8 | 61.5 | 96 | 25 | 371 | 1.94 | 0.67| 3.35|  | | | | | | | | | | November----| 61.3 | 32.7 | 47.0 | 85 | 12 | 72 | 1.53 | 0.43| 2.72|  | | | | | | | | | | December----| 50.9 | 23.1 | 37.0 | 75 | -1 | 10 | 0.80 | 0.29| 1.28|  | | | | | | | | | |  | | | | | | | | | | Yearly: | | | | | | | | | |  | | | | | | | | | |  Average---| 74.1 | 44.5 | 59.3 | --- | --- | --- | --- | ---| ---|  | | | | | | | | | |  Extreme---| 115 | -14 | --- | 111 | -10 | --- | --- | ---| ---|  | | | | | | | | | |  Total-----| --- | --- | --- | --- | --- | 4,981 | 27.86 | 21.72| 33.54|  | | | | | | | | | | _____________________________________________________________________________________________ * A growing degree-day is a unit of heat available for plant growth. It can be calculatemaximum and minimum daily temperatures, dividing the sum by 2, and subtracting the temperaturgrowth is minimal for the principal crops in the area (50 degrees F).
6 Soil Survey

Table 2.--Freeze Dates in Spring and Fall

[Recorded in the period 1961-90 at Buffalo, Oklahoma]

_____________________________________________________________

 |

 | Temperature

 |__________________________________________

 Probability | | |

 | 24 oF | 28 oF | 32 oF

 | or lower | or lower | or lower

__________________|_____________|_____________|______________

 | | |

Last freezing | | |

 temperature | | |

 in spring: | | |

 | | |

 1 year in 10 | | |

 later than-- | Apr. 11 | Apr. 20 | Apr. 28

 | | |

 2 years in 10 | | |

 later than-- | Apr. 6 | Apr. 15 | Apr. 23

 | | |

 5 years in 10 | | |

 later than-- | Mar. 27 | Apr. 5 | Apr. 14

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Oct. 7 | Oct. 14 | Oct. 1

 | | |

 2 years in 10 | | |

 earlier than-- | Nov. 1 | Oct. 19 | Oct. 7

 | | |

 5 years in 10 | | |

 earlier than-- | Nov. 10 | Oct. 30 | Oct. 17

 | | |

 | | | _____________________________________________________________

Table 3.--Growing Season

[Recorded in the period 1961-90 at Buffalo, Oklahoma]

_____________________________________________________

 |

 | Daily Minimum Temperature

 | During growing season

 Probability |______________________________________

 | Higher | Higher | Higher

 | than | than | than

 | 24 oF | 28 oF | 32 o _____________________________________________________ F

 | Days | Days | Days

 | | |

9 years in 10 | 208 | 186 | 164

 | | |

8 years in 10 | 215 | 193 | 172

 | | |

5 years in 10 | 228 | 207 | 185

 | | |

2 years in 10 | 240 | 221 | 199

 | | |

1 year in 10 | 247 | 229 | 206

 | | |

 | | | _____________________________________________________
Harper County, Oklahoma 7

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 or

segment of the landscape. By observing the soils and miscellaneous areas in the

survey area and relating their position to specific segments of the landscape, soil

scientists develop a concept, or model, of how the soils were formed. Thus, during

mapping, this model enables the soil scientists to predict with a considerable degree

of accuracy the kind of soil or miscellaneous area at a specific location on the

landscape.

Individual soils on the landscape commonly merge into one another as their

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

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

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

understanding of the 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 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
8

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. 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.

The descriptions, names, and delineations of the soils in this survey area may not

fully agree with those of the soils in adjacent survey areas. Differences are the result

of a better knowledge of soils, modifications in series concepts, or variations in the

intensity of mapping or in the extent of the soils in the survey areas.
9

The map units 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. More information about each map unit is given in the Use and Management

section of this survey.

A map unit delineation on the detailed soil maps represents an area on the

landscape and consists of one or more soils or miscellaneous areas. A map unit is

identified and named according to the taxonomic classification of the dominant soils

or miscellaneous areas. Within a taxonomic class there are precisely defined limits for

the properties of the soils. On the landscape, however, the soils and miscellaneous

areas 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, are mapped without areas of minor components of other

taxonomic classes. Consequently, map units are made up of the soils or

miscellaneous areas for which they are named and some areas of included soils that

belong to other taxonomic classes.

Most 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 soils. They may or may not be mentioned in the map unit

description. Other soils and miscellaneous areas, however, have properties and

behavioral characteristics divergent enough to affect use or to require different

management. These are called contrasting or dissimilar, minor components. They

generally are in small areas and could not be mapped separately because of the

scale used. Descriptions of the soils are available in the “Official Series Descriptions,”

which are online at http://soils.usda.gov. Some small areas of strongly contrasting

soils or miscellaneous areas are identified by a special symbol on the maps. The

areas of minor soils or miscellaneous areas are mentioned in the map unit

descriptions. A few areas 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 included areas in a map unit in no way diminishes the usefulness

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

classes but rather to separate the landscape into segments that have similar use and

management requirements. The delineation of such landscape segments on the map

provides sufficient information for the development of resource plans, but if intensive

use of small areas is planned, onsite investigation is needed to define and locate the

soils and miscellaneous areas.

An identifying symbol 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 or of the underlying layers, all the soils of a

Detailed Soil Map Units
10 Soil Survey

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

arrangement.

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

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

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

series is divided into soil phases. 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, Selman silt loam, 3 to 5 percent slopes,

eroded, is a phase of the Selman series.

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

These map units are complexes, associations, or undifferentiated groups.

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

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

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

in all areas. Laverne-Rock outcrop complex, 1 to 12 percent slopes, is an example.

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

and support little or no vegetation. Salt flats, 0 to 1 percent slopes, is an example.

Table 4, “Acreage and Proportionate Extent of the Soils,” gives the acreage and

proportionate extent of each map unit. Other tables (see “Summary of 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.
Harper County, Oklahoma 11

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

______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

_______|_________________________________________________________________________|____________|_______

 | | |

AbbA |Abbie loam, 0 to 1 percent slopes----------------------------------------| 1,997 | 0.3

AbbB |Abbie loam, 1 to 3 percent slopes----------------------------------------| 5,850 | 0.9

AbbB2 |Abbie loam, 1 to 3 percent slopes, eroded--------------------------------| 608 | *

AbbC |Abbie loam, 3 to 5 percent slopes----------------------------------------| 886 | 0.1

AbbC2 |Abbie loam, 3 to 5 percent slopes, eroded--------------------------------| 545 | *

AbsB |Abilene silt loam, 1 to 3 percent slopes---------------------------------| 568 | *

AclA |Abbie clay loam, 0 to 1 percent slopes-----------------------------------| 1,269 | 0.2

AflB |Abbie fine sandy loam, 1 to 3 percent slopes-----------------------------| 7,537 | 1.1

AflC |Abbie fine sandy loam, 3 to 5 percent slopes-----------------------------| 879 | 0.1

BdaB |Berda loam, 1 to 3 percent slopes----------------------------------------| 1,346 | 0.2

BdaC |Berda loam, 3 to 5 percent slopes----------------------------------------| 1,239 | 0.2

BdaD |Berda loam, 5 to 8 percent slopes----------------------------------------| 248 | *

CRVE |Cottonwood-Rock outcrop-Vinson complex, 3 to 12 percent slopes-----------| 13,754 | 2.1

DAM |Large dam----------------------------------------------------------------| 15 | *

DevE |Devol loamy fine sand, 8 to 12 percent slopes----------------------------| 119 | *

DpwB |Deepwood loam, 1 to 3 percent slopes-------------------------------------| 3,143 | 0.5

DpwC |Deepwood loam, 3 to 5 percent slopes-------------------------------------| 1,876 | 0.3

DpwD |Deepwood loam, 5 to 8 percent slopes-------------------------------------| 736 | 0.1

DpwE |Deepwood loam, 8 to 12 percent slopes------------------------------------| 555 | *

DvlB |Devol fine sandy loam, 1 to 3 percent slopes-----------------------------| 7,876 | 1.2

DvlC |Devol fine sandy loam, 3 to 5 percent slopes-----------------------------| 6,465 | 1.0

DvlD |Devol fine sandy loam, 5 to 8 percent slopes-----------------------------| 1,309 | 0.2

EdlC |Eda loamy sand, 1 to 5 percent slopes------------------------------------| 3,466 | 0.5

EdlE |Eda loamy sand, 5 to 12 percent slopes-----------------------------------| 20,549 | 3.1

FayB |Farry fine sandy loam, 1 to 3 percent slopes-----------------------------| 4,309 | 0.6

FayC |Farry fine sandy loam, 3 to 5 percent slopes-----------------------------| 801 | 0.1

FoFE |Fortyone-Farry complex, 5 to 12 percent slopes---------------------------| 1,615 | 0.2

FrkA |Frankirk silt loam, 0 to 1 percent slopes--------------------------------| 153 | *

FrkB |Frankirk silt loam, 1 to 3 percent slopes--------------------------------| 705 | 0.1

FtnB |Fortyone sandy loam, 1 to 3 percent slopes-------------------------------| 2,947 | 0.4

FtnC |Fortyone sandy loam, 3 to 5 percent slopes-------------------------------| 2,198 | 0.3

FtnD |Fortyone sandy loam, 5 to 8 percent slopes-------------------------------| 423 | *

GcsA |Gracemore fine sandy loam, 0 to 1 percent slopes, rarely flooded---------| 1,273 | 0.2

GdfB |Grandfield fine sandy loam, 1 to 3 percent slopes------------------------| 8,955 | 1.3

GdfC |Grandfield fine sandy loam, 3 to 5 percent slopes------------------------| 588 | *

GDGE |Grandfield-Devol-Grandmore complex, 1 to 12 percent slopes---------------| 2,695 | 0.4

GdmB |Grandmore fine sandy loam, 1 to 3 percent slopes-------------------------| 2,951 | 0.4

GfsA |Gracemore fine sandy loam, saline, 0 to 1 percent slopes, occasionally | |

 | flooded-----------------------------------------------------------------| 690 | 0.1

GmrA |Gracemont fine sandy loam, 0 to 1 percent slopes, rarely flooded---------| 447 | *

GmsA |Gracemont fine sandy loam, saline, 0 to 1 percent slopes, rarely flooded-| 752 | 0.1

GrmA |Gracemore fine sandy loam, saline, 0 to 1 percent slopes, rarely flooded-| 2,565 | 0.4

HdGB |Hardeman-Grandmore complex, 1 to 3 percent slopes------------------------| 2,587 | 0.4

HdGC |Hardeman-Grandmore complex, 3 to 5 percent slopes------------------------| 398 | *

HdmB |Hardeman fine sandy loam, 1 to 3 percent slopes--------------------------| 12,479 | 1.9

HdmC |Hardeman fine sandy loam, 3 to 5 percent slopes--------------------------| 2,874 | 0.4

IreA |Irene silt loam, 0 to 1 percent slopes-----------------------------------| 2,720 | 0.4

IreB |Irene silt loam, 1 to 3 percent slopes-----------------------------------| 1,334 | 0.2

IreC |Irene silt loam, 3 to 5 percent slopes-----------------------------------| 172 | *

IreD |Irene silt loam, 5 to 8 percent slopes-----------------------------------| 56 | *

JssF |Jester sand, 5 to 12 percent slopes--------------------------------------| 7,805 | 1.2

JstC |Jester loamy fine sand, 1 to 5 percent slopes----------------------------| 11,579 | 1.7

KidB |Kingsdown fine sandy loam, 1 to 3 percent slopes-------------------------| 2,782 | 0.4

KiHE |Kingsdown-Hardeman complex, 0 to 12 percent slopes-----------------------| 4,923 | 0.7

LgtA |Lugert silt loam, 0 to 1 percent slopes, occasionally flooded------------| 1,388 | 0.2

LiJC |Lincoln-Jester complex, 0 to 5 percent slopes, rarely flooded------------| 4,483 | 0.7

LikB |Likes fine sandy loam, 1 to 3 percent slopes-----------------------------| 1,784 | 0.3

LisA |Lincoln sand, 0 to 1 percent slopes, frequently flooded------------------| 1,036 | 0.2

LncA |Lincoln clay loam, 0 to 1 percent slopes, rarely flooded-----------------| 6,152 | 0.9

LRoE |Laverne-Rock outcrop complex, 1 to 12 percent slopes---------------------| 1,325 | 0.2

LshA |Lesho clay loam, 0 to 1 percent slopes, rarely flooded-------------------| 2,313 | 0.3

 | | |

 * See footnote at end of table.
12 Soil Survey

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

______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

_______|_________________________________________________________________________|____________|_______

 | | |

LsoA |Lincoln sand, 0 to 1 percent slopes, occasionally flooded----------------| 11,829 | 1.8

M-W |Miscellaneous water------------------------------------------------------| 62 | *

MLBB |Mobeetie-Likes-Berda complex, 1 to 3 percent slopes----------------------| 9,093 | 1.4

MLBC |Mobeetie-Likes-Berda complex, 3 to 5 percent slopes----------------------| 5,264 | 0.8

MLBE |Mobeetie-Likes-Berda complex, 5 to 12 percent slopes---------------------| 5,841 | 0.9

MnsB |Mansic clay loam, 1 to 3 percent slopes----------------------------------| 2,872 | 0.4

MnsC |Mansic clay loam, 3 to 5 percent slopes----------------------------------| 2,210 | 0.3

MsnB |Manson loam, 1 to 3 percent slopes---------------------------------------| 4,380 | 0.7

MsnC |Manson loam, 3 to 5 percent slopes---------------------------------------| 658 | *

MsnC2 |Manson loam, 3 to 5 percent slopes, eroded-------------------------------| 534 | *

OMBE |Oklark-Mansic-Berda complex, 5 to 12 percent slopes----------------------| 6,030 | 0.9

OMBG |Oklark-Mansic-Berda complex, 12 to 45 percent slopes---------------------| 4,238 | 0.6

PdoA |Paloduro clay loam, 0 to 1 percent slopes--------------------------------| 1,023 | 0.2

PdoB |Paloduro clay loam, 1 to 3 percent slopes--------------------------------| 499 | *

PdoC2 |Paloduro clay loam, 3 to 5 percent slopes, eroded------------------------| 98 | *

PIT |Pits---------------------------------------------------------------------| 194 | *

PlmB |Plemons loam, 1 to 3 percent slopes--------------------------------------| 3,648 | 0.5

PlmC |Plemons loam, 3 to 5 percent slopes--------------------------------------| 2,453 | 0.4

PlmD |Plemons loam, 5 to 8 percent slopes--------------------------------------| 141 | *

QnWC3 |Quinlan-Woodward complex, 3 to 5 percent slopes, severely eroded---------| 3,514 | 0.5

QnWD |Quinlan-Woodward complex, 5 to 8 percent slopes--------------------------| 8,552 | 1.3

QnWE |Quinlan-Woodward complex, 5 to 12 percent slopes-------------------------| 656 | *

QRWG |Quinlan-Rock outcrop-Woodward complex, 5 to 45 percent slopes------------| 2,789 | 0.4

QRYG |Quinlan-Rock outcrop-Yomont complex, 0 to 45 percent slopes--------------| 53,004 | 8.0

QWDE |Quinlan-Woodward-Deepwood complex, 5 to 12 percent slopes----------------| 47,923 | 7.2

QWRC |Quinlan-Woodward-Rock outcrop complex, 1 to 5 percent slopes-------------| 1,150 | 0.2

RoCH |Rock outcrop-Cottonwood complex, 12 to 80 percent slopes-----------------| 13,254 | 2.0

RssA |Rosston clay, ponded, 0 to 1 percent slopes------------------------------| 778 | 0.1

SAL |Salt flats, 0 to 1 percent slopes----------------------------------------| 700 | 0.1

SelA |Selman silt loam, 0 to 1 percent slopes----------------------------------| 2,701 | 0.4

SelB |Selman silt loam, 1 to 3 percent slopes----------------------------------| 48,695 | 7.3

SelC |Selman silt loam, 3 to 5 percent slopes----------------------------------| 17,725 | 2.7

SelC2 |Selman silt loam, 3 to 5 percent slopes, eroded--------------------------| 8,132 | 1.2

SelD |Selman silt loam, 5 to 8 percent slopes----------------------------------| 3,544 | 0.5

SelD2 |Selman silt loam, 5 to 8 percent slopes, eroded--------------------------| 2,389 | 0.4

SprA |Spur loam, 0 to 1 percent slopes, rarely flooded-------------------------| 3,288 | 0.5

SpsA |Spur loam, saline, 0 to 1 percent slopes, rarely flooded-----------------| 807 | 0.1

StpA |St. Paul silt loam, 0 to 1 percent slopes--------------------------------| 12,620 | 1.9

StpB |St. Paul silt loam, 1 to 3 percent slopes--------------------------------| 19,032 | 2.9

StpC |St. Paul silt loam, 3 to 5 percent slopes--------------------------------| 2,425 | 0.4

StpD |St. Paul silt loam, 5 to 8 percent slopes--------------------------------| 1,227 | 0.2

TeWE |Teagard-Wellsford complex, 1 to 12 percent slopes------------------------| 235 | *

TexA |Texroy loam, 0 to 1 percent slopes---------------------------------------| 160 | *

TexB |Texroy loam, 1 to 3 percent slopes---------------------------------------| 1,257 | 0.2

TexC |Texroy loam, 3 to 5 percent slopes---------------------------------------| 207 | *

TipA |Tipton loam, 0 to 1 percent slopes---------------------------------------| 717 | 0.1

TipB |Tipton loam, 1 to 3 percent slopes---------------------------------------| 1,934 | 0.3

TipC |Tipton loam, 3 to 5 percent slopes---------------------------------------| 266 | *

TipD |Tipton loam, 5 to 8 percent slopes---------------------------------------| 72 | *

TRQC |Talpa-Rock outcrop-Quinlan complex, 1 to 5 percent slopes----------------| 1,943 | 0.3

TvlC |Tivoli fine sand, 1 to 5 percent slopes----------------------------------| 1,869 | 0.3

TvlE |Tivoli fine sand, 5 to 12 percent slopes---------------------------------| 20,603 | 3.1

TvlG |Tivoli fine sand, 12 to 45 percent slopes--------------------------------| 10,410 | 1.6

VerB |Vernon clay loam, 1 to 3 percent slopes----------------------------------| 2,869 | 0.4

VerC |Vernon clay loam, 3 to 5 percent slopes----------------------------------| 8,313 | 1.3

VerD |Vernon clay loam, 5 to 8 percent slopes----------------------------------| 2,380 | 0.4

VrrB |Vernon sandy loam, 1 to 3 percent slopes, overblown----------------------| 906 | 0.1

VrrC |Vernon sandy loam, 3 to 5 percent slopes, overblown----------------------| 724 | 0.1

W |Water--------------------------------------------------------------------| 2,319 | 0.3

WodA |Woods clay loam, 0 to 1 percent slopes-----------------------------------| 189 | *

WodB |Woods clay loam, 1 to 3 percent slopes-----------------------------------| 1,398 | 0.2

 | | |

 * See footnote at end of table.
Harper County, Oklahoma 13

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

______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

_______|_________________________________________________________________________|____________|_______

 | | |

WodC |Woods clay loam, 3 to 5 percent slopes-----------------------------------| 288 | *

WQHE |Westola-Quinlan-Hardeman complex, 0 to 12 percent slopes-----------------| 41,808 | 6.3

WQnB |Woodward-Quinlan complex, 1 to 3 percent slopes--------------------------| 16,751 | 2.5

WQnC |Woodward-Quinlan complex, 3 to 5 percent slopes--------------------------| 35,359 | 5.3

WslA |Westola fine sandy loam, 0 to 1 percent slopes, occasionally flooded-----| 2,234 | 0.3

WstA |Westola fine sandy loam, 0 to 1 percent slopes, rarely flooded-----------| 6,688 | 1.0

YmrA |Yomont loam, 0 to 1 percent slopes, rarely flooded-----------------------| 296 | *

YmtA |Yomont loam, 0 to 1 percent slopes, occasionally flooded-----------------| 1,599 | 0.2

 | |____________|_______

 | Total---------------------------------------------------------------| 664,858 | 100.0

_______|_________________________________________________________________________|____________|_______

 * Less than 0.1 percent.
14 Soil Survey

AbbA—Abbie loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 12 inches; loam

Bt—12 to 23 inches; loam

Btk—23 to 42 inches; clay loam

C—42 to 80 inches; loam

Location of representative profile: About 1,850 feet south and 300 feet west of the

northeast corner of sec. 33, T. 28 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AbbB—Abbie loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county
Harper County, Oklahoma 15

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 95 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

Ap—0 to 12 inches; loam

Bt—12 to 24 inches; clay loam

Btk—24 to 44 inches; clay loam

Akb—44 to 49 inches; loam

Btkb—49 to 91 inches; clay loam

Location of representative profile: About 1,700 feet south and 1,800 feet west of the

northeast corner of sec. 23, T. 28 N., R. 26 W. (fig. 2)

Minor Components

• Kingsdown and similar soils: 3 percent

• Frankirk and similar soils: 2 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AbbB2—Abbie loam, 1 to 3 percent slopes, eroded

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county
16 Soil Survey

Figure 2.—Profile of a soil in the Abbie series.
Harper County, Oklahoma 17

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits and shoulders

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY848OK, Reseeded Limy Upland

Representative profile:

A—0 to 7 inches; loam

Bt—7 to 17 inches; clay loam

Btk—17 to 32 inches; clay loam

BCk—32 to 42 inches; clay loam

C—42 to 80 inches; sandy clay loam

Location of representative profile: About 450 feet north and 1,325 feet west of the

southeast corner of sec. 13, T. 28 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AbbC—Abbie loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days
18 Soil Survey

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 95 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 14 inches; loam

Bt—14 to 26 inches; sandy clay loam

Btk—26 to 38 inches; sandy clay loam

BCk—38 to 56 inches; loam

C—56 to 80 inches; loam

Location of representative profile: About 2,600 feet south and 1,900 feet west of the

northeast corner of sec. 28, T. 25 N., R. 21 W.

Minor Components

• Kingsdown and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AbbC2—Abbie loam, 3 to 5 percent slopes, eroded

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres
Harper County, Oklahoma 19

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY848OK, Reseeded Limy Upland

Representative profile:

A—0 to 12 inches; loam

Bt—12 to 23 inches; loam

Btk—23 to 37 inches; loam

BCk—37 to 51 inches; loam

C—51 to 80 inches; sandy loam

Location of representative profile: About 500 feet north and 150 feet west of the

southeast corner of sec. 25, T. 28 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AbsB—Abilene silt loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abilene and similar soils

Extent of the component in the map unit: 85 percent

Geomorphic setting: Paleoterraces on uplands
20 Soil Survey

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY041OK, Hardland (north)

Representative profile:

A—0 to 9 inches; silt loam

BA—9 to 18 inches; silty clay loam

Bt—18 to 26 inches; silty clay

Btk—26 to 57 inches; silty clay

C—57 to 80 inches; silty clay

Location of representative profile: About 2,600 feet south and 1,300 feet west of the

northeast corner of sec. 13, T. 28 N., R. 24 W.

Minor Components

• St. Paul and similar soils: 10 percent

• Selman and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AclA—Abbie clay loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 87 percent

Geomorphic setting: Paleoterraces on uplands
Harper County, Oklahoma 21

Position on landform: Summits

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

Ap—0 to 13 inches; clay loam

Bt—13 to 24 inches; clay loam

Btk—24 to 61 inches; clay loam

Akb—61 to 67 inches; clay loam

Bkb—67 to 80 inches; sandy clay loam

Location of representative profile: About 1,250 feet north and 1,500 feet east of the

southwest corner of sec. 14, T. 27 N., R. 25 W.

Minor Components

• Paloduro and similar soils: 9 percent

• Grandmore and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AflB—Abbie fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands
22 Soil Survey

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY049OK, Limy Sandy Plains

Representative profile:

Ap—0 to 7 inches; fine sandy loam

Btk1—7 to 14 inches; sandy clay loam

Btk2—14 to 47 inches; clay loam

Btk3—47 to 80 inches; sandy clay loam

Location of representative profile: About 1,000 feet south and 100 feet west of the

northeast corner of sec. 30, T. 27 N., R. 24 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

AflC—Abbie fine sandy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Abbie and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: More than 60 inches
Harper County, Oklahoma 23

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 8.9 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY049OK, Limy Sandy Plains

Representative profile:

A—0 to 13 inches; fine sandy loam

Bt—13 to 27 inches; loam

Btk—27 to 45 inches; loam

BCk—45 to 57 inches; sandy loam

C—57 to 80 inches; sandy loam

Location of representative profile: About 1,350 feet south and 300 feet east of the

northwest corner of sec. 20, T. 28 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

BdaB—Berda loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Berda and similar soils

Extent of the component in the map unit: 84 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained
24 Soil Survey

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 6 inches; loam

Bk1—6 to 19 inches; loam

Bk2—19 to 39 inches; loam

Bk3—39 to 80 inches; loam

Location of representative profile: About 1,200 feet north and 650 feet west of the

southeast corner of sec. 29, T. 28 N., R. 25 W.

Minor Components

• Mobeetie and similar soils: 16 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

BdaC—Berda loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Berda and similar soils

Extent of the component in the map unit: 80 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: More than 6 feet
Harper County, Oklahoma 25

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 8 inches; loam

Bk1—8 to 17 inches; loam

Bk2—17 to 25 inches; loam

Bk3—25 to 35 inches; loam

C—35 to 80 inches; loam

Location of representative profile: About 600 feet north and 1,400 feet west of the

southeast corner of sec. 35, T. 29 N., R. 23 W.

Minor Components

• Mobeetie and similar soils: 20 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

BdaD—Berda loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Berda and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None
26 Soil Survey

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 9 inches; loam

Bk1—9 to 25 inches; clay loam

Bk2—25 to 46 inches; loam

C—46 to 80 inches; fine sandy loam

Location of representative profile: About 1,100 feet north and 2,075 feet west of the

southeast corner of sec. 10, T. 27 N., R. 24 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

CRVE—Cottonwood-Rock outcrop-Vinson complex, 3 to

12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Cottonwood and similar soils

Extent of the component in the map unit: 37 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from gypsum

Slope: 3 to 12 percent

Runoff: High

Soil depth: 3 to 12 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 1.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7s

Ecological site number and name—078XY038OK, Gyp
Harper County, Oklahoma 27

Representative profile:

A—0 to 8 inches; loam

Cr—8 to 12 inches; gypsum bedrock

Location of representative profile: About 1,650 feet north and 1,300 feet west of the

southeast corner of sec. 33, T. 28 N., R. 20 W.

Rock outcrop

Extent of the component in the map unit: 28 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Gypsum

Slope: 3 to 12 percent

Runoff: High

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 1,700 feet north and 1,300 feet west of the

southeast corner of sec. 33, T. 28 N., R. 20 W.

Vinson and similar soils

Extent of the component in the map unit: 12 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from gypsum

Slope: 3 to 5 percent

Runoff: High

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Very slow

Drainage class: Well drained

Available water capacity: About 6.4 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 10 inches; loam

Bk1—10 to 23 inches; loam

Bk2—23 to 34 inches; loam

Cr—34 to 38 inches; gypsum bedrock

Location of representative profile: About 600 feet north and 1,550 feet west of the

southeast corner of sec. 33, T. 28 N., R. 20 W.

Minor Components

• Selman and similar soils: 7 percent

• Knoco and similar soils: 6 percent

• Burford and similar soils: 5 percent

• Tillman and similar soils: 5 percent
28 Soil Survey

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DAM—Large dam

Map Unit Setting

Major land resource area: 78C

Elevation: 700 to 2,000 feet

Mean annual precipitation: 22 to 40 inches

Mean annual air temperature: 57 to 64 degrees F

Frost-free period: 185 to 230 days

Major Component Description

Dam

Extent of the component in the map unit: 100 percent

Geomorphic setting: Hills on uplands

Parent material: Mine spoil or earthy fill derived from sandstone and shale

Slope: 0 to 45 percent

Runoff: Very high

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 480 feet north and 1,350 feet west of the

southeast corner of sec. 22, T. 13 N., R. 4 W.

Management

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DevE—Devol loamy fine sand, 8 to 12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Devol and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Interdune areas and dunes in dune fields on sandhills on

uplands

Parent material: Eolian sands

Slope: 8 to 12 percent

Runoff: Low

Soil depth: More than 60 inches
Harper County, Oklahoma 29

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY014OK, Deep Sand

Representative profile:

A—0 to 8 inches; loamy fine sand

Bt—8 to 23 inches; fine sandy loam

BC—23 to 43 inches; loamy fine sand

C—43 to 80 inches; loamy fine sand

Location of representative profile: About 2,850 feet north and 1,950 feet east of the

southwest corner of sec. 31, T. 25 N., R. 20 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DpwB—Deepwood loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Deepwood and similar soils

Extent of the component in the map unit: 82 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes and footslopes

Parent material: Colluvium from sandstone

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 11.3 inches

Depth to a seasonal high water table: More than 6 feet
30 Soil Survey

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 6 inches; loam

Bk1—6 to 21 inches; loam

Bk2—21 to 43 inches; loam

BC—43 to 59 inches; loam

C—59 to 80 inches; loam

Location of representative profile: About 1,050 feet south and 2,450 feet east of the

northwest corner of sec. 34, T. 28 N., R. 23 W.

Minor Components

• Hardeman and similar soils: 9 percent

• Selman and similar soils: 6 percent

• Woodward and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DpwC—Deepwood loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Deepwood and similar soils

Extent of the component in the map unit: 79 percent

Geomorphic setting: Hills on uplands

Position on landform: Footslopes

Parent material: Colluvium from sandstone

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 11.3 inches

Depth to a seasonal high water table: More than 6 feet
Harper County, Oklahoma 31

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 10 inches; loam

Bw—10 to 23 inches; loam

Bk—23 to 36 inches; loam

BCk—36 to 60 inches; loam

C—60 to 80 inches; loam

Location of representative profile: About 650 feet south and 500 feet east of the

northwest corner of sec. 33, T. 28 N., R. 23 W.

Minor Components

• St. Paul and similar soils: 14 percent

• Woodward and similar soils: 7 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DpwD—Deepwood loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Deepwood and similar soils

Extent of the component in the map unit: 90 percent

Geomorphic setting: Hills on uplands

Position on landform: Footslopes

Parent material: Colluvium from sandstone

Slope: 5 to 8 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 11.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None
32 Soil Survey

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

Ap—0 to 12 inches; loam

Bw1—12 to 29 inches; loam

Bw2—29 to 51 inches; loam

BC—51 to 80 inches; very fine sandy loam

Location of representative profile: About 5,000 feet south and 2,800 feet east of the

northwest corner of sec. 31, T. 26 N., R. 21 W. (fig. 3)

Minor Components

• Hardeman and similar soils: 5 percent

• Quinlan and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DpwE—Deepwood loam, 8 to 12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Deepwood and similar soils

Extent of the component in the map unit: 89 percent

Geomorphic setting: Hills on uplands

Position on landform: Footslopes

Parent material: Colluvium from sandstone

Slope: 8 to 12 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 11.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)
Harper County, Oklahoma 33

Figure 3.—Profile of a soil in the Deepwood series.
34 Soil Survey

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 27 inches; loam

Bk—27 to 53 inches; loam

C—53 to 80 inches; loam

Location of representative profile: About 250 feet south and 1,500 feet west of the

northeast corner of sec. 31, T. 27 N., R. 23 W.

Minor Components

• Woodward and similar soils: 11 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DvlB—Devol fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Devol and similar soils

Extent of the component in the map unit: 83 percent

Geomorphic setting: Interdune areas and dunes in dune fields on sandhills on

uplands

Parent material: Eolian sands

Slope: 1 to 3 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A1—0 to 5 inches; fine sandy loam

A2—5 to 13 inches; fine sandy loam
Harper County, Oklahoma 35

Bt—13 to 29 inches; fine sandy loam

Btk—29 to 42 inches; fine sandy loam

C—42 to 80 inches; loamy fine sand

Location of representative profile: About 2,000 feet north and 600 feet east of the

southwest corner of sec. 15, T. 27 N., R. 25 W.

Minor Components

• Grandmore and similar soils: 10 percent

• Grandfield and similar soils: 7 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DvlC—Devol fine sandy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Devol and similar soils

Extent of the component in the map unit: 93 percent

Geomorphic setting: Interdune areas and dunes in dune fields on sandhills on

uplands

Parent material: Eolian sands

Slope: 3 to 5 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.4 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 6 inches; fine sandy loam

Bt—6 to 23 inches; fine sandy loam
36 Soil Survey

Bw—23 to 38 inches; fine sandy loam

2Bk—38 to 49 inches; loamy fine sand

2Bw—49 to 80 inches; loamy fine sand

Location of representative profile: About 1,800 feet north and 500 feet east of the

southwest corner of sec. 6, T. 27 N., R. 25 W. (fig. 4)

Figure 4.—Profile of a soil in the Devol series.
Harper County, Oklahoma 37

Minor Components

• Eda and similar soils: 3 percent

• Grandfield and similar soils: 2 percent

• Grandmore and similar soils: 2 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

DvlD—Devol fine sandy loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Devol and similar soils

Extent of the component in the map unit: 90 percent

Geomorphic setting: Dunes in dune fields on sandhills on uplands

Parent material: Eolian sands

Slope: 5 to 8 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 6 inches; fine sandy loam

Bt1—6 to 16 inches; fine sandy loam

Bt2—16 to 25 inches; fine sandy loam

BC—25 to 43 inches; fine sandy loam

C—43 to 80 inches; loamy fine sand

Location of representative profile: About 1,400 feet south and 1,600 feet east of the

northwest corner of sec. 30, T. 25 N., R. 20 W.
38 Soil Survey

Minor Components

• Grandfield and similar soils: 10 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

EdlC—Eda loamy sand, 1 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 500 acres

Major Component Description

Eda and similar soils

Extent of the component in the map unit: 86 percent

Geomorphic setting: Dunes in dune fields in river valleys

Parent material: Eolian sands

Slope: 1 to 5 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Somewhat excessively drained

Available water capacity: About 4.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY014OK, Deep Sand

Representative profile:

A—0 to 7 inches; loamy sand

Bt—7 to 15 inches; loamy fine sand

BC—15 to 23 inches; loamy fine sand

C—23 to 80 inches; fine sand

Location of representative profile: About 1,000 feet north and 850 feet west of the

southeast corner of sec. 29, T. 25 N., R. 22 W.

Minor Components

• Hardeman and similar soils: 14 percent
Harper County, Oklahoma 39

Management

Major uses: Rangeland (fig. 5)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

EdlE—Eda loamy sand, 5 to 12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 500 acres

Major Component Description

Eda and similar soils

Extent of the component in the map unit: 75 percent

Geomorphic setting: Dunes in dune fields in river valleys

Parent material: Eolian sands

Slope: 5 to 12 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Figure 5.—Native range in an area of Eda loamy sand, 1 to 5 percent slopes.
40 Soil Survey

Drainage class: Somewhat excessively drained

Available water capacity: About 4.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY022OK, Dune

Representative profile:

A—0 to 10 inches; loamy sand

Bt—10 to 19 inches; loamy fine sand

BC—19 to 28 inches; loamy fine sand

C—28 to 45 inches; loamy sand

2C—45 to 104 inches; sand

Location of representative profile: About 4,200 feet south and 2,200 feet west of the

northeast corner of sec. 26, T. 25 N., R. 22 W. (fig. 6)

Minor Components

• Devol and similar soils: 7 percent

• Tipton and similar soils: 7 percent

• Berda and similar soils: 4 percent

• Hardeman and similar soils: 4 percent

• Grandfield and similar soils: 3 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FayB—Farry fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Farry and similar soils

Extent of the component in the map unit: 93 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate
Harper County, Oklahoma 41

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Figure 6.—Profile of a soil in the Eda series.
42 Soil Survey

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

Ap—0 to 13 inches; fine sandy loam

Bt—13 to 35 inches; sandy clay loam

Btk—35 to 47 inches; sandy clay loam

C—47 to 80 inches; sandy loam

Location of representative profile: About 1,100 feet south and 700 feet east of the

northwest corner of sec. 16, T. 29 N., R. 21 W.

Minor Components

• Fortyone and similar soils: 7 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FayC—Farry fine sandy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Farry and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 7.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e
Harper County, Oklahoma 43

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 12 inches; fine sandy loam

Bt1—12 to 19 inches; fine sandy loam

Bt2—19 to 28 inches; sandy clay loam

BCk—28 to 42 inches; sandy loam

C—42 to 80 inches; sandy loam

Location of representative profile: About 700 feet south and 400 feet east of the

northwest corner of sec. 17, T. 29 N., R. 23 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FoFE—Fortyone-Farry complex, 5 to 12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Fortyone and similar soils

Extent of the component in the map unit: 70 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 5.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 8 inches; sandy loam

Bt—8 to 16 inches; sandy loam
44 Soil Survey

Bw—16 to 24 inches; sandy loam

C1—24 to 34 inches; loamy sand

C2—34 to 80 inches; loamy sand

Location of representative profile: About 1,800 feet south and 2,500 feet east of the

northwest corner of sec. 11, T. 27 N., R. 24 W.

Farry and similar soils

Extent of the component in the map unit: 30 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders and backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 7.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 10 inches; sandy loam

Bt1—10 to 18 inches; sandy clay loam

Bt2—18 to 25 inches; sandy loam

C1—25 to 36 inches; loamy coarse sand

C2—36 to 80 inches; loamy coarse sand

Location of representative profile: About 1,600 feet south and 2,300 feet east of the

northwest corner of sec. 11, T. 27 N., R. 24 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FrkA—Frankirk silt loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres
Harper County, Oklahoma 45

Major Component Description

Frankirk and similar soils

Extent of the component in the map unit: 77 percent

Geomorphic setting: Terraces on uplands

Position on landform: Treads

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—078XY041OK, Hardland (north)

Representative profile:

Ap—0 to 8 inches; silt loam

BA—8 to 15 inches; silty clay loam

Bt—15 to 24 inches; silty clay loam

Btk—24 to 58 inches; silty clay loam

BCk—58 to 80 inches; silt loam

Location of representative profile: About 1,600 feet north and 800 feet west of the

southeast corner of sec. 24, T. 29 N., R. 22 W.

Minor Components

• Selman and similar soils: 17 percent

• St. Paul and similar soils: 6 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FrkB—Frankirk silt loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres
46 Soil Survey

Major Component Description

Frankirk and similar soils

Extent of the component in the map unit: 85 percent

Geomorphic setting: Terraces on uplands

Position on landform: Treads

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 9.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY041OK, Hardland (north)

Representative profile:

Ap—0 to 7 inches; silt loam

BA—7 to 18 inches; silty clay loam

Bt—18 to 37 inches; silty clay loam

Btk—37 to 65 inches; silty clay loam

BCk—65 to 80 inches; loam

Location of representative profile: About 900 feet north and 2,400 feet east of the

southwest corner of sec. 24, T. 29 N., R. 22 W.

Minor Components

• Farry and similar soils: 5 percent

• Quinlan and similar soils: 5 percent

• Selman and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FtnB—Fortyone sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days
Harper County, Oklahoma 47

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Fortyone and similar soils

Extent of the component in the map unit: 90 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 4.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Land capability classification, irrigated—2e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 7 inches; sandy loam

Bt1—7 to 13 inches; sandy loam

Bt2—13 to 21 inches; coarse sandy loam

C—21 to 80 inches; loamy coarse sand

Location of representative profile: About 1,800 feet north and 900 feet west of the

southeast corner of sec. 29, T. 25 N., R. 21 W.

Minor Components

• Farry and similar soils: 6 percent

• Grandfield and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FtnC—Fortyone sandy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days
48 Soil Survey

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Fortyone and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 8 inches; sandy loam

Bt—8 to 30 inches; sandy loam

BC—30 to 48 inches; coarse sandy loam

C—48 to 80 inches; gravelly sand

Location of representative profile: About 1,100 feet south and 600 feet west of the

northeast corner of sec. 31, T. 25 N., R. 21 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

FtnD—Fortyone sandy loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Fortyone and similar soils

Extent of the component in the map unit: 90 percent
Harper County, Oklahoma 49

Geomorphic setting: Paleoterraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

Ap—0 to 6 inches; sandy loam

Bt1—6 to 18 inches; loam

Bt2—18 to 27 inches; sandy loam

BC—27 to 39 inches; sandy loam

C—39 to 80 inches; sandy loam

Location of representative profile: About 2,600 feet south and 1,000 feet west of the

northeast corner of sec. 28, T. 25 N., R. 21 W.

Minor Components

• Likes and similar soils: 10 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GcsA—Gracemore fine sandy loam, 0 to 1 percent slopes,

rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Gracemore and similar soils

Extent of the component in the map unit: 85 percent
50 Soil Survey

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Somewhat poorly drained

Available water capacity: About 5.6 inches

Depth to a seasonal high water table: 0.5 to 2.1 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4w

Land capability classification, irrigated—4w

Ecological site number and name—078XY095OK, Subirrigated

Representative profile:

A—0 to 9 inches; fine sandy loam

C1—9 to 16 inches; loamy fine sand

C2—16 to 25 inches; fine sand

Ab—25 to 36 inches; clay loam

Cb—36 to 80 inches; fine sandy loam

Location of representative profile: About 800 feet south and 1,550 feet west of the

northeast corner of sec. 16, T. 26 N., R. 25 W.

Minor Components

• Spur and similar soils: 10 percent

• Gracemont and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GdfB—Grandfield fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Grandfield and similar soils

Extent of the component in the map unit: 94 percent

Geomorphic setting: Sand sheets on terraces on uplands
Harper County, Oklahoma 51

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

Ap—0 to 12 inches; fine sandy loam

Btk1—12 to 47 inches; sandy clay loam

2Btk2—47 to 56 inches; clay loam

3Btk3—56 to 68 inches; sandy loam

3BC—68 to 94 inches; sandy loam

Location of representative profile: About 1,500 feet south and 400 feet east of the

northwest corner of sec. 5, T. 27 N., R. 25 W. (fig. 7)

Minor Components

• Fortyone and similar soils: 3 percent

• Hardeman and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GdfC—Grandfield fine sandy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Grandfield and similar soils

Extent of the component in the map unit: 92 percent

Geomorphic setting: Sand sheets on terraces on uplands
52 Soil Survey

Position on landform: Backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Figure 7.—Profile of a soil in the Grandfield series.
Harper County, Oklahoma 53

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 8 inches; fine sandy loam

Bt1—8 to 25 inches; sandy clay loam

Bt2—25 to 43 inches; sandy clay loam

Bt3—43 to 61 inches; sandy clay loam

BC—61 to 80 inches; sandy loam

Location of representative profile: About 8,150 feet north and 300 feet west of the

southeast corner of sec. 25, T. 25 N., R. 21 W.

Minor Components

• Hardeman and similar soils: 8 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GDGE—Grandfield-Devol-Grandmore complex, 1 to 12

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Grandfield and similar soils

Extent of the component in the map unit: 48 percent

Geomorphic setting: Sand sheets on terraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate
54 Soil Survey

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 8 inches; loam

Bt1—8 to 16 inches; loam

Bt2—16 to 36 inches; clay loam

BCk—36 to 60 inches; loam

C—60 to 80 inches; fine sandy loam

Location of representative profile: About 3,500 feet north and 900 feet west of the

southeast corner of sec. 24, T. 25 N., R. 22 W.

Devol and similar soils

Extent of the component in the map unit: 32 percent

Geomorphic setting: Dunes in dune fields on sandhills on uplands

Position on landform: Backslopes

Parent material: Eolian sands

Slope: 5 to 12 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 6.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 13 inches; fine sandy loam

Bt—13 to 29 inches; fine sandy loam

Bk1—29 to 38 inches; fine sandy loam

Bk2—38 to 45 inches; loamy fine sand

C—45 to 80 inches; loamy fine sand

Location of representative profile: About 3,400 feet north and 900 feet west of the

southeast corner of sec. 24, T. 25 N., R. 22 W.

Grandmore and similar soils

Extent of the component in the map unit: 20 percent

Geomorphic setting: Sand sheets on terraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent
Harper County, Oklahoma 55

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Moderately well drained

Available water capacity: About 8.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 15 inches; fine sandy loam

Bt—15 to 30 inches; fine sandy loam

2Btkb—30 to 54 inches; sandy clay loam

2BCb—54 to 70 inches; clay loam

2Cb—70 to 80 inches; fine sandy loam

Location of representative profile: About 3,000 feet north and 900 feet west of the

southeast corner of sec. 24, T. 25 N., R. 22 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GdmB—Grandmore fine sandy loam, 1 to 3 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Grandmore and similar soils

Extent of the component in the map unit: 86 percent

Geomorphic setting: Sand sheets on terraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate
56 Soil Survey

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Moderately well drained

Available water capacity: About 8.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

Ap—0 to 10 inches; fine sandy loam

Bt—10 to 22 inches; fine sandy loam

Btk1—22 to 34 inches; loam

Btk2—34 to 47 inches; loam

2Btkb—47 to 80 inches; sandy clay loam

Location of representative profile: About 2,500 feet south and 500 feet east of the

northwest corner of sec. 12, T. 27 N., R. 26 W.

Minor Components

• Hardeman and similar soils: 14 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GfsA—Gracemore fine sandy loam, saline, 0 to 1 percent

slopes, occasionally flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Gracemore and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid
Harper County, Oklahoma 57

Drainage class: Somewhat poorly drained

Available water capacity: About 4.2 inches

Depth to a seasonal high water table: 0.5 to 2.5 feet

Flooding: Occasional

Ponding: None

Other properties: Saline within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—4w

Ecological site number and name—078XY097OK, Subirrigated (saline)

Representative profile:

A—0 to 8 inches; fine sandy loam

AC—8 to 22 inches; fine sand

C—22 to 80 inches; fine sand

Location of representative profile: About 1,500 feet south and 3,100 feet west of the

northeast corner of sec. 13, T. 27 N., R. 20 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GmrA—Gracemont fine sandy loam, 0 to 1 percent slopes,

rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Gracemont and similar soils

Extent of the component in the map unit: 91 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Poorly drained

Available water capacity: About 9.2 inches

Depth to a seasonal high water table: 0.5 to 1.5 feet

Flooding: Rare

Ponding: None
58 Soil Survey

Interpretive groups:

Land capability classification, nonirrigated—4w

Land capability classification, irrigated—4w

Ecological site number and name—078XY095OK, Subirrigated

Representative profile:

A—0 to 7 inches; fine sandy loam

C1—7 to 29 inches; fine sandy loam

C2—29 to 45 inches; fine sandy loam

C3—45 to 80 inches; fine sandy loam

Location of representative profile: About 3,300 feet north and 225 feet west of the

southeast corner of sec. 36, T. 26 N., R. 25 W.

Minor Components

• Spur and similar soils: 5 percent

• Lesho and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GmsA—Gracemont fine sandy loam, saline, 0 to 1 percent

slopes, rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Gracemont and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Poorly drained

Available water capacity: About 9.2 inches

Depth to a seasonal high water table: 0.5 to 1.5 feet

Flooding: Rare

Ponding: None

Other properties: Saline within a depth of 30 inches
Harper County, Oklahoma 59

Interpretive groups:

Land capability classification, nonirrigated—4w

Ecological site number and name—078XY097OK, Subirrigated (saline)

Representative profile:

A—0 to 7 inches; fine sandy loam

C—7 to 22 inches; fine sandy loam

Ab—22 to 31 inches; loam

Cb1—31 to 62 inches; clay loam

Cb2—62 to 80 inches; loamy sand

Location of representative profile: About 3,250 feet north and 1,900 feet east of the

southwest corner of sec. 30, T. 29 N., R. 25 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

GrmA—Gracemore fine sandy loam, saline, 0 to 1 percent

slopes, rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Gracemore and similar soils

Extent of the component in the map unit: 95 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Somewhat poorly drained

Available water capacity: About 4.6 inches

Depth to a seasonal high water table: 0.5 to 2.1 feet

Flooding: Rare

Ponding: None

Other properties: Saline within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—4w

Ecological site number and name—078XY097OK, Subirrigated (saline)
60 Soil Survey

Representative profile:

A—0 to 13 inches; fine sandy loam

C1—13 to 20 inches; loamy fine sand

C2—20 to 30 inches; fine sand

Ab—30 to 49 inches; clay loam

Cb—49 to 80 inches; fine sandy loam

Location of representative profile: About 100 feet north and 1,500 feet east of the

southwest corner of sec. 16, T. 26 N., R. 25 W.

Minor Components

• Gracemont and similar soils: 5 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

HdGB—Hardeman-Grandmore complex, 1 to 3 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Hardeman and similar soils

Extent of the component in the map unit: 60 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie
Harper County, Oklahoma 61

Representative profile:

A—0 to 7 inches; loamy sand

Bw1—7 to 18 inches; loamy coarse sand

Bw2—18 to 37 inches; sandy loam

Ab—37 to 47 inches; loamy sand

Bwb—47 to 106 inches; loamy sand

Location of representative profile: About 600 feet north and 4,200 feet east of the

southwest corner of sec. 18, T. 25 N., R. 22 W.

Grandmore and similar soils

Extent of the component in the map unit: 40 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits and shoulders

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Moderately well drained

Available water capacity: About 8.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 18 inches; fine sandy loam

Bt—18 to 27 inches; fine sandy loam

Btk—27 to 49 inches; sandy clay loam

2Btkb—49 to 60 inches; clay loam

2Cb—60 to 80 inches; clay loam

Location of representative profile: About 600 feet north and 3,550 feet east of the

southwest corner of sec. 18, T. 25 N., R. 22 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

HdGC—Hardeman-Grandmore complex, 3 to 5 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches
62 Soil Survey

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Hardeman and similar soils

Extent of the component in the map unit: 70 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A1—0 to 6 inches; fine sandy loam

A2—6 to 13 inches; fine sandy loam

Bw—13 to 24 inches; fine sandy loam

Bk—24 to 48 inches; fine sandy loam

C—48 to 80 inches; fine sandy loam

Location of representative profile: About 650 feet south and 1,675 feet west of the

northeast corner of sec. 33, T. 25 N., R. 21 W.

Grandmore and similar soils

Extent of the component in the map unit: 25 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders and backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Moderately well drained

Available water capacity: About 8.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e
Harper County, Oklahoma 63

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 15 inches; fine sandy loam

Bt—15 to 30 inches; fine sandy loam

2Btkb—30 to 54 inches; sandy clay loam

2BCb—54 to 70 inches; clay loam

2Cb—70 to 80 inches; fine sandy loam

Location of representative profile: About 650 feet south and 1,675 feet west of the

northeast corner of sec. 33, T. 25 N., R. 21 W.

Minor Components

• Vernon and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

HdmB—Hardeman fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Hardeman and similar soils

Extent of the component in the map unit: 85 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Footslopes

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie
64 Soil Survey

Representative profile:

Ap—0 to 9 inches; fine sandy loam

Bw—9 to 24 inches; fine sandy loam

Bk1—24 to 42 inches; fine sandy loam

Bk2—42 to 53 inches; fine sandy loam

C—53 to 80 inches; fine sandy loam

Location of representative profile: About 1,400 feet south and 1,700 feet east of the

northwest corner of sec. 1, T. 27 N., R. 25 W.

Minor Components

• Abbie and similar soils: 6 percent

• Grandmore and similar soils: 6 percent

• Paloduro and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

HdmC—Hardeman fine sandy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Southern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Hardeman and similar soils

Extent of the component in the map unit: 90 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY073OK, Sandy Prairie
Harper County, Oklahoma 65

Representative profile:

A—0 to 9 inches; fine sandy loam

Bw—9 to 27 inches; fine sandy loam

Bk1—27 to 34 inches; fine sandy loam

Bk2—34 to 59 inches; fine sandy loam

C—59 to 80 inches; fine sandy loam

Location of representative profile: About 2,100 feet north and 100 feet west of the

southeast corner of sec. 2, T. 27 N., R. 25 W.

Minor Components

• Abbie and similar soils: 6 percent

• Grandfield and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

IreA—Irene silt loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Irene and similar soils

Extent of the component in the map unit: 97 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—077EY056OK, Loamy Prairie
66 Soil Survey

Representative profile:

Ap—0 to 8 inches; silt loam

BA—8 to 14 inches; silt loam

Bt—14 to 23 inches; silty clay loam

Btk—23 to 49 inches; silty clay loam

Bk—49 to 80 inches; silt loam

Location of representative profile: About 400 feet south and 300 feet east of the

northwest corner of sec. 13, T. 28 N., R. 26 W.

Minor Components

• Paloduro and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

IreB—Irene silt loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Irene and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.4 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY056OK, Loamy Prairie
Harper County, Oklahoma 67

Representative profile:

Ap—0 to 9 inches; silt loam

Bk—9 to 14 inches; silt loam

Btk1—14 to 29 inches; silty clay loam

Btk2—29 to 44 inches; silty clay loam

Bt—44 to 80 inches; silty clay loam

Location of representative profile: About 100 feet north and 1,450 feet west of the

southeast corner of sec. 12, T. 25 N., R. 21 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

IreC—Irene silt loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Irene and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.4 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY056OK, Loamy Prairie

Representative profile:

Ap—0 to 15 inches; silt loam

Bt—15 to 23 inches; silty clay loam

Btk1—23 to 46 inches; silty clay loam
68 Soil Survey

Btk2—46 to 59 inches; silt loam

Bk—59 to 80 inches; silt loam

Location of representative profile: About 300 feet south and 1,250 feet west of the

northeast corner of sec. 30, T. 25 N., R. 21 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

IreD—Irene silt loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Irene and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—077EY056OK, Loamy Prairie

Representative profile:

Ap—0 to 11 inches; silt loam

Btk1—11 to 22 inches; silty clay loam

Btk2—22 to 36 inches; silty clay loam

BCk—36 to 51 inches; silty clay loam

C—51 to 80 inches; silt loam

Location of representative profile: About 900 feet north and 1,800 feet west of the

southeast corner of sec. 18, T. 28 N., R. 25 W.
Harper County, Oklahoma 69

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

JssF—Jester sand, 5 to 12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 300 acres

Major Component Description

Jester and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Dunes on sandhills in river valleys

Parent material: Eolian sands

Slope: 5 to 12 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY022OK, Dune

Representative profile:

A—0 to 5 inches; sand

AC—5 to 16 inches; sand

C1—16 to 42 inches; sand

2C2—42 to 57 inches; stratified sand

2C3—57 to 80 inches; stratified sand

Location of representative profile: About 1,900 feet north and 2,000 feet west of the

southeast corner of sec. 32, T. 25 N., R. 22 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”
70 Soil Survey

JstC—Jester loamy fine sand, 1 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 300 acres

Major Component Description

Jester and similar soils

Extent of the component in the map unit: 94 percent

Geomorphic setting: Dunes on sandhills in river valleys

Parent material: Eolian sands

Slope: 1 to 5 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY014OK, Deep Sand

Representative profile:

A—0 to 7 inches; loamy fine sand

C1—7 to 40 inches; loamy fine sand

C2—40 to 80 inches; fine sand

Location of representative profile: About 900 feet north and 10 feet west of the

southeast corner of sec. 36, T. 27 N., R. 21 W.

Minor Components

• Westola and similar soils: 6 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

KidB—Kingsdown fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Northern part of the county
Harper County, Oklahoma 71

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Kingsdown and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces in river valleys

Position on landform: Footslopes

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 9.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 14 inches; fine sandy loam

Bk1—14 to 23 inches; fine sandy loam

Bk2—23 to 32 inches; fine sandy loam

Bk3—32 to 43 inches; fine sandy loam

C—43 to 80 inches; fine sandy loam

Location of representative profile: About 1,000 feet south and 2,700 feet west of the

northeast corner of sec. 22, T. 26 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

KiHE—Kingsdown-Hardeman complex, 0 to 12 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Northwestern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F
72 Soil Survey

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Kingsdown and similar soils

Extent of the component in the map unit: 60 percent

Geomorphic setting: Drainageways on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 1 to 8 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 10 inches; loam

Bk1—10 to 25 inches; loam

Bk2—25 to 38 inches; sandy loam

C—38 to 80 inches; coarse sandy loam

Location of representative profile: About 2,500 feet south and 2,300 feet east of the

northwest corner of sec. 28, T. 28 N., R. 25 W.

Hardeman and similar soils

Extent of the component in the map unit: 35 percent

Geomorphic setting: Drainageways on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 0 to 12 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY073OK, Sandy Prairie
Harper County, Oklahoma 73

Representative profile:

A—0 to 6 inches; loam

Bk1—6 to 16 inches; loam

Bk2—16 to 39 inches; fine sandy loam

C—39 to 80 inches; fine sandy loam

Location of representative profile: About 2,500 feet south and 2,000 feet east of the

northwest corner of sec. 28, T. 28 N., R. 25 W.

Minor Components

• Grandfield and similar soils: 5 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LgtA—Lugert silt loam, 0 to 1 percent slopes,

occasionally flooded

Map Unit Setting

Major land resource area: 78C

General location: In drainageways in the northern part of the county

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Lugert and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 11.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Occasional

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2w

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 11 inches; silt loam
74 Soil Survey

Bk—11 to 36 inches; very fine sandy loam

Ckz—36 to 48 inches; very fine sandy loam

Azb—48 to 69 inches; loam

Czb—69 to 88 inches; loam

Location of representative profile: About 50 feet south and 200 feet west of the

northeast corner of sec. 21, T. 29 N., R. 23 W. (fig. 8)

Figure 8.—Profile of a soil in the Lugert series.
Harper County, Oklahoma 75

Management

Major uses: Rangeland and cropland (fig. 9)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LiJC—Lincoln-Jester complex, 0 to 5 percent slopes,

rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 500 acres

Major Component Description

Lincoln and similar soils

Extent of the component in the map unit: 51 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Figure 9.—Native pasture and cottonwood trees in an area of Lugert silt loam, 0 to 1 percent

slopes, occasionally flooded.
76 Soil Survey

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Somewhat excessively drained

Available water capacity: About 3.8 inches

Depth to a seasonal high water table: 5.0 to 6.7 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Ecological site number and name—078XY068OK, Sandy Bottomland

Representative profile:

A—0 to 11 inches; fine sandy loam

C1—11 to 19 inches; loamy fine sand

C2—19 to 80 inches; loamy coarse sand

Location of representative profile: About 3,550 feet north and 2,450 feet west of the

southeast corner of sec. 24, T. 29 N., R. 26 W.

Jester and similar soils

Extent of the component in the map unit: 49 percent

Geomorphic setting: Dunes on sandhills in river valleys

Parent material: Eolian sands

Slope: 1 to 5 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY014OK, Deep Sand

Representative profile:

A—0 to 6 inches; loamy fine sand

C1—6 to 19 inches; loamy fine sand

C2—19 to 30 inches; loamy fine sand

C3—30 to 80 inches; loamy fine sand

Location of representative profile: About 3,150 feet north and 2,450 feet west of the

southeast corner of sec. 24, T. 29 N., R. 26 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LikB—Likes fine sandy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Along major rivers and streams
Harper County, Oklahoma 77

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Likes and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Sand sheets on terraces in river valleys

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Land capability classification, irrigated—3e

Ecological site number and name—077EY014OK, Deep Sand

Representative profile:

A—0 to 7 inches; fine sandy loam

BC—7 to 16 inches; loamy fine sand

BCk1—16 to 28 inches; loamy fine sand

BCk2—28 to 42 inches; loamy fine sand

C—42 to 80 inches; loamy fine sand

Location of representative profile: About 6,500 feet south and 4,300 feet west of the

northeast corner of sec. 29, T. 26 N., R. 24 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LisA—Lincoln sand, 0 to 1 percent slopes, frequently

flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F
78 Soil Survey

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Lincoln and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Somewhat excessively drained

Available water capacity: About 3.3 inches

Depth to a seasonal high water table: 5.0 to 6.7 feet

Flooding: Frequent

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—5w

Ecological site number and name—078XY068OK, Sandy Bottomland

Representative profile:

A—0 to 4 inches; sand

C1—4 to 10 inches; loamy fine sand

C2—10 to 80 inches; sand

Location of representative profile: About 4,050 feet north and 5,200 feet west of the

southeast corner of sec. 36, T. 27 N., R. 26 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LncA—Lincoln clay loam, 0 to 1 percent slopes, rarely

flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Lincoln and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys
Harper County, Oklahoma 79

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Slow

Slowest permeability class within a depth of 80 inches: Slow

Drainage class: Somewhat excessively drained

Available water capacity: About 4.0 inches

Depth to a seasonal high water table: 5.0 to 6.7 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Land capability classification, irrigated—2e

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 8 inches; clay loam

C1—8 to 19 inches; loamy fine sand

C2—19 to 28 inches; loamy fine sand

C3—28 to 34 inches; loamy fine sand

C4—34 to 80 inches; loamy coarse sand

Location of representative profile: About 4,500 feet south and 3,100 feet west of the

northeast corner of sec. 13, T. 29 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LRoE—Laverne-Rock outcrop complex, 1 to 12 percent

slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Laverne and similar soils

Extent of the component in the map unit: 70 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits

Parent material: Residuum

Slope: 1 to 12 percent

Runoff: Very high
80 Soil Survey

Soil depth: 4 to 20 inches to petrocalcic material

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Slow

Drainage class: Well drained

Available water capacity: About 1.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7s

Ecological site number and name—077XY082OK, Shallow

Representative profile:

A—0 to 8 inches; loam

Bk—8 to 15 inches; gravelly loam

2Bkm—15 to 25 inches; bedrock

Location of representative profile: About 100 feet north and 3,900 feet east of the

southwest corner of sec. 31, T. 25 N., R. 25 W.

Rock outcrop

Extent of the component in the map unit: 20 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Slope: 1 to 12 percent

Runoff: Very high

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 400 feet north and 3,900 feet east of the

southwest corner of sec. 31, T. 25 N., R. 25 W.

Minor Components

• Plemons and similar soils: 10 percent

Management

Major uses: Rangeland (fig. 10)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LshA—Lesho clay loam, 0 to 1 percent slopes, rarely

flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres
Harper County, Oklahoma 81

Major Component Description

Lesho and similar soils

Extent of the component in the map unit: 83 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Somewhat poorly drained

Available water capacity: About 7.6 inches

Depth to a seasonal high water table: 2.0 to 4.0 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—2e

Ecological site number and name—078XY095OK, Subirrigated

Representative profile:

A—0 to 11 inches; clay loam

C1—11 to 17 inches; clay loam

C2—17 to 23 inches; fine sandy loam

C3—23 to 34 inches; clay loam

2C—34 to 80 inches; loamy coarse sand

Figure 10.—Native short grasses in an area of Laverne-Rock outcrop complex, 1 to 12 percent

slopes. The rock outcrop is on the barren side slopes.
82 Soil Survey

Location of representative profile: About 2,700 feet north and 1,600 feet west of the

southeast corner of sec. 6, T. 26 N., R. 25 W.

Minor Components

• Jester and similar soils: 7 percent

• Westola and similar soils: 7 percent

• Lincoln and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

LsoA—Lincoln sand, 0 to 1 percent slopes, occasionally

flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Lincoln and similar soils

Extent of the component in the map unit: 83 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Somewhat excessively drained

Available water capacity: About 3.5 inches

Depth to a seasonal high water table: 5.0 to 6.7 feet

Flooding: Occasional

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Ecological site number and name—078XY068OK, Sandy Bottomland

Representative profile:

A—0 to 7 inches; sand

AC—7 to 20 inches; fine sand

C1—20 to 31 inches; sand

C2—31 to 48 inches; fine sand

C3—48 to 80 inches; stratified fine sand to clay loam
Harper County, Oklahoma 83

Location of representative profile: About 1,400 feet north and 1,500 feet east of the

southwest corner of sec. 31, T. 26 N., R. 24 W.

Minor Components

• Westola and similar soils: 9 percent

• Jester and similar soils: 8 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

M-W—Miscellaneous water

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,600 to 2,450 feet

Mean annual precipitation: 22 to 26 inches

Mean annual air temperature: 55 to 59 degrees F

Major Component Description

Water

Extent of the component in the map unit: 100 percent

Location of representative area: About 500 feet north and 2,000 feet west of the

southeast corner of sec. 22, T. 26 N., R. 25 W.

MLBB—Mobeetie-Likes-Berda complex, 1 to 3 percent

slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 800 acres

Major Component Description

Mobeetie and similar soils

Extent of the component in the map unit: 45 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid
84 Soil Survey

Drainage class: Well drained

Available water capacity: About 7.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 6 inches; loam

Bw—6 to 11 inches; loam

Bk—11 to 21 inches; fine sandy loam

BCk—21 to 34 inches; loam

C—34 to 80 inches; loamy coarse sand

Location of representative profile: About 2,500 feet north and 1,500 feet east of the

southwest corner of sec. 14, T. 25 N., R. 25 W.

Likes and similar soils

Extent of the component in the map unit: 22 percent

Geomorphic setting: Dunes on sandhills on uplands

Position on landform: Backslopes

Parent material: Eolian sands

Slope: 1 to 3 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY014OK, Deep Sand

Representative profile:

A—0 to 5 inches; loamy sand

BC—5 to 11 inches; fine sandy loam

BCk—11 to 80 inches; loamy coarse sand

Location of representative profile: About 2,500 feet north and 1,500 feet east of the

southwest corner of sec. 14, T. 25 N., R. 25 W.

Berda and similar soils

Extent of the component in the map unit: 21 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low
Harper County, Oklahoma 85

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 15 inches; gravelly fine sandy loam

Bk1—15 to 28 inches; clay loam

Bk2—28 to 34 inches; clay loam

C—34 to 80 inches; loamy fine sand

Location of representative profile: About 2,500 feet north and 1,500 feet east of the

southwest corner of sec. 14, T. 25 N., R. 25 W.

Minor Components

• Woods and similar soils: 6 percent

• Laverne and similar soils: 2 percent

• Quinlan and similar soils: 2 percent

• Rock outcrop: 2 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MLBC—Mobeetie-Likes-Berda complex, 3 to 5 percent

slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 800 acres

Major Component Description

Mobeetie and similar soils

Extent of the component in the map unit: 45 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Shoulders
86 Soil Survey

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 6 inches; fine sandy loam

Bk1—6 to 19 inches; fine sandy loam

Bk2—19 to 25 inches; loamy coarse sand

Bk3—25 to 36 inches; fine sandy loam

C—36 to 80 inches; loamy coarse sand

Location of representative profile: About 1,100 feet north and 800 feet west of the

southeast corner of sec. 34, T. 26 N., R. 26 W.

Likes and similar soils

Extent of the component in the map unit: 22 percent

Geomorphic setting: Dunes on sandhills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY014OK, Deep Sand

Representative profile:

A—0 to 7 inches; fine sandy loam

BCk1—7 to 18 inches; loamy coarse sand

BCk2—18 to 80 inches; loamy coarse sand

Location of representative profile: About 1,100 feet north and 500 feet west of the

southeast corner of sec. 34, T. 26 N., R. 26 W.
Harper County, Oklahoma 87

Berda and similar soils

Extent of the component in the map unit: 21 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 6 inches; fine sandy loam

Bw—6 to 15 inches; gravelly fine sandy loam

Bk1—15 to 27 inches; clay loam

Bk2—27 to 34 inches; clay loam

C—34 to 80 inches; loamy fine sand

Location of representative profile: About 1,100 feet north and 400 feet west of the

southeast corner of sec. 34, T. 26 N., R. 26 W.

Minor Components

• Woods and similar soils: 6 percent

• Laverne and similar soils: 2 percent

• Quinlan and similar soils: 2 percent

• Rock outcrop: 2 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MLBE—Mobeetie-Likes-Berda complex, 5 to 12 percent

slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 800 acres
88 Soil Survey

Major Component Description

Mobeetie and similar soils

Extent of the component in the map unit: 45 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 5 inches; fine sandy loam

Bk1—5 to 12 inches; fine sandy loam

Bk2—12 to 23 inches; fine sandy loam

Bk3—23 to 39 inches; sandy loam

C—39 to 80 inches; loamy coarse sand

Location of representative profile: About 4,150 feet north and 5,500 feet west of the

southeast corner of sec. 34, T. 26 N., R. 26 W.

Likes and similar soils

Extent of the component in the map unit: 22 percent

Geomorphic setting: Dunes on sandhills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—077EY014OK, Deep Sand

Representative profile:

A—0 to 6 inches; fine sandy loam

BC—6 to 11 inches; loamy fine sand
Harper County, Oklahoma 89

BCk1—11 to 27 inches; loamy fine sand

BCk2—27 to 80 inches; loamy coarse sand

Location of representative profile: About 4,150 feet north and 5,000 feet west of the

southeast corner of sec. 34, T. 26 N., R. 26 W.

Berda and similar soils

Extent of the component in the map unit: 21 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 5 inches; fine sandy loam

Bw—5 to 12 inches; fine sandy loam

Bk1—12 to 29 inches; sandy clay loam

Bk2—29 to 39 inches; clay loam

C—39 to 80 inches; loamy coarse sand

Location of representative profile: About 4,150 feet north and 5,200 feet west of the

southeast corner of sec. 34, T. 26 N., R. 26 W.

Minor Components

• Woods and similar soils: 6 percent

• Laverne and similar soils: 2 percent

• Quinlan and similar soils: 2 percent

• Rock outcrop: 2 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MnsB—Mansic clay loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F
90 Soil Survey

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Mansic and similar soils

Extent of the component in the map unit: 94 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 14 inches; clay loam

Bw—14 to 23 inches; clay loam

Bk—23 to 35 inches; clay loam

BCk—35 to 40 inches; loam

C—40 to 80 inches; loam

Location of representative profile: About 700 feet south and 100 feet east of the

northwest corner of sec. 32, T. 28 N., R. 25 W.

Minor Components

• Mobeetie and similar soils: 6 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MnsC—Mansic clay loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days
Harper County, Oklahoma 91

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Mansic and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 7 inches; clay loam

Bk—7 to 21 inches; clay loam

BCk—21 to 36 inches; loam

C—36 to 80 inches; loam

Location of representative profile: About 75 feet south and 1,300 feet west of the

northeast corner of sec. 2, T. 27 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MsnB—Manson loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Manson and similar soils

Extent of the component in the map unit: 95 percent
92 Soil Survey

Geomorphic setting: Terraces on uplands

Position on landform: Treads

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 7 inches; loam

Bw—7 to 13 inches; loam

Btk1—13 to 23 inches; sandy clay loam

Btk2—23 to 41 inches; sandy clay loam

Btk3—41 to 80 inches; sandy clay loam

Location of representative profile: About 4,100 feet south and 250 feet east of the

northwest corner of sec. 2, T. 25 N., R. 26 W.

Minor Components

• Mobeetie and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MsnC—Manson loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Manson and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Terraces on uplands
Harper County, Oklahoma 93

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 11 inches; loam

Bw—11 to 19 inches; sandy clay loam

Btk1—19 to 35 inches; clay loam

Btk2—35 to 66 inches; clay loam

BC—66 to 80 inches; gravelly clay loam

Location of representative profile: About 650 feet north and 800 feet west of the

southeast corner of sec. 33, T. 25 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

MsnC2—Manson loam, 3 to 5 percent slopes, eroded

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Manson and similar soils

Extent of the component in the map unit: 95 percent

Geomorphic setting: Terraces on uplands

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low
94 Soil Survey

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY848OK, Reseeded Limy Upland

Representative profile:

A—0 to 12 inches; loam

Bt—12 to 30 inches; clay loam

Btk1—30 to 44 inches; clay loam

Btk2—44 to 55 inches; clay loam

Btk3—55 to 80 inches; clay loam

Location of representative profile: About 2,800 feet south and 1,650 feet west of the

northeast corner of sec. 26, T. 25 N., R. 26 W.

Minor Components

• Woods and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

OMBE—Oklark-Mansic-Berda complex, 5 to 12 percent

slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 300 acres

Major Component Description

Oklark and similar soils

Extent of the component in the map unit: 43 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Medium
Harper County, Oklahoma 95

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 9.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—077EY049OK, Limy Sandy Plains

Representative profile:

A—0 to 10 inches; sandy loam

Bw—10 to 28 inches; sandy loam

Bk1—28 to 41 inches; sandy loam

Bk2—41 to 80 inches; sandy loam

Location of representative profile: About 2,375 feet north and 2,000 feet west of the

southeast corner of sec. 29, T. 28 N., R. 25 W.

Mansic and similar soils

Extent of the component in the map unit: 27 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 9.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 12 inches; loam

Btk1—12 to 28 inches; clay loam

Btk2—28 to 56 inches; clay loam

C—56 to 80 inches; loam

Location of representative profile: About 2,175 feet north and 2,000 feet west of the

southeast corner of sec. 29, T. 28 N., R. 25 W.

Berda and similar soils

Extent of the component in the map unit: 23 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium
96 Soil Survey

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 9 inches; loam

Bw—9 to 27 inches; loam

Bk—27 to 47 inches; loam

C—47 to 80 inches; sandy loam

Location of representative profile: About 1,975 feet north and 2,000 feet west of the

southeast corner of sec. 29, T. 28 N., R. 25 W.

Minor Components

• Quinlan and similar soils: 4 percent

• Guadalupe and similar soils: 3 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

OMBG—Oklark-Mansic-Berda complex, 12 to 45 percent

slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Oklark and similar soils

Extent of the component in the map unit: 33 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 12 to 30 percent

Runoff: Medium
Harper County, Oklahoma 97

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 9.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7e

Ecological site number and name—077EY049OK, Limy Sandy Plains

Representative profile:

A—0 to 10 inches; sandy loam

Bk—10 to 21 inches; sandy loam

C—21 to 80 inches; fine sandy loam

Location of representative profile: About 3,150 feet north and 425 feet east of the

southwest corner of sec. 36, T. 28 N., R. 25 W.

Mansic and similar soils

Extent of the component in the map unit: 26 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 12 to 30 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 9.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 12 inches; loam

Bk1—12 to 21 inches; sandy clay loam

Bk2—21 to 39 inches; sandy clay loam

C—39 to 80 inches; sandy loam

Location of representative profile: About 3,150 feet north and 225 feet east of the

southwest corner of sec. 36, T. 28 N., R. 25 W.

Berda and similar soils

Extent of the component in the map unit: 25 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 12 to 45 percent
98 Soil Survey

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 7 inches; loam

Bk—7 to 22 inches; clay loam

BCk—22 to 47 inches; clay loam

C—47 to 80 inches; clay loam

Location of representative profile: About 3,150 feet north and 1,025 feet east of the

southwest corner of sec. 36, T. 28 N., R. 25 W.

Minor Components

• Guadalupe and similar soils: 8 percent

• Laverne and similar soils: 8 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PdoA—Paloduro clay loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Paloduro and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Shoulders

Parent material: Colluvium from alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches
Harper County, Oklahoma 99

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.9 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

Ap—0 to 9 inches; clay loam

Bk1—9 to 14 inches; clay loam

Bk2—14 to 27 inches; clay loam

BC—27 to 80 inches; stratified clay loam

Location of representative profile: About 1,000 feet north and 2,500 feet east of the

southwest corner of sec. 34, T. 28 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PdoB—Paloduro clay loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Paloduro and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Shoulders

Parent material: Colluvium from alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.9 inches
100 Soil Survey

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

Ap—0 to 10 inches; clay loam

Bk1—10 to 20 inches; loam

Bk2—20 to 35 inches; loam

Ab—35 to 44 inches; loam

Bkb—44 to 80 inches; loam

Location of representative profile: About 175 feet south and 2,200 feet east of the

northwest corner of sec. 33, T. 28 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PdoC2—Paloduro clay loam, 3 to 5 percent slopes,

eroded

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Paloduro and similar soils

Extent of the component in the map unit: 90 percent

Geomorphic setting: Hillslopes on hills on uplands

Position on landform: Backslopes

Parent material: Colluvium from alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 9.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None
Harper County, Oklahoma 101

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY848OK, Reseeded Limy Upland

Representative profile:

A—0 to 10 inches; clay loam

Bk1—10 to 25 inches; loam

Bk2—25 to 49 inches; loam

Bk3—49 to 80 inches; fine sandy loam

Location of representative profile: About 2,175 feet north and 225 feet west of the

southeast corner of sec. 23, T. 27 N., R. 24 W.

Minor Components

• Mobeetie and similar soils: 10 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PIT—Pits

Map Unit Setting

Major land resource area: 77E

General location: Throughout the county

Elevation: 1,600 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Major Component Description

Pits

Extent of the component in the map unit: 100 percent

Slope: 0 to 12 percent

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 1,300 feet north and 2,500 feet east of the

southwest corner of sec. 3, T. 25 N., R. 25 W.

Additional information specific to this map unit is included in the section “Soil

Properties.”

Management

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PlmB—Plemons loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet
102 Soil Survey

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Plemons and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Terraces on uplands

Position on landform: Treads

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 8 inches; loam

Btk1—8 to 21 inches; clay loam

Btk2—21 to 46 inches; clay loam

Btk3—46 to 80 inches; clay loam

Location of representative profile: About 2,350 feet south and 1,200 feet west of the

northeast corner of sec. 12, T. 27 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PlmC—Plemons loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres
Harper County, Oklahoma 103

Major Component Description

Plemons and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Terraces on uplands

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.4 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 18 inches; sandy clay loam

Btk—18 to 42 inches; clay loam

Btkb1—42 to 60 inches; clay loam

Btkb2—60 to 80 inches; clay loam

Location of representative profile: About 1,650 feet north and 1,750 feet east of the

southwest corner of sec. 15, T. 25 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

PlmD—Plemons loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Plemons and similar soils

Extent of the component in the map unit: 90 percent

Geomorphic setting: Terraces on uplands
104 Soil Survey

Position on landform: Risers

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 19 inches; sandy clay loam

Btk1—19 to 37 inches; clay loam

Btk2—37 to 60 inches; clay loam

Btk3—60 to 80 inches; clay loam

Location of representative profile: About 300 feet south and 1,450 feet west of the

northeast corner of sec. 1, T. 27 N., R. 25 W.

Minor Components

• Hardeman and similar soils: 5 percent

• Laverne and similar soils: 5 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

QnWC3—Quinlan-Woodward complex, 3 to 5 percent

slopes, severely eroded

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 67 percent

Geomorphic setting: Hills on uplands
Harper County, Oklahoma 105

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 1.9 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY883OK, Reseeded Shallow Prairie

Representative profile:

Bw—0 to 13 inches; loam

Cr—13 to 18 inches; weathered bedrock

Location of representative profile: About 3,300 feet north and 250 feet west of the

southeast corner of sec. 9, T. 28 N., R. 21 W.

Woodward and similar soils

Extent of the component in the map unit: 33 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 3 to 5 percent

Runoff: Low

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 5.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY856OK, Reseeded Loamy Prairie

Representative profile:

Ap—0 to 3 inches; loam

Bw—3 to 30 inches; loam

Cr—30 to 35 inches; weathered bedrock

Location of representative profile: About 3,250 feet north and 300 feet west of the

southeast corner of sec. 9, T. 28 N., R. 21 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”
106 Soil Survey

QnWD—Quinlan-Woodward complex, 5 to 8 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 48 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 8 percent

Runoff: High

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

A—0 to 6 inches; loam

Bw—6 to 15 inches; loam

Cr—15 to 24 inches; weathered bedrock

Location of representative profile: About 650 feet south and 800 feet west of the

northeast corner of sec. 13, T. 28 N., R. 23 W. (fig. 11)

Woodward and similar soils

Extent of the component in the map unit: 30 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 8 percent

Runoff: Medium

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 4.9 inches
Harper County, Oklahoma 107

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Figure 11.—Profile of a soil in the Quinlan series.
108 Soil Survey

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 8 inches; silt loam

Bw1—8 to 18 inches; loam

Bw2—18 to 25 inches; loam

Cr—25 to 29 inches; weathered bedrock

Location of representative profile: About 400 feet south and 950 feet west of the

northeast corner of sec. 13, T. 28 N., R. 23 W.

Minor Components

• Selman and similar soils: 10 percent

• Deepwood and similar soils: 6 percent

• St. Paul and similar soils: 3 percent

• Vernon and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

QnWE—Quinlan-Woodward complex, 5 to 12 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 72 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 12 percent

Runoff: High

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 3.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None
Harper County, Oklahoma 109

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

A—0 to 6 inches; loam

Bk—6 to 14 inches; loam

BC—14 to 18 inches; loam

Cr—18 to 22 inches; weathered bedrock

Location of representative profile: About 1,625 feet north and 2,400 feet east of the

southwest corner of sec. 12, T. 25 N., R. 23 W.

Woodward and similar soils

Extent of the component in the map unit: 24 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 4.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 4 inches; very fine sandy loam

Bw—4 to 16 inches; loam

BCk—16 to 22 inches; loam

Cr—22 to 26 inches; weathered bedrock

Location of representative profile: About 2,625 feet north and 2,400 feet east of the

southwest corner of sec. 12, T. 25 N., R. 23 W.

Minor Components

• Grandmore and similar soils: 4 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

QRWG—Quinlan-Rock outcrop-Woodward complex, 5 to

45 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county
110 Soil Survey

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 50 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 45 percent

Runoff: Very high

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7e

Ecological site number and name—078XY005OK, Loamy Breaks

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 13 inches; loam

Cr—13 to 18 inches; weathered bedrock

Location of representative profile: About 400 feet north and 1,500 feet east of the

southwest corner of sec. 1, T. 26 N., R. 24 W.

Rock outcrop

Extent of the component in the map unit: 33 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Weathered sandstone

Slope: 5 to 45 percent

Runoff: Very high

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 300 feet north and 1,500 feet east of the

southwest corner of sec. 1, T. 26 N., R. 24 W.

Woodward and similar soils

Extent of the component in the map unit: 17 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 20 percent
Harper County, Oklahoma 111

Runoff: Medium

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 4.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 6 inches; loam

Bw—6 to 14 inches; loam

BC—14 to 22 inches; loam

Cr—22 to 25 inches; weathered bedrock

Location of representative profile: About 800 feet north and 1,500 feet east of the

southwest corner of sec. 1, T. 26 N., R. 24 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

QRYG—Quinlan-Rock outcrop-Yomont complex, 0 to 45

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 50 to 1,000 acres

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 41 percent

Geomorphic setting: Drainageways on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 45 percent

Runoff: Very high

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow
112 Soil Survey

Drainage class: Well drained

Available water capacity: About 2.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7e

Ecological site number and name—078XY005OK, Loamy Breaks

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 14 inches; loam

Cr—14 to 18 inches; weathered bedrock

Location of representative profile: About 50 feet north and 800 feet east of the

southwest corner of sec. 30, T. 26 N., R. 22 W.

Rock outcrop

Extent of the component in the map unit: 18 percent

Geomorphic setting: Drainageways on uplands

Position on landform: Backslopes

Parent material: Weathered sandstone

Slope: 12 to 45 percent

Runoff: Very high

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 150 feet north and 800 feet east of the

southwest corner of sec. 30, T. 26 N., R. 22 W.

Yomont and similar soils

Extent of the component in the map unit: 17 percent

Geomorphic setting: Flood plains in drainageways on uplands

Parent material: Alluvium

Slope: 0 to 2 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 10.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Frequent

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—5w

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 11 inches; loam

C1—11 to 22 inches; loam

C2—22 to 38 inches; very fine sandy loam
Harper County, Oklahoma 113

C3—38 to 52 inches; very fine sandy loam

C4—52 to 80 inches; stratified very fine sandy loam

Location of representative profile: About 650 feet north and 800 feet east of the

southwest corner of sec. 30, T. 26 N., R. 22 W.

Minor Components

• Deepwood and similar soils: 14 percent

• Woodward and similar soils: 10 percent

Management

Major uses: Rangeland (fig. 12)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

QWDE—Quinlan-Woodward-Deepwood complex, 5 to 12

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 400 acres

Figure 12.—Typical landscape in an area of Quinlan-Rock outcrop-Yomont complex, 0 to 45 percent

slopes. Quinlan soils are on the interfluves. Rock outcrop is on steep side slopes and at the

head of drains. Yomont soils are in the drainageways in the foreground.
114 Soil Survey

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 41 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from sandstone

Slope: 5 to 12 percent

Runoff: High

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

A—0 to 6 inches; very fine sandy loam

Bk1—6 to 9 inches; loam

Bk2—9 to 16 inches; gravelly loam

Cr—16 to 43 inches; weathered bedrock

Location of representative profile: About 1,700 feet south and 1,700 feet east of the

northwest corner of sec. 32, T. 26 N., R. 21 W.

Woodward and similar soils

Extent of the component in the map unit: 38 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 4.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 10 inches; silt loam

Bk1—10 to 17 inches; silt loam

Bk2—17 to 25 inches; silt loam

Cr—25 to 27 inches; weathered bedrock
Harper County, Oklahoma 115

Location of representative profile: About 2,250 feet south and 2,100 feet east of the

northwest corner of sec. 32, T. 26 N., R. 21 W.

Deepwood and similar soils

Extent of the component in the map unit: 12 percent

Geomorphic setting: Hills on uplands

Position on landform: Footslopes

Parent material: Colluvium from sandstone

Slope: 5 to 12 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 11.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 12 inches; very fine sandy loam

Bk1—12 to 28 inches; very fine sandy loam

Bk2—28 to 80 inches; very fine sandy loam

BCk—80 to 92 inches; very fine sandy loam

C—92 to 106 inches; very fine sandy loam

Location of representative profile: About 2,300 feet south and 2,000 feet east of the

northwest corner of sec. 32, T. 26 N., R. 21 W.

Minor Components

• Obaro and similar soils: 3 percent

• St. Paul and similar soils: 3 percent

• Selman and similar soils: 2 percent

• Vernon and similar soils: 1 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

QWRC—Quinlan-Woodward-Rock outcrop complex, 1 to 5

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days
116 Soil Survey

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Quinlan and similar soils

Extent of the component in the map unit: 58 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits

Parent material: Residuum weathered from sandstone

Slope: 1 to 5 percent

Runoff: Medium

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4s

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

A—0 to 6 inches; very fine sandy loam

Bw—6 to 14 inches; very fine sandy loam

Cr—14 to 18 inches; weathered bedrock

Location of representative profile: About 100 feet north and 1,700 feet west of the

southeast corner of sec. 8, T. 27 N., R. 22 W.

Woodward and similar soils

Extent of the component in the map unit: 23 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits

Parent material: Residuum weathered from sandstone

Slope: 1 to 5 percent

Runoff: Low

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 7.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 6 inches; very fine sandy loam

Bw1—6 to 18 inches; very fine sandy loam
Harper County, Oklahoma 117

Bw2—18 to 28 inches; very fine sandy loam

BC—28 to 38 inches; very fine sandy loam

Cr—38 to 42 inches; weathered bedrock

Location of representative profile: About 150 feet north and 1,800 feet west of the

southeast corner of sec. 8, T. 27 N., R. 22 W.

Rock outcrop

Extent of the component in the map unit: 10 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Weathered sandstone

Slope: 1 to 5 percent

Runoff: High

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 100 feet north and 1,700 feet west of the

southeast corner of sec. 8, T. 27 N., R. 22 W.

Minor Components

• Ruella and similar soils: 6 percent

• Vernon and similar soils: 3 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

RoCH—Rock outcrop-Cottonwood complex, 12 to 80

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Rock outcrop

Extent of the component in the map unit: 55 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Gypsum

Slope: 12 to 80 percent

Runoff: Very high

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8
118 Soil Survey

Location of representative area: About 1,700 feet north and 600 feet west of the

southeast corner of sec. 36, T. 27 N., R. 21 W.

Cottonwood and similar soils

Extent of the component in the map unit: 30 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from gypsum

Slope: 12 to 20 percent

Runoff: High

Soil depth: 3 to 12 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 1.4 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—7s

Ecological site number and name—078XY038OK, Gyp

Representative profile:

A—0 to 9 inches; loam

Cr—9 to 13 inches; weathered bedrock

Location of representative profile: About 1,700 feet north and 600 feet west of the

southeast corner of sec. 36, T. 27 N., R. 21 W.

Minor Components

• Aspermont and similar soils: 5 percent

• Vernon and similar soils: 5 percent

• Vinson and similar soils: 5 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

RssA—Rosston clay, ponded, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 3 to 150 acres
Harper County, Oklahoma 119

Major Component Description

Rosston and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Playa floors on playas on plains

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Very slow

Drainage class: Poorly drained

Available water capacity: About 8.3 inches

Depth to a seasonal high water table: At the surface

Flooding: None

Ponding: Frequent

Interpretive groups:

Land capability classification, nonirrigated—5w

Ecological site number and name—077EY098OK, Depressional Upland

Representative profile:

A—0 to 13 inches; clay

Bss1—13 to 31 inches; clay

Bss2—31 to 51 inches; clay

C—51 to 80 inches; clay

Location of representative profile: About 800 feet north and 400 feet west of the

southeast corner of sec. 22, T. 28 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SAL—Salt flats, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along the Cimarron river in the northeastern part of the county

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Salt flats

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Very high
120 Soil Survey

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Somewhat poorly drained

Available water capacity: About 2.2 inches

Depth to a seasonal high water table: At the surface

Flooding: Frequent

Ponding: Occasional

Other properties: Saline within a depth of 30 inches; sodic within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 3,400 feet north and 400 feet west of the

southeast corner of sec. 36, T. 27 N., R. 20 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SelA—Selman silt loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Selman and similar soils

Extent of the component in the map unit: 96 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Treads

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1
Harper County, Oklahoma 121

Land capability classification, irrigated—1

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 15 inches; silt loam

BA—15 to 25 inches; silt loam

Btk1—25 to 38 inches; silt loam

Btk2—38 to 55 inches; silt loam

C—55 to 80 inches; loam

Location of representative profile: About 1,800 feet south and 2,600 feet east of the

northwest corner of sec. 32, T. 28 N., R. 21 W.

Minor Components

• Frankirk and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SelB—Selman silt loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Selman and similar soils

Extent of the component in the map unit: 92 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Treads

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY056OK, Loamy Prairie
122 Soil Survey

Representative profile:

Ap—0 to 5 inches; silt loam

BA—5 to 16 inches; loam

Btk—16 to 51 inches; loam

BCk—51 to 61 inches; silt loam

C—61 to 80 inches; loam

Location of representative profile: About 650 feet north and 2,650 feet west of the

southeast corner of sec. 14, T. 27 N., R. 22 W.

Minor Components

• Hollister and similar soils: 4 percent

• Woodward and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SelC—Selman silt loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Selman and similar soils

Extent of the component in the map unit: 87 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY056OK, Loamy Prairie
Harper County, Oklahoma 123

Representative profile:

A—0 to 8 inches; silt loam

BA—8 to 14 inches; silt loam

Bt—14 to 27 inches; silt loam

Btk—27 to 56 inches; silty clay loam

C—56 to 80 inches; silt loam

Location of representative profile: About 2,300 feet north and 1,900 feet east of the

southwest corner of sec. 1, T. 26 N., R. 22 W.

Minor Components

• Woodward and similar soils: 10 percent

• Obaro and similar soils: 3 percent

Management

Major uses: Rangeland and cropland (fig. 13)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SelC2—Selman silt loam, 3 to 5 percent slopes, eroded

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Figure 13.—No-till wheat in an area of Selman silt loam, 3 to 5 percent slopes.
124 Soil Survey

Major Component Description

Selman and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY856OK, Reseeded Loamy Prairie

Representative profile:

Ap—0 to 6 inches; silt loam

Bk—6 to 18 inches; silt loam

Btk1—18 to 31 inches; silty clay loam

Btk2—31 to 54 inches; silty clay loam

BC—54 to 80 inches; loam

Location of representative profile: About 1,400 feet north and 1,500 feet west of the

southeast corner of sec. 32, T. 29 N., R. 25 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SelD—Selman silt loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Selman and similar soils

Extent of the component in the map unit: 94 percent

Geomorphic setting: Terraces in river valleys
Harper County, Oklahoma 125

Position on landform: Risers

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 9 inches; silt loam

BA—9 to 16 inches; silt loam

Btk—16 to 61 inches; silty clay loam

Bk—61 to 80 inches; silt loam

Location of representative profile: About 100 feet north and 2,600 feet west of the

southeast corner of sec. 29, T. 26 N., R. 22 W.

Minor Components

• Deepwood and similar soils: 6 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SelD2—Selman silt loam, 5 to 8 percent slopes, eroded

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Selman and similar soils

Extent of the component in the map unit: 81 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Risers

Parent material: Alluvium
126 Soil Survey

Slope: 5 to 8 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—078XY856OK, Reseeded Loamy Prairie

Representative profile:

Ap—0 to 7 inches; silt loam

Bt—7 to 24 inches; silty clay loam

Btk—24 to 43 inches; silty clay loam

Bk—43 to 80 inches; silt loam

Location of representative profile: About 400 feet north and 3,850 feet west of the

southeast corner of sec. 6, T. 28 N., R. 25 W.

Minor Components

• Deepwood and similar soils: 15 percent

• Quinlan and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SprA—Spur loam, 0 to 1 percent slopes, rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Spur and similar soils

Extent of the component in the map unit: 87 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible
Harper County, Oklahoma 127

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

Ap—0 to 12 inches; loam

Bw—12 to 21 inches; sandy clay loam

Bk1—21 to 39 inches; sandy clay loam

Bk2—39 to 80 inches; sandy clay loam

Location of representative profile: About 1,950 feet south and 200 feet east of the

northwest corner of sec. 17, T. 26 N., R. 25 W.

Minor Components

• Yomont and similar soils: 10 percent

• Guadalupe and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

SpsA—Spur loam, saline, 0 to 1 percent slopes, rarely

flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Spur and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches
128 Soil Survey

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Rare

Ponding: None

Other properties: Saline within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—3s

Ecological site number and name—078CY047OK, Loamy Saline Bottomland

Representative profile:

A—0 to 18 inches; loam

Bkz1—18 to 35 inches; clay loam

Bkz2—35 to 57 inches; clay loam

C—57 to 80 inches; clay loam

Location of representative profile: About 1,300 feet north and 2,900 feet west of the

southeast corner of sec. 19, T. 29 N., R. 24 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

StpA—St. Paul silt loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

St. Paul and similar soils

Extent of the component in the map unit: 92 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.4 inches
Harper County, Oklahoma 129

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

Ap—0 to 13 inches; silt loam

Bt—13 to 22 inches; silt loam

Btk—22 to 66 inches; silty clay loam

Atb—66 to 77 inches; loam

Cb—77 to 88 inches; loam

Location of representative profile: About 1,600 feet south and 900 feet west of the

northeast corner of sec. 32, T. 29 N., R. 22 W. (fig. 14)

Minor Components

• Hollister and similar soils: 8 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

StpB—St. Paul silt loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

St. Paul and similar soils

Extent of the component in the map unit: 93 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Summits

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.4 inches

Depth to a seasonal high water table: More than 6 feet
130 Soil Survey

Figure 14.—Profile of a soil in the St. Paul series.
Harper County, Oklahoma 131

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

Ap—0 to 13 inches; silt loam

Bt—13 to 20 inches; silty clay loam

Btk1—20 to 31 inches; silty clay loam

Btk2—31 to 45 inches; silty clay loam

Bk—45 to 86 inches; silt loam

Location of representative profile: About 400 feet south and 2,400 feet east of the

northwest corner of sec. 28, T. 29 N., R. 23 W.

Minor Components

• Hollister and similar soils: 6 percent

• Tillman and similar soils: 1 percent

Management

Major uses: Rangeland and cropland (fig. 15)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

StpC—St. Paul silt loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Figure 15.—Wheat in an area of St. Paul silt loam, 1 to 3 percent slopes.
132 Soil Survey

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

St. Paul and similar soils

Extent of the component in the map unit: 95 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 11 inches; silt loam

BA—11 to 20 inches; silt loam

Btk1—20 to 33 inches; silty clay loam

Btk2—33 to 51 inches; silty clay loam

C—51 to 80 inches; silt loam

Location of representative profile: About 4,900 feet south and 2,900 feet west of the

northeast corner of sec. 15, T. 27 N., R. 20 W.

Minor Components

• Vernon and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

StpD—St. Paul silt loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches
Harper County, Oklahoma 133

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

St. Paul and similar soils

Extent of the component in the map unit: 96 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Backslopes

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately slow

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 11.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 9 inches; silt loam

Bt1—9 to 22 inches; silty clay loam

Bt2—22 to 42 inches; silty clay loam

Btk—42 to 61 inches; silty clay loam

Bk—61 to 80 inches; silt loam

Location of representative profile: About 3,100 feet south and 700 feet east of the

northwest corner of sec. 30, T. 26 N., R. 22 W.

Minor Components

• Deepwood and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TeWE—Teagard-Wellsford complex, 1 to 12 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Southeastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches
134 Soil Survey

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Teagard and similar soils

Extent of the component in the map unit: 53 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits

Parent material: Residuum weathered from clayey shale

Slope: 1 to 12 percent

Runoff: Very high

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Very slow

Drainage class: Well drained

Available water capacity: About 5.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY100OK, Shale

Representative profile:

A—0 to 9 inches; clay loam

Bkss1—9 to 18 inches; silty clay loam

Bkss2—18 to 30 inches; silty clay

BCkss—30 to 38 inches; silty clay loam

Cr—38 to 40 inches; weathered bedrock

Location of representative profile: About 700 feet south and 2,300 feet east of the

northwest corner of sec. 22, T. 25 N., R. 22 W.

Wellsford and similar soils

Extent of the component in the map unit: 33 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from clayey shale

Slope: 1 to 12 percent

Runoff: Very high

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Impermeable

Drainage class: Well drained

Available water capacity: About 1.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY100OK, Shale
Harper County, Oklahoma 135

Representative profile:

A—0 to 7 inches; clay loam

Bk—7 to 16 inches; silty clay

Cr—16 to 20 inches; weathered bedrock

Location of representative profile: About 850 feet south and 2,300 feet east of the

northwest corner of sec. 22, T. 25 N., R. 22 W.

Minor Components

• Berda and similar soils: 7 percent

• Mansic and similar soils: 7 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TexA—Texroy loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Texroy and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Treads

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

Ap—0 to 13 inches; loam

BA—13 to 24 inches; loam
136 Soil Survey

Btk1—24 to 37 inches; clay loam

Btk2—37 to 63 inches; clay loam

BCkg—63 to 80 inches; clay loam

Location of representative profile: About 2,500 feet north and 800 feet west of the

southeast corner of sec. 15, T. 28 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TexB—Texroy loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Texroy and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Treads

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 11 inches; loam

BA—11 to 23 inches; loam

Btk1—23 to 42 inches; clay loam

Btk2—42 to 64 inches; clay loam

BCk—64 to 80 inches; clay loam
Harper County, Oklahoma 137

Location of representative profile: About 2,200 feet south and 2,900 feet east of the

northwest corner of sec. 13, T. 28 N., R. 26 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TexC—Texroy loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Texroy and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Paleoterraces on uplands

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 10.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY048OK, Limy Upland

Representative profile:

A—0 to 12 inches; loam

BA—12 to 20 inches; loam

Bt—20 to 35 inches; clay loam

Btk—35 to 51 inches; clay loam

BCk—51 to 80 inches; clay loam

Location of representative profile: About 200 feet north and 400 feet west of the

southeast corner of sec. 13, T. 28 N., R. 26 W.
138 Soil Survey

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TipA—Tipton loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Tipton and similar soils

Extent of the component in the map unit: 95 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Treads

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—1

Land capability classification, irrigated—1

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

Ap—0 to 10 inches; loam

Bt—10 to 21 inches; clay loam

Btk—21 to 45 inches; clay loam

Bk—45 to 62 inches; loam

BCk—62 to 80 inches; loam

Location of representative profile: About 50 feet south and 700 feet west of the

northeast corner of sec. 20, T. 29 N., R. 23 W.

Minor Components

• Grandmore and similar soils: 5 percent
Harper County, Oklahoma 139

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TipB—Tipton loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Tipton and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Treads

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 8 inches; loam

BA—8 to 26 inches; loam

Btk1—26 to 38 inches; clay loam

Btk2—38 to 55 inches; clay loam

Btk3—55 to 80 inches; clay loam

Location of representative profile: About 150 feet south and 4,250 feet east of the

northwest corner of sec. 15, T. 29 N., R. 22 W.

Management

Major uses: Rangeland and cropland
140 Soil Survey

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TipC—Tipton loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Tipton and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Risers

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 23 inches; loam

Bt—23 to 35 inches; clay loam

Btk—35 to 49 inches; clay loam

BC—49 to 72 inches; clay loam

Ab—72 to 80 inches; loam

Location of representative profile: About 2,300 feet north and 650 feet west of the

southeast corner of sec. 28, T. 29 N., R. 21 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”
Harper County, Oklahoma 141

TipD—Tipton loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Tipton and similar soils

Extent of the component in the map unit: 87 percent

Geomorphic setting: Terraces in river valleys

Position on landform: Risers

Parent material: Alluvium

Slope: 5 to 8 percent

Runoff: Medium

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 10.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Land capability classification, irrigated—4e

Ecological site number and name—078XY056OK, Loamy Prairie

Representative profile:

A—0 to 17 inches; loam

BA—17 to 22 inches; loam

Btk—22 to 50 inches; loam

BC—50 to 70 inches; fine sandy loam

C—70 to 80 inches; fine sandy loam

Location of representative profile: About 2,650 feet north and 1,400 feet west of the

southeast corner of sec. 17, T. 28 N., R. 25 W.

Minor Components

• Mcknight and similar soils: 9 percent

• Devol and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”
142 Soil Survey

TRQC—Talpa-Rock outcrop-Quinlan complex, 1 to 5

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Talpa and similar soils

Extent of the component in the map unit: 53 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits

Parent material: Residuum weathered from dolostone

Slope: 1 to 5 percent

Runoff: High

Soil depth: 5 to 14 inches to lithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Slow

Drainage class: Well drained

Available water capacity: About 1.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4s

Ecological site number and name—078XY098OK, Very Shallow

Representative profile:

A—0 to 12 inches; loam

R—12 to 14 inches; bedrock

Location of representative profile: About 400 feet south and 2,200 feet west of the

northeast corner of sec. 17, T. 25 N., R. 21 W.

Rock outcrop

Extent of the component in the map unit: 25 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Dolostone

Slope: 1 to 5 percent

Runoff: Very high

Soil depth: 0 to 3 inches to lithic bedrock

Interpretive groups:

Land capability classification, nonirrigated—8

Location of representative area: About 400 feet south and 2,200 feet west of the

northeast corner of sec. 17, T. 25 N., R. 21 W.
Harper County, Oklahoma 143

Quinlan and similar soils

Extent of the component in the map unit: 22 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 1 to 5 percent

Runoff: Medium

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4s

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 14 inches; loam

Cr—14 to 20 inches; weathered bedrock

Location of representative profile: About 400 feet south and 2,200 feet west of the

northeast corner of sec. 17, T. 25 N., R. 21 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TvlC—Tivoli fine sand, 1 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 20 to 500 acres

Major Component Description

Tivoli and similar soils

Extent of the component in the map unit: 85 percent

Geomorphic setting: Dunes in dune fields in river valleys

Parent material: Eolian sands

Slope: 1 to 5 percent

Runoff: Negligible

Soil depth: More than 60 inches
144 Soil Survey

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY014OK, Deep Sand

Representative profile:

A—0 to 7 inches; fine sand

C—7 to 80 inches; fine sand

Location of representative profile: About 3,200 feet south and 400 feet west of the

northeast corner of sec. 34, T. 28 N., R. 23 W.

Minor Components

• Devol and similar soils: 10 percent

• Grandfield and similar soils: 5 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TvlE—Tivoli fine sand, 5 to 12 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 50 to 1,000 acres

Major Component Description

Tivoli and similar soils

Extent of the component in the map unit: 88 percent

Geomorphic setting: Dunes in dune fields in river valleys

Parent material: Eolian sands

Slope: 5 to 12 percent

Runoff: Very low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.5 inches
Harper County, Oklahoma 145

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY022OK, Dune

Representative profile:

A—0 to 13 inches; fine sand

C1—13 to 20 inches; loamy sand

C2—20 to 80 inches; loamy sand

Location of representative profile: About 5,050 feet south and 200 feet west of the

northeast corner of sec. 24, T. 25 N., R. 23 W.

Minor Components

• Hardeman and similar soils: 6 percent

• Grandfield and similar soils: 4 percent

• Abbie and similar soils: 2 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

TvlG—Tivoli fine sand, 12 to 45 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 50 to 1,000 acres

Major Component Description

Tivoli and similar soils

Extent of the component in the map unit: 97 percent

Geomorphic setting: Dunes in dune fields in river valleys

Parent material: Eolian sands

Slope: 12 to 45 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Rapid

Slowest permeability class within a depth of 80 inches: Rapid

Drainage class: Excessively drained

Available water capacity: About 3.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None
146 Soil Survey

Interpretive groups:

Land capability classification, nonirrigated—7e

Ecological site number and name—078XY022OK, Dune

Representative profile:

A—0 to 8 inches; fine sand

C1—8 to 18 inches; loamy fine sand

C2—18 to 40 inches; loamy fine sand

C3—40 to 80 inches; loamy fine sand

Location of representative profile: About 5,100 feet south and 200 feet west of the

northeast corner of sec. 19, T. 25 N., R. 22 W.

Minor Components

• Devol and similar soils: 3 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

VerB—Vernon clay loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Vernon and similar soils

Extent of the component in the map unit: 75 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from clayey shale

Slope: 1 to 3 percent

Runoff: Very high

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Impermeable

Drainage class: Well drained

Available water capacity: About 4.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Other properties: Saline within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—3s

Ecological site number and name—078XY031OK, Clay Prairie (south)
Harper County, Oklahoma 147

Representative profile:

A—0 to 5 inches; clay loam

Bk1—5 to 11 inches; clay loam

Bk2—11 to 22 inches; clay

Bk3—22 to 34 inches; clay

Cr—34 to 39 inches; bedrock

Location of representative profile: About 2,850 feet north and 350 feet west of the

southeast corner of sec. 20, T. 25 N., R. 21 W.

Minor Components

• Woodward and similar soils: 15 percent

• Deepwood and similar soils: 5 percent

• Mcknight and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

VerC—Vernon clay loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Vernon and similar soils

Extent of the component in the map unit: 69 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from clayey shale

Slope: 3 to 5 percent

Runoff: Very high

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Slow

Slowest permeability class within a depth of 80 inches: Impermeable

Drainage class: Well drained

Available water capacity: About 4.7 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Other properties: Saline within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY031OK, Clay Prairie (south)
148 Soil Survey

Representative profile:

A—0 to 6 inches; clay loam

Bk—6 to 35 inches; gravelly clay

Cr—35 to 39 inches; bedrock

Location of representative profile: About 1,600 feet north and 1,200 feet east of the

southwest corner of sec. 25, T. 28 N., R. 21 W.

Minor Components

• Carey and similar soils: 10 percent

• Woodward and similar soils: 7 percent

• Ruella and similar soils: 6 percent

• Cornick and similar soils: 4 percent

• Cottonwood and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

VerD—Vernon clay loam, 5 to 8 percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Vernon and similar soils

Extent of the component in the map unit: 80 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from clayey shale

Slope: 5 to 8 percent

Runoff: Very high

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Impermeable

Drainage class: Well drained

Available water capacity: About 3.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Other properties: Saline within a depth of 30 inches

Interpretive groups:

Land capability classification, nonirrigated—4e

Ecological site number and name—078XY031OK, Clay Prairie (south)
Harper County, Oklahoma 149

Representative profile:

A—0 to 5 inches; clay loam

Bk—5 to 13 inches; clay

BCk—13 to 26 inches; gravelly clay

Cr—26 to 39 inches; bedrock

Location of representative profile: About 2,550 feet north and 500 feet west of the

southeast corner of sec. 20, T. 25 N., R. 21 W.

Minor Components

• Cottonwood and similar soils: 10 percent

• Mcknight and similar soils: 10 percent

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

VrrB—Vernon sandy loam, 1 to 3 percent slopes,

overblown

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Vernon and similar soils

Extent of the component in the map unit: 86 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from clayey shale

Slope: 1 to 3 percent

Runoff: Very high

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Impermeable

Drainage class: Well drained

Available water capacity: About 5.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Ecological site number and name—078CY074OK, Shallow Sandy Prairie

Representative profile:

A—0 to 4 inches; sandy loam
150 Soil Survey

Bw—4 to 10 inches; fine sandy loam

2BCk1—10 to 31 inches; channery silty clay loam

2BCk2—31 to 39 inches; extremely channery silty clay loam

2Cr—39 to 47 inches; bedrock

Location of representative profile: About 1,325 feet south and 100 feet west of the

northeast corner of sec. 3, T. 25 N., R. 25 W.

Minor Components

• Hardeman and similar soils: 7 percent

• Grandfield and similar soils: 4 percent

• Berda and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

VrrC—Vernon sandy loam, 3 to 5 percent slopes,

overblown

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 1,800 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Vernon and similar soils

Extent of the component in the map unit: 76 percent

Geomorphic setting: Hills on uplands

Position on landform: Shoulders

Parent material: Residuum weathered from clayey shale

Slope: 3 to 5 percent

Runoff: High

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Impermeable

Drainage class: Well drained

Available water capacity: About 5.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Ecological site number and name—078CY074OK, Shallow Sandy Prairie
Harper County, Oklahoma 151

Representative profile:

A—0 to 16 inches; sandy loam

2Bw—16 to 22 inches; silty clay loam

2Bk—22 to 31 inches; clay

2BCk—31 to 37 inches; gravelly clay

2Cr—37 to 41 inches; bedrock

Location of representative profile: About 2,750 feet north and 1,725 feet west of the

southeast corner of sec. 9, T. 27 N., R. 21 W.

Minor Components

• Grandfield and similar soils: 7 percent

• Grandmore and similar soils: 7 percent

• Frankirk and similar soils: 6 percent

• Deepwood and similar soils: 4 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

W—Water

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,600 to 2,450 feet

Mean annual precipitation: 22 to 26 inches

Mean annual air temperature: 55 to 59 degrees F

Major Component Description

Water

Extent of the component in the map unit: 100 percent

Location of representative area: About 800 feet north and 10 feet west of the

southeast corner of sec. 15, T. 26 N., R. 25 W.

WodA—Woods clay loam, 0 to 1 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Woods and similar soils

Extent of the component in the map unit: 80 percent

Geomorphic setting: Hills on uplands
152 Soil Survey

Position on landform: Summits

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: High

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Very slow

Drainage class: Well drained

Available water capacity: About 11.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2s

Land capability classification, irrigated—2s

Ecological site number and name—077EY040OK, Hardland

Representative profile:

A—0 to 16 inches; clay loam

Bt—16 to 26 inches; clay

Btk1—26 to 42 inches; clay

Btk2—42 to 62 inches; clay

Btk3—62 to 80 inches; clay loam

Location of representative profile: About 50 feet north and 750 feet east of the

southwest corner of sec. 6, T. 27 N., R. 24 W.

Minor Components

• Abbie and similar soils: 20 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WodB—Woods clay loam, 1 to 3 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Woods and similar soils

Extent of the component in the map unit: 86 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits
Harper County, Oklahoma 153

Parent material: Alluvium

Slope: 1 to 3 percent

Runoff: Very high

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Very slow

Drainage class: Well drained

Available water capacity: About 11.1 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY040OK, Hardland

Representative profile:

A—0 to 11 inches; clay loam

Bt1—11 to 26 inches; clay

Bt2—26 to 41 inches; clay

Btk—41 to 60 inches; clay loam

BCk—60 to 80 inches; clay loam

Location of representative profile: About 750 feet south and 3,275 feet west of the

northeast corner of sec. 27, T. 28 N., R. 26 W.

Minor Components

• Grandmore and similar soils: 6 percent

• Abbie and similar soils: 5 percent

• Grandfield and similar soils: 3 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WodC—Woods clay loam, 3 to 5 percent slopes

Map Unit Setting

Major land resource area: 77E

General location: Western part of the county

Elevation: 2,100 to 2,450 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Woods and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Hills on uplands
154 Soil Survey

Position on landform: Shoulders

Parent material: Alluvium

Slope: 3 to 5 percent

Runoff: Very high

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Very slow

Slowest permeability class within a depth of 80 inches: Very slow

Drainage class: Well drained

Available water capacity: About 10.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—077EY040OK, Hardland

Representative profile:

A—0 to 10 inches; clay loam

BA—10 to 13 inches; clay loam

Btk—13 to 51 inches; clay

C1—51 to 69 inches; clay loam

2C2—69 to 80 inches; clay loam

Location of representative profile: About 5,900 feet north of the northeast corner of

sec. 35, T. 25 N., R. 21 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WQHE—Westola-Quinlan-Hardeman complex, 0 to 12

percent slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Westola and similar soils

Extent of the component in the map unit: 48 percent

Geomorphic setting: Flood plains in drainageways on uplands

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible
Harper County, Oklahoma 155

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderate

Drainage class: Well drained

Available water capacity: About 8.9 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Occasional

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2w

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 11 inches; loam

BC—11 to 18 inches; loam

C1—18 to 28 inches; loam

C2—28 to 34 inches; fine sandy loam

C3—34 to 80 inches; stratified loamy fine sand to loam

Location of representative profile: About 300 feet south and 1,000 feet west of the

northeast corner of sec. 29, T. 28 N., R. 23 W.

Quinlan and similar soils

Extent of the component in the map unit: 30 percent

Geomorphic setting: Drainageways on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 1 to 12 percent

Runoff: High

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.6 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 15 inches; loam

Cr—15 to 18 inches; weathered bedrock

Location of representative profile: About 300 feet south and 1,100 feet west of the

northeast corner of sec. 29, T. 28 N., R. 23 W.

Hardeman and similar soils

Extent of the component in the map unit: 22 percent

Geomorphic setting: Drainageways on uplands

Position on landform: Toeslopes

Parent material: Alluvium
156 Soil Survey

Slope: 1 to 12 percent

Runoff: Low

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 7.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—6e

Ecological site number and name—078XY073OK, Sandy Prairie

Representative profile:

A—0 to 9 inches; loam

Bw—9 to 18 inches; loam

Bk—18 to 35 inches; fine sandy loam

BC—35 to 47 inches; fine sandy loam

C—47 to 80 inches; fine sandy loam

Location of representative profile: About 300 feet south and 800 feet west of the

northeast corner of sec. 29, T. 28 N., R. 23 W.

Management

Major uses: Rangeland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WQnB—Woodward-Quinlan complex, 1 to 3 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Woodward and similar soils

Extent of the component in the map unit: 45 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits

Parent material: Residuum weathered from sandstone

Slope: 1 to 3 percent

Runoff: Low

Soil depth: 20 to 40 inches to paralithic bedrock
Harper County, Oklahoma 157

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 4.9 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3s

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

A—0 to 8 inches; loam

Bw—8 to 19 inches; loam

BC—19 to 25 inches; very fine sandy loam

Cr—25 to 30 inches; weathered bedrock

Location of representative profile: About 200 feet south and 1,350 feet west of the

northeast corner of sec. 19, T. 29 N., R. 23 W.

Quinlan and similar soils

Extent of the component in the map unit: 43 percent

Geomorphic setting: Hills on uplands

Position on landform: Summits and shoulders

Parent material: Residuum weathered from sandstone

Slope: 1 to 3 percent

Runoff: Medium

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 3.0 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4s

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

Ap—0 to 6 inches; loam

Bw—6 to 18 inches; very fine sandy loam

Cr—18 to 22 inches; weathered bedrock

Location of representative profile: About 250 feet south and 1,300 feet west of the

northeast corner of sec. 19, T. 29 N., R. 23 W.

Minor Components

• Selman and similar soils: 7 percent

• Knoco and similar soils: 3 percent

• Hollister and similar soils: 1 percent

• Vernon and similar soils: 1 percent
158 Soil Survey

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WQnC—Woodward-Quinlan complex, 3 to 5 percent

slopes

Map Unit Setting

Major land resource area: 78C

General location: Throughout the county

Elevation: 1,800 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Woodward and similar soils

Extent of the component in the map unit: 56 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 3 to 5 percent

Runoff: Low

Soil depth: 20 to 40 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 5.8 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Ecological site number and name—078XY057OK, Loamy Prairie (cal)

Representative profile:

Ap—0 to 7 inches; loam

Bw—7 to 30 inches; loam

Cr—30 to 35 inches; weathered bedrock

Location of representative profile: About 2,700 feet south and 500 feet west of the

northeast corner of sec. 14, T. 28 N., R. 22 W.

Quinlan and similar soils

Extent of the component in the map unit: 22 percent

Geomorphic setting: Hills on uplands

Position on landform: Backslopes

Parent material: Residuum weathered from sandstone

Slope: 3 to 5 percent
Harper County, Oklahoma 159

Runoff: Medium

Soil depth: 10 to 20 inches to paralithic bedrock

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderate

Slowest permeability class within a depth of 80 inches: Moderately slow

Drainage class: Well drained

Available water capacity: About 2.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: None

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—4s

Ecological site number and name—078XY083OK, Shallow Prairie (north)

Representative profile:

Ap—0 to 8 inches; loam

Bw—8 to 13 inches; loam

Cr—13 to 18 inches; weathered bedrock

Location of representative profile: About 2,100 feet south and 500 feet west of the

northeast corner of sec. 14, T. 28 N., R. 22 W.

Minor Components

• Selman and similar soils: 14 percent

• St. Paul and similar soils: 4 percent

• Deepwood and similar soils: 2 percent

• Knoco and similar soils: 2 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WslA—Westola fine sandy loam, 0 to 1 percent slopes,

occasionally flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Westola and similar soils

Extent of the component in the map unit: 75 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible
160 Soil Survey

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 8.5 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Occasional

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 8 inches; fine sandy loam

AC—8 to 16 inches; fine sandy loam

C1—16 to 27 inches; stratified loamy fine sand to fine sandy loam

C2—27 to 33 inches; clay loam

C3—33 to 80 inches; stratified fine sandy loam to loamy fine sand

Location of representative profile: About 450 feet south and 2,350 feet west of the

northeast corner of sec. 9, T. 26 N., R. 25 W. (fig. 16)

Minor Components

• Lincoln and similar soils: 11 percent

• Colorado and similar soils: 9 percent

• Yomont and similar soils: 5 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

WstA—Westola fine sandy loam, 0 to 1 percent slopes,

rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Along major rivers and streams

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Westola and similar soils

Extent of the component in the map unit: 88 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent
Harper County, Oklahoma 161

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 8.8 inches

Depth to a seasonal high water table: More than 6 feet

Figure 16.—Profile of a soil in the Westola series.
162 Soil Survey

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 10 inches; fine sandy loam

BC—10 to 25 inches; very fine sandy loam

BCk—25 to 43 inches; very fine sandy loam

C1—43 to 90 inches; stratified very fine sandy loam to silty clay

C2—90 to 99 inches; stratified loamy fine sand to very fine sandy loam

Location of representative profile: About 2,600 feet north and 1,600 feet west of the

southeast corner of sec. 17, T. 27 N., R. 21 W.

Minor Components

• Jester and similar soils: 12 percent

Management

Major uses: Rangeland and cropland (fig. 17)

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

YmrA—Yomont loam, 0 to 1 percent slopes, rarely flooded

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Figure 17.—Little bluestem pasture in an area of Westola fine sandy loam, 0 to 1 percent slopes,

rarely flooded.
Harper County, Oklahoma 163

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres

Major Component Description

Yomont and similar soils

Extent of the component in the map unit: 100 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 10.3 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Rare

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—2e

Land capability classification, irrigated—2e

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 12 inches; loam

C1—12 to 24 inches; silt loam

C2—24 to 31 inches; silt loam

C3—31 to 39 inches; silt loam

C4—39 to 80 inches; very fine sandy loam

Location of representative profile: About 2,200 feet south and 1,750 feet west of the

northeast corner of sec. 15, T. 29 N., R. 24 W.

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”

YmtA—Yomont loam, 0 to 1 percent slopes, occasionally

flooded

Map Unit Setting

Major land resource area: 78C

General location: Eastern part of the county

Elevation: 1,600 to 2,200 feet

Mean annual precipitation: 22 to 24 inches

Mean annual air temperature: 57 to 59 degrees F

Frost-free period: 185 to 200 days

Shape of individual mapped areas: Irregular

Size of areas: 10 to 200 acres
164

Major Component Description

Yomont and similar soils

Extent of the component in the map unit: 94 percent

Geomorphic setting: Flood plains in river valleys

Parent material: Alluvium

Slope: 0 to 1 percent

Runoff: Negligible

Soil depth: More than 60 inches

Slowest permeability class of the soil to a depth of 60 inches or to a restrictive layer:

Moderately rapid

Slowest permeability class within a depth of 80 inches: Moderately rapid

Drainage class: Well drained

Available water capacity: About 10.2 inches

Depth to a seasonal high water table: More than 6 feet

Flooding: Occasional

Ponding: None

Interpretive groups:

Land capability classification, nonirrigated—3e

Land capability classification, irrigated—3e

Ecological site number and name—078XY050OK, Loamy Bottomland

Representative profile:

A—0 to 7 inches; loam

AC—7 to 16 inches; silt loam

C1—16 to 21 inches; loam

C2—21 to 60 inches; silt loam

2C3—60 to 80 inches; stratified sand to coarse sand

Location of representative profile: About 1,600 feet south and 2,000 feet east of the

northwest corner of sec. 20, T. 26 N., R. 21 W.

Minor Components

• Westola and similar soils: 6 percent

Management

Major uses: Rangeland and cropland

For general and detailed information about managing this map unit, see the

sections “Use and Management of the Soils” and “Soil Properties.”
165

This soil survey is an inventory and evaluation of the soils in the survey area. It can

be used to adjust land uses to the limitations and potentials of natural resources and

the environment. Also, it can help to prevent soil-related failures in land uses.

In preparing a soil survey, soil scientists, conservationists, engineers, and others

collect extensive field data about the nature and behavioral characteristics of the

soils. They collect data on erosion, droughtiness, flooding, and other factors that

affect various soil uses and management. Field experience and collected data on soil

properties and performance are used as a basis in predicting soil behavior.

Information in this section can be used to plan the use and management of soils

for crops and pasture; as 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.

Interpretive ratings help engineers, planners, and others understand how soil

properties influence important nonagricultural uses, such as building site

development and acquisition of construction materials. The ratings indicate the most

restrictive soil features affecting the suitability of the soils for these uses.

Soils are rated in their natural state. No unusual modification of the soil site or

material is made other than that which is considered normal practice for the rated

use. Even though soils may have limitations, it is important to remember that

engineers and others can modify soil features or can design or adjust the plans for a

structure to compensate for most of the limitations. Most of these practices, however,

are costly. The final decision in selecting a site for a particular use generally involves

weighing the costs of site preparation and maintenance.

Planners and others using soil survey information can evaluate the effect of

specific land uses on productivity and on the environment in all or part of the survey

area. The survey can help planners to maintain or create a land use pattern in

harmony with the natural soil.

Contractors can use this survey to locate sources of sand and gravel, roadfill, and

topsoil. They can use it to identify areas where bedrock, wetness, or very firm soil

layers can cause difficulty in excavation.

Health officials, highway officials, engineers, and others may also find this survey

useful. The survey can help them plan the safe disposal of wastes and locate sites for

pavements, sidewalks, campgrounds, playgrounds, lawns, and trees and shrubs.

Agronomy

General management concerns affecting crops, hay, and pasture are identified in

this section. The system of land capability classification used by the Natural

Resources Conservation Service 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

obtaining specific information from the local office of the Natural Resources

Conservation Service or the Cooperative Extension Service.

Use and Management of the Soils
166 Soil Survey

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 that are designed to show suitability and limitations of

groups of soils for rangeland, for woodland, or for engineering purposes.

In the capability system, as described in “Land Capability Classification” (USDA,

1961), soils generally are grouped at three levels: capability class, subclass, and unit.

These levels indicate the degree and kinds of limitations affecting mechanized

farming systems that produce the more commonly grown field crops, such as corn,

small grain, cotton, hay, and field-grown vegetables. Only class and subclass are

used in this survey.

Capability classes, the broadest groups, are designated by Arabic numerals 1

through 8. The numerals indicate progressively greater limitations and narrower

choices for practical use.

If properly managed, soils in classes 1, 2, 3, and 4 are suitable for the mechanized

production of commonly grown field crops and for pasture and woodland. The degree

of the soil limitations affecting the production of cultivated crops increases

progressively from class 1 to class 4. The limitations can affect levels of production

and the risk of permanent soil deterioration caused by erosion and other factors.

Soils in classes 5, 6, and 7 are generally not suited to the mechanized production

of commonly grown field crops without special management, but they are suitable for

plants that provide a permanent cover, such as grasses and trees. The severity of the

soil limitations affecting crops increases progressively from class 5 to class 7. The

local office of the Natural Resources Conservation Service or the Cooperative

Extension Service can provide guidance on the use of these soils as cropland.

Areas in class 8 are generally not suitable for crops, pasture, rangeland, or

woodland. These areas may have potential for other uses, such as recreational

facilities and wildlife habitat.

Capability subclasses identify the dominant kind of limitation in the class. They are

designated by adding a small letter, e, w, s, or c, to the class numeral, for example,

2e. The letter e shows that the main hazard is the risk of erosion unless a closegrowing plant cover is maintained; w shows that water in or on the soil interferes with

plant growth or cultivation (in some soils the wetness can be partly corrected by

artificial drainage); s shows that the soil is limited mainly because it is shallow,

droughty, or stony; and c, used in only some parts of the United States, shows that

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

There are no subclasses in class 1 because the soils of this class have few

limitations. Class 5 contains only the subclasses indicated by w, s, or c because the

soils in class 5 are subject to little or no erosion. They have other limitations that

restrict their use mainly to pasture, rangeland, woodland, wildlife habitat, or

recreation.

The capability classification of each map unit is given in tables 5 and 6, “Land

Capability and Yields per Acre of Crops” and “Land Capability and Yields per Acre of

Hay and Pasture.”
Table 5.--Land Capability and Yields per Acre of Crops [Yields in the "N" columns are for nonirrigated areas; those in the "I" columns are for irrigated areas. Yields ar

 expected under a high level of management. Absence of a yield indicates that the soil is not suited to the cr generally is not grown on the soil] ____________________________________________________________________________________________________________________ | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | AbbA: | | | | | | | | | | |  Abbie--------------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | AbbB: | | | | | | | | | | |  Abbie--------------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | AbbB2: | | | | | | | | | | |  Abbie--------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | AbbC: | | | | | | | | | | |  Abbie--------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | AbbC2: | | | | | | | | | | |  Abbie--------------| 3e | 3e | 2.5 | 5.0 | 60 | 140 | 8 | 17 | 35 | 90 |  | | | | | | | | | | | AbsB: | | | | | | | | | | |  Abilene------------| 2e | 2e | 3.0 | 6.0 | 60 | 170 | 9 | 18 | 30 | 110 |  | | | | | | | | | | | AclA: | | | | | | | | | | |  Abbie--------------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | AflB: | | | | | | | | | | |  Abbie--------------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | AflC: | | | | | | | | | | |  Abbie--------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | BdaB: | | | | | | | | | | |  Berda--------------| 3e | 3e | 3.5 | 6.0 | 70 | 150 | 6 | 15 | 25 | 75 |  | | | | | | | | | | | BdaC: | | | | | | | | | | |  Berda--------------| 3e | 3e | 2.5 | 4.5 | 60 | 140 | 6 | 15 | 25 | 75 |  | | | | | | | | | | | BdaD: | | | | | | | | | | |  Berda--------------| 4e | 4e | 2.0 | 4.0 | 50 | 130 | 5 | 12 | 20 | 65 |  | | | | | | | | | | | CRVE: | | | | | | | | | | |  Cottonwood---------| 7s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | CRVE: | | | | | | | | | | |  Vinson-------------| 3e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | DAM: | | | | | | | | | | |  Dam----------------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | DevE: | | | | | | | | | | |  Devol--------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | DpwB: | | | | | | | | | | |  Deepwood-----------| 2e | --- | 2.0 | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | | DpwC: | | | | | | | | | | |  Deepwood-----------| 3e | --- | 2.0 | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | | DpwD: | | | | | | | | | | |  Deepwood-----------| 4e | --- | 1.5 | --- | --- | --- | --- | --- | 18 | --- |  | | | | | | | | | | | DpwE: | | | | | | | | | | |  Deepwood-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | DvlB: | | | | | | | | | | |  Devol--------------| 3e | 3e | 3.5 | 6.0 | 80 | 170 | 7 | 15 | 30 | 80 |  | | | | | | | | | | | DvlC: | | | | | | | | | | |  Devol--------------| 3e | 3e | 3.5 | 6.0 | 80 | 170 | 7 | 15 | 30 | 80 |  | | | | | | | | | | | DvlD: | | | | | | | | | | |  Devol--------------| 4e | 4e | 3.0 | 5.0 | 80 | 170 | 6 | 14 | 28 | 70 |  | | | | | | | | | | | EdlC: | | | | | | | | | | |  Eda----------------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | EdlE: | | | | | | | | | | |  Eda----------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | FayB: | | | | | | | | | | |  Farry--------------| 2e | 2e | 3.0 | 5.0 | 80 | 170 | 10 | 20 | 38 | 100 |  | | | | | | | | | | | FayC: | | | | | | | | | | |  Farry--------------| 3e | 3e | 2.8 | 5.0 | 70 | 160 | 8 | 18 | 35 | 90 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | FoFE: | | | | | | | | | | |  Fortyone-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Farry--------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | FrkA: | | | | | | | | | | |  Frankirk-----------| 1 | 1 | 3.0 | 6.0 | 60 | 170 | 9 | 18 | 30 | 110 |  | | | | | | | | | | | FrkB: | | | | | | | | | | |  Frankirk-----------| 2e | 2e | 3.0 | 6.0 | 60 | 170 | 9 | 18 | 30 | 110 |  | | | | | | | | | | | FtnB: | | | | | | | | | | |  Fortyone-----------| 3s | 2e | 3.0 | 5.5 | 50 | 140 | 8 | 18 | 30 | 65 |  | | | | | | | | | | | FtnC: | | | | | | | | | | |  Fortyone-----------| 3e | 3e | 3.0 | 4.5 | 45 | 130 | 7 | 17 | 30 | 80 |  | | | | | | | | | | | FtnD: | | | | | | | | | | |  Fortyone-----------| 4e | 4e | 2.8 | 4.0 | 40 | 120 | 7 | 15 | 25 | 70 |  | | | | | | | | | | | GcsA: | | | | | | | | | | |  Gracemore----------| 4w | 4w | 3.0 | 4.5 | 50 | 150 | 10 | 20 | 35 | 90 |  | | | | | | | | | | | GdfB: | | | | | | | | | | |  Grandfield---------| 2e | 2e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 30 | 80 |  | | | | | | | | | | | GdfC: | | | | | | | | | | |  Grandfield---------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 30 | 80 |  | | | | | | | | | | | GDGE: | | | | | | | | | | |  Grandfield---------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Devol--------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Grandmore----------| 3e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | GdmB: | | | | | | | | | | |  Grandmore----------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 30 | 80 |  | | | | | | | | | | | GfsA: | | | | | | | | | | |  Gracemore----------| 4w | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | GmrA: | | | | | | | | | | |  Gracemont----------| 4w | 4w | 3.0 | 4.5 | 60 | 140 | 10 | 20 | 35 | 90 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | GmsA: | | | | | | | | | | |  Gracemont----------| 4w | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | GrmA: | | | | | | | | | | |  Gracemore----------| 4w | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | HdGB: | | | | | | | | | | |  Hardeman-----------| 3e | 3e | 3.0 | 5.5 | 50 | 140 | 8 | 18 | 30 | 65 |  | | | | | | | | | | |  Grandmore----------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 30 | 80 |  | | | | | | | | | | | HdGC: | | | | | | | | | | |  Hardeman-----------| 3e | 3e | 3.0 | 5.5 | 50 | 140 | 8 | 18 | 30 | 65 |  | | | | | | | | | | |  Grandmore----------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 30 | 80 |  | | | | | | | | | | | HdmB: | | | | | | | | | | |  Hardeman-----------| 3e | 3e | 3.0 | 5.5 | 50 | 140 | 8 | 18 | 30 | 65 |  | | | | | | | | | | | HdmC: | | | | | | | | | | |  Hardeman-----------| 3e | 3e | 3.0 | 5.5 | 50 | 140 | 8 | 18 | 30 | 65 |  | | | | | | | | | | | IreA: | | | | | | | | | | |  Irene--------------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | IreB: | | | | | | | | | | |  Irene--------------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | IreC: | | | | | | | | | | |  Irene--------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | IreD: | | | | | | | | | | |  Irene--------------| 4e | 4e | 2.5 | 5.0 | 60 | 140 | 8 | 17 | 35 | 90 |  | | | | | | | | | | | JssF: | | | | | | | | | | |  Jester-------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | JstC: | | | | | | | | | | |  Jester-------------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | KidB: | | | | | | | | | | |  Kingsdown----------| 2e | 2e | 3.0 | 5.5 | 50 | 140 | 8 | 18 | 30 | 65 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | KiHE: | | | | | | | | | | |  Kingsdown----------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Hardeman-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | LgtA: | | | | | | | | | | |  Lugert-------------| 2w | --- | 3.0 | --- | --- | --- | --- | --- | 40 | --- |  | | | | | | | | | | | LiJC: | | | | | | | | | | |  Lincoln------------| 3s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Jester-------------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | LikB: | | | | | | | | | | |  Likes--------------| 3s | 3e | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | LisA: | | | | | | | | | | |  Lincoln------------| 5w | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | LncA: | | | | | | | | | | |  Lincoln------------| 3s | 2e | 2.5 | 5.0 | --- | --- | --- | --- | 25 | 50 |  | | | | | | | | | | | LRoE: | | | | | | | | | | |  Laverne------------| 7s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | LshA: | | | | | | | | | | |  Lesho--------------| 3e | 2e | 2.7 | 5.5 | --- | --- | --- | --- | 27 | 55 |  | | | | | | | | | | | LsoA: | | | | | | | | | | |  Lincoln------------| 3s | --- | 2.0 | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | | M-W: | | | | | | | | | | |  Water. | | | | | | | | | | |  | | | | | | | | | | | MLBB: | | | | | | | | | | |  Mobeetie-----------| 3e | 3e | 3.0 | 5.5 | 50 | 160 | 8 | 18 | 30 | 80 |  | | | | | | | | | | |  Likes--------------| 3e | 3e | --- | 4.5 | --- | 80 | --- | 15 | --- | 50 |  | | | | | | | | | | |  Berda--------------| 3e | 3e | 3.5 | 6.0 | 70 | 160 | 6 | 15 | 25 | 75 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | MLBC: | | | | | | | | | | |  Mobeetie-----------| 3e | 3e | 3.0 | 5.5 | 50 | 160 | 8 | 18 | 30 | 65 |  | | | | | | | | | | |  Likes--------------| 3e | 3e | --- | 4.5 | --- | 80 | --- | 15 | --- | 50 |  | | | | | | | | | | |  Berda--------------| 3e | 3e | 2.5 | 4.5 | 60 | 150 | 6 | 15 | 25 | 75 |  | | | | | | | | | | | MLBE: | | | | | | | | | | |  Mobeetie-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Likes--------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Berda--------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | MnsB: | | | | | | | | | | |  Mansic-------------| 2e | 2e | 3.5 | 6.0 | 70 | 150 | 6 | 15 | 25 | 75 |  | | | | | | | | | | | MnsC: | | | | | | | | | | |  Mansic-------------| 3e | 3e | 2.5 | 4.5 | 60 | 140 | 6 | 15 | 25 | 75 |  | | | | | | | | | | | MsnB: | | | | | | | | | | |  Manson-------------| 2e | 2e | 3.0 | 5.5 | 70 | 160 | 5 | 15 | 20 | 50 |  | | | | | | | | | | | MsnC: | | | | | | | | | | |  Manson-------------| 3e | 3e | 3.0 | 5.5 | 70 | 160 | 5 | 15 | 20 | 50 |  | | | | | | | | | | | MsnC2: | | | | | | | | | | |  Manson-------------| 3e | 3e | 2.5 | 4.5 | 50 | 140 | 3.5 | 11 | 15 | 40 |  | | | | | | | | | | | OMBE: | | | | | | | | | | |  Oklark-------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Mansic-------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Berda--------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | OMBG: | | | | | | | | | | |  Oklark-------------| 7e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Mansic-------------| 7e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Berda--------------| 7e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | PdoA: | | | | | | | | | | |  Paloduro-----------| 2e | 2e | 2.8 | 5.0 | 60 | 150 | 5 | 15 | 20 | 40 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | PdoB: | | | | | | | | | | |  Paloduro-----------| 2e | 2e | 2.8 | 5.0 | 60 | 150 | 5 | 15 | 20 | 40 |  | | | | | | | | | | | PdoC2: | | | | | | | | | | |  Paloduro-----------| 3e | 3e | 2.0 | 4.0 | 50 | 145 | 4.2 | 12 | 15 | 30 |  | | | | | | | | | | | PIT: | | | | | | | | | | |  Pits---------------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | PlmB: | | | | | | | | | | |  Plemons------------| 3e | 3e | 3.0 | 5.5 | 70 | 160 | 5 | 15 | 20 | 50 |  | | | | | | | | | | | PlmC: | | | | | | | | | | |  Plemons------------| 3e | 3e | 3.0 | 5.5 | 70 | 160 | 5 | 15 | 20 | 50 |  | | | | | | | | | | | PlmD: | | | | | | | | | | |  Plemons------------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | QnWC3: | | | | | | | | | | |  Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | QnWD: | | | | | | | | | | |  Quinlan------------| 4e | --- | 1.0 | --- | --- | --- | --- | --- | 15 | --- |  | | | | | | | | | | |  Woodward-----------| 4e | --- | 2.0 | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | | QnWE: | | | | | | | | | | |  Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | QRWG: | | | | | | | | | | |  Quinlan------------| 7e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | QRYG: | | | | | | | | | | |  Quinlan------------| 7e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Yomont-------------| 5w | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | QWDE: | | | | | | | | | | |  Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Deepwood-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | QWRC: | | | | | | | | | | |  Quinlan------------| 4s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Woodward-----------| 3e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | RoCH: | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Cottonwood---------| 7s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | RssA: | | | | | | | | | | |  Rosston------------| 5w | --- | --- | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | | SAL: | | | | | | | | | | |  Salt flats---------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | SelA: | | | | | | | | | | |  Selman-------------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | SelB: | | | | | | | | | | |  Selman-------------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | SelC: | | | | | | | | | | |  Selman-------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | SelC2: | | | | | | | | | | |  Selman-------------| 3e | 3e | 2.5 | 5.0 | 60 | 140 | 8 | 17 | 35 | 90 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | SelD: | | | | | | | | | | |  Selman-------------| 4e | 4e | 2.5 | 5.0 | 60 | 140 | 8 | 17 | 35 | 90 |  | | | | | | | | | | | SelD2: | | | | | | | | | | |  Selman-------------| 4e | 4e | 2.0 | 4.0 | 50 | 130 | 6 | 15 | 30 | 80 |  | | | | | | | | | | | SprA: | | | | | | | | | | |  Spur---------------| 2e | 2e | 3.5 | 6.0 | 60 | 160 | 9 | 15 | 25 | 110 |  | | | | | | | | | | | SpsA: | | | | | | | | | | |  Spur---------------| 3s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | StpA: | | | | | | | | | | |  St. Paul-----------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | StpB: | | | | | | | | | | |  St. Paul-----------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | StpC: | | | | | | | | | | |  St. Paul-----------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | StpD: | | | | | | | | | | |  St. Paul-----------| 4e | 4e | 2.5 | 5.0 | 60 | 140 | 8 | 17 | 35 | 90 |  | | | | | | | | | | | TeWE: | | | | | | | | | | |  Teagard------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Wellsford----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | TexA: | | | | | | | | | | |  Texroy-------------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | TexB: | | | | | | | | | | |  Texroy-------------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | TexC: | | | | | | | | | | |  Texroy-------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | TipA: | | | | | | | | | | |  Tipton-------------| 1 | 1 | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | TipB: | | | | | | | | | | |  Tipton-------------| 2e | 2e | 3.5 | 6.0 | 80 | 170 | 10 | 20 | 45 | 110 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | TipC: | | | | | | | | | | |  Tipton-------------| 3e | 3e | 3.0 | 5.5 | 70 | 150 | 10 | 20 | 40 | 100 |  | | | | | | | | | | | TipD: | | | | | | | | | | |  Tipton-------------| 4e | 4e | 2.5 | 5.0 | 60 | 140 | 8 | 17 | 35 | 90 |  | | | | | | | | | | | TRQC: | | | | | | | | | | |  Talpa--------------| 4s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Rock outcrop-------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Quinlan------------| 4s | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | TvlC: | | | | | | | | | | |  Tivoli-------------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | TvlE: | | | | | | | | | | |  Tivoli-------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | TvlG: | | | | | | | | | | |  Tivoli-------------| 7e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | VerB: | | | | | | | | | | |  Vernon-------------| 3s | --- | 2.0 | --- | --- | --- | --- | --- | 25 | --- |  | | | | | | | | | | | VerC: | | | | | | | | | | |  Vernon-------------| 4e | --- | 2.0 | --- | --- | --- | --- | --- | 25 | --- |  | | | | | | | | | | | VerD: | | | | | | | | | | |  Vernon-------------| 4e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | VrrB: | | | | | | | | | | |  Vernon-------------| 3s | --- | 2.0 | --- | --- | --- | --- | --- | 30 | --- |  | | | | | | | | | | | VrrC: | | | | | | | | | | |  Vernon-------------| 3e | --- | 2.0 | --- | --- | --- | --- | --- | 25 | --- |  | | | | | | | | | | | W: | | | | | | | | | | |  Water--------------| 8 | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | WodA: | | | | | | | | | | |  Woods--------------| 2s | 2s | 3.0 | 6.0 | 60 | 170 | 9 | 18 | 30 | 110 |  | | | | | | | | | | | WodB: | | | | | | | | | | |  Woods--------------| 3e | 3e | 3.0 | 6.0 | 60 | 170 | 9 | 18 | 30 | 110 |  | | | | | | | | | | | 
Table 5.--Land Capability and Yields per Acre of Crops--Continued ____________________________________________________________________________________________________________________

 | Land | | | | | Map symbol | capability | Alfalfa hay | Corn | Corn silage | Grain sorghum |  and soil name |_____________|___________________|___________________|___________________|___________________|_ | N | I | N | I | N | I | N | I | N | I | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_ | | | Tons | Tons | Bu | Bu | Tons | Tons | Bu | Bu | 

 | | | | | | | | | | | WodC: | | | | | | | | | | |  Woods--------------| 3e | 3e | 3.0 | 6.0 | 50 | 160 | 7 | 15 | 28 | 100 |  | | | | | | | | | | | WQHE: | | | | | | | | | | |  Westola------------| 2w | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | |  Hardeman-----------| 6e | --- | --- | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | | WQnB: | | | | | | | | | | |  Woodward-----------| 3s | --- | 2.0 | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | |  Quinlan------------| 4s | --- | 1.0 | --- | --- | --- | --- | --- | 15 | --- |  | | | | | | | | | | | WQnC: | | | | | | | | | | |  Woodward-----------| 3e | --- | 2.0 | --- | --- | --- | --- | --- | 20 | --- |  | | | | | | | | | | |  Quinlan------------| 4s | --- | 1.0 | --- | --- | --- | --- | --- | 15 | --- |  | | | | | | | | | | | WslA: | | | | | | | | | | |  Westola------------| 2e | 2e | 4.5 | 6.0 | --- | --- | --- | --- | 50 | 90 |  | | | | | | | | | | | WstA: | | | | | | | | | | |  Westola------------| 2e | 2e | 5.0 | 6.5 | --- | --- | --- | --- | 55 | 100 |  | | | | | | | | | | | YmrA: | | | | | | | | | | |  Yomont-------------| 2e | 2e | 5.0 | 6.5 | --- | --- | --- | --- | 55 | 110 |  | | | | | | | | | | | YmtA: | | | | | | | | | | |  Yomont-------------| 3e | 3e | 4.5 | 6.0 | --- | --- | --- | --- | 50 | 100 |  | | | | | | | | | | | ____________________|______|______|_________|_________|_________|_________|_________|_________|_________|_________|_
178 Soil Survey

Table 6.--Land Capability and Yields per Acre of Hay and Pasture

[Yields in the "N" columns are for nonirrigated areas; those in the "I" columns are for

 irrigated areas. Yields are those that can be expected under a high level of management.

 Absence of a yield indicates that the soil is not suited to the crop or the crop

 generally is not grown on the soil]

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

AbbA: | | | | | | | |

 Abbie--------------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

AbbB: | | | | | | | |

 Abbie--------------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

AbbB2: | | | | | | | |

 Abbie--------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

AbbC: | | | | | | | |

 Abbie--------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

AbbC2: | | | | | | | |

 Abbie--------------| 3e | 3e | 5.0 | --- | 3.1 | --- | 6.0 | ---

 | | | | | | | |

AbsB: | | | | | | | |

 Abilene------------| 2e | 2e | 4.5 | --- | 3.3 | --- | 5.5 | ---

 | | | | | | | |

AclA: | | | | | | | |

 Abbie--------------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

AflB: | | | | | | | |

 Abbie--------------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

AflC: | | | | | | | |

 Abbie--------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

BdaB: | | | | | | | |

 Berda--------------| 3e | 3e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

BdaC: | | | | | | | |

 Berda--------------| 3e | 3e | 2.2 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

BdaD: | | | | | | | |

 Berda--------------| 4e | 4e | 2.0 | --- | 3.0 | --- | 3.0 | ---

 | | | | | | | |

CRVE: | | | | | | | |

 Cottonwood---------| 7s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

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

 | | | | | | | |

 Vinson-------------| 3e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

DAM: | | | | | | | |

 Dam----------------| 8 | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

DevE: | | | | | | | |

 Devol--------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

DpwB: | | | | | | | |

 Deepwood-----------| 2e | --- | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

DpwC: | | | | | | | |

 Deepwood-----------| 3e | --- | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |
Harper County, Oklahoma 179

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

DpwD: | | | | | | | |

 Deepwood-----------| 4e | --- | 3.2 | --- | 3.1 | --- | 3.5 | ---

 | | | | | | | |

DpwE: | | | | | | | |

 Deepwood-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

DvlB: | | | | | | | |

 Devol--------------| 3e | 3e | 4.5 | --- | 3.3 | --- | 5.0 | ---

 | | | | | | | |

DvlC: | | | | | | | |

 Devol--------------| 3e | 3e | 4.5 | --- | 3.3 | --- | 5.0 | ---

 | | | | | | | |

DvlD: | | | | | | | |

 Devol--------------| 4e | 4e | 4.0 | --- | 2.8 | --- | 4.0 | ---

 | | | | | | | |

EdlC: | | | | | | | |

 Eda----------------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

EdlE: | | | | | | | |

 Eda----------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

FayB: | | | | | | | |

 Farry--------------| 2e | 2e | 4.1 | --- | 4.1 | --- | 5.5 | ---

 | | | | | | | |

FayC: | | | | | | | |

 Farry--------------| 3e | 3e | 4.1 | --- | 3.8 | --- | 5.5 | ---

 | | | | | | | |

FoFE: | | | | | | | |

 Fortyone-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Farry--------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

FrkA: | | | | | | | |

 Frankirk-----------| 1 | 1 | 4.5 | --- | 3.3 | --- | 5.5 | ---

 | | | | | | | |

FrkB: | | | | | | | |

 Frankirk-----------| 2e | 2e | 4.5 | --- | 3.3 | --- | 5.5 | ---

 | | | | | | | |

FtnB: | | | | | | | |

 Fortyone-----------| 3s | 2e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

FtnC: | | | | | | | |

 Fortyone-----------| 3e | 3e | 3.5 | --- | 3.8 | --- | 4.5 | ---

 | | | | | | | |

FtnD: | | | | | | | |

 Fortyone-----------| 4e | 4e | 3.5 | --- | 3.6 | --- | 4.0 | ---

 | | | | | | | |

GcsA: | | | | | | | |

 Gracemore----------| 4w | 4w | 4.0 | --- | 3.1 | --- | 3.5 | ---

 | | | | | | | |

GdfB: | | | | | | | |

 Grandfield---------| 2e | 2e | 5.5 | --- | 3.8 | --- | 6.0 | ---

 | | | | | | | |

GdfC: | | | | | | | |

 Grandfield---------| 3e | 3e | 5.5 | --- | 3.8 | --- | 6.0 | ---

 | | | | | | | |
180 Soil Survey

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

GDGE: | | | | | | | |

 Grandfield---------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Devol--------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Grandmore----------| 3e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

GdmB: | | | | | | | |

 Grandmore----------| 3e | 3e | 5.5 | --- | 3.8 | --- | 6.0 | ---

 | | | | | | | |

GfsA: | | | | | | | |

 Gracemore----------| 4w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

GmrA: | | | | | | | |

 Gracemont----------| 4w | 4w | 4.0 | --- | 3.8 | --- | 3.9 | ---

 | | | | | | | |

GmsA: | | | | | | | |

 Gracemont----------| 4w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

GrmA: | | | | | | | |

 Gracemore----------| 4w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

HdGB: | | | | | | | |

 Hardeman-----------| 3e | 3e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

 Grandmore----------| 3e | 3e | 5.5 | --- | 3.8 | --- | 6.0 | ---

 | | | | | | | |

HdGC: | | | | | | | |

 Hardeman-----------| 3e | 3e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

 Grandmore----------| 3e | 3e | 5.5 | --- | 3.8 | --- | 6.0 | ---

 | | | | | | | |

HdmB: | | | | | | | |

 Hardeman-----------| 3e | 3e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

HdmC: | | | | | | | |

 Hardeman-----------| 3e | 3e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

IreA: | | | | | | | |

 Irene--------------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

IreB: | | | | | | | |

 Irene--------------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

IreC: | | | | | | | |

 Irene--------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

IreD: | | | | | | | |

 Irene--------------| 4e | 4e | 5.0 | --- | 3.1 | --- | 6.0 | ---

 | | | | | | | |

JssF: | | | | | | | |

 Jester-------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

JstC: | | | | | | | |

 Jester-------------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

KidB: | | | | | | | |

 Kingsdown----------| 2e | 2e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |
Harper County, Oklahoma 181

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

KiHE: | | | | | | | |

 Kingsdown----------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Hardeman-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

LgtA: | | | | | | | |

 Lugert-------------| 2w | --- | 5.5 | --- | 4.1 | --- | 3.9 | ---

 | | | | | | | |

LiJC: | | | | | | | |

 Lincoln------------| 3s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Jester-------------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

LikB: | | | | | | | |

 Likes--------------| 3s | 3e | --- | --- | --- | --- | --- | ---

 | | | | | | | |

LisA: | | | | | | | |

 Lincoln------------| 5w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

LncA: | | | | | | | |

 Lincoln------------| 3s | 2e | 4.0 | --- | 2.6 | --- | --- | ---

 | | | | | | | |

LRoE: | | | | | | | |

 Laverne------------| 7s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

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

 | | | | | | | |

LshA: | | | | | | | |

 Lesho--------------| 3e | 2e | 4.5 | --- | 2.8 | --- | --- | ---

 | | | | | | | |

LsoA: | | | | | | | |

 Lincoln------------| 3s | --- | 3.0 | --- | 3.1 | --- | 2.5 | ---

 | | | | | | | |

M-W: | | | | | | | |

 Water. | | | | | | | |

 | | | | | | | |

MLBB: | | | | | | | |

 Mobeetie-----------| 3e | 3e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

 Likes--------------| 3e | 3e | 2.0 | --- | --- | 2.6 | --- | 2.5

 | | | | | | | |

 Berda--------------| 3e | 3e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

MLBC: | | | | | | | |

 Mobeetie-----------| 3e | 3e | 3.5 | --- | 3.6 | --- | 5.0 | ---

 | | | | | | | |

 Likes--------------| 3e | 3e | 2.0 | --- | --- | 2.6 | --- | 2.5

 | | | | | | | |

 Berda--------------| 3e | 3e | 2.2 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

MLBE: | | | | | | | |

 Mobeetie-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Likes--------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Berda--------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

MnsB: | | | | | | | |

 Mansic-------------| 2e | 2e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |
182 Soil Survey

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

MnsC: | | | | | | | |

 Mansic-------------| 3e | 3e | 2.2 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

MsnB: | | | | | | | |

 Manson-------------| 2e | 2e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

MsnC: | | | | | | | |

 Manson-------------| 3e | 3e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

MsnC2: | | | | | | | |

 Manson-------------| 3e | 3e | 2.0 | --- | 2.6 | --- | 2.5 | ---

 | | | | | | | |

OMBE: | | | | | | | |

 Oklark-------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Mansic-------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Berda--------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

OMBG: | | | | | | | |

 Oklark-------------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Mansic-------------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Berda--------------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

PdoA: | | | | | | | |

 Paloduro-----------| 2e | 2e | 2.5 | --- | 2.8 | --- | 4.0 | ---

 | | | | | | | |

PdoB: | | | | | | | |

 Paloduro-----------| 2e | 2e | 2.5 | --- | 2.8 | --- | 4.0 | ---

 | | | | | | | |

PdoC2: | | | | | | | |

 Paloduro-----------| 3e | 3e | 2.0 | --- | 2.6 | --- | 3.0 | ---

 | | | | | | | |

PIT: | | | | | | | |

 Pits---------------| 8 | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

PlmB: | | | | | | | |

 Plemons------------| 3e | 3e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

PlmC: | | | | | | | |

 Plemons------------| 3e | 3e | 2.5 | --- | 3.1 | --- | 3.0 | ---

 | | | | | | | |

PlmD: | | | | | | | |

 Plemons------------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

QnWC3: | | | | | | | |

 Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

QnWD: | | | | | | | |

 Quinlan------------| 4e | --- | 2.5 | --- | 3.1 | --- | 2.0 | ---

 | | | | | | | |

 Woodward-----------| 4e | --- | 3.5 | --- | 3.6 | --- | 2.5 | ---

 | | | | | | | |
Harper County, Oklahoma 183

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

QnWE: | | | | | | | |

 Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

QRWG: | | | | | | | |

 Quinlan------------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

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

 | | | | | | | |

 Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

QRYG: | | | | | | | |

 Quinlan------------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

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

 | | | | | | | |

 Yomont-------------| 5w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

QWDE: | | | | | | | |

 Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Woodward-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Deepwood-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

QWRC: | | | | | | | |

 Quinlan------------| 4s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Woodward-----------| 3e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

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

 | | | | | | | |

RoCH: | | | | | | | |

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

 | | | | | | | |

 Cottonwood---------| 7s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

RssA: | | | | | | | |

 Rosston------------| 5w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

SAL: | | | | | | | |

 Salt flats---------| 8 | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

SelA: | | | | | | | |

 Selman-------------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

SelB: | | | | | | | |

 Selman-------------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

SelC: | | | | | | | |

 Selman-------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

SelC2: | | | | | | | |

 Selman-------------| 3e | 3e | 5.0 | --- | 3.1 | --- | 6.0 | ---

 | | | | | | | |

SelD: | | | | | | | |

 Selman-------------| 4e | 4e | 5.0 | --- | 3.1 | --- | 6.0 | ---

 | | | | | | | |
184 Soil Survey

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

SelD2: | | | | | | | |

 Selman-------------| 4e | 4e | 4.0 | --- | 2.6 | --- | 4.5 | ---

 | | | | | | | |

SprA: | | | | | | | |

 Spur---------------| 2e | 2e | 5.5 | --- | 3.8 | --- | 4.1 | ---

 | | | | | | | |

SpsA: | | | | | | | |

 Spur---------------| 3s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

StpA: | | | | | | | |

 St. Paul-----------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

StpB: | | | | | | | |

 St. Paul-----------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

StpC: | | | | | | | |

 St. Paul-----------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

StpD: | | | | | | | |

 St. Paul-----------| 4e | 4e | 5.0 | --- | 3.1 | --- | 6.0 | ---

 | | | | | | | |

TeWE: | | | | | | | |

 Teagard------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Wellsford----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

TexA: | | | | | | | |

 Texroy-------------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

TexB: | | | | | | | |

 Texroy-------------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

TexC: | | | | | | | |

 Texroy-------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

TipA: | | | | | | | |

 Tipton-------------| 1 | 1 | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

TipB: | | | | | | | |

 Tipton-------------| 2e | 2e | 6.0 | --- | 4.1 | --- | 7.0 | ---

 | | | | | | | |

TipC: | | | | | | | |

 Tipton-------------| 3e | 3e | 6.0 | --- | 3.8 | --- | 7.0 | ---

 | | | | | | | |

TipD: | | | | | | | |

 Tipton-------------| 4e | 4e | 5.0 | --- | 3.1 | --- | 6.0 | ---

 | | | | | | | |

TRQC: | | | | | | | |

 Talpa--------------| 4s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

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

 | | | | | | | |

 Quinlan------------| 4s | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

TvlC: | | | | | | | |

 Tivoli-------------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

TvlE: | | | | | | | |

 Tivoli-------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |
Harper County, Oklahoma 185

Table 6.--Land Capability and Yields per Acre of Hay and Pasture--Continued

______________________________________________________________________________________________

 | | | |

 | Land |Introduced bluestem| Small grains | Sorghum hay

 Map symbol | capability | | grazeout |

 and soil name |_____________|___________________|___________________|___________________

 | N | I | N | I | N | I | N | I

____________________|______|______|_________|_________|_________|_________|_________|_________

 | | | AUM | AUM | AUM | AUM | Tons | Tons

 | | | | | | | |

TvlG: | | | | | | | |

 Tivoli-------------| 7e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

VerB: | | | | | | | |

 Vernon-------------| 3s | --- | 3.5 | --- | 3.3 | --- | 2.5 | ---

 | | | | | | | |

VerC: | | | | | | | |

 Vernon-------------| 4e | --- | 3.0 | --- | 2.8 | --- | 2.0 | ---

 | | | | | | | |

VerD: | | | | | | | |

 Vernon-------------| 4e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

VrrB: | | | | | | | |

 Vernon-------------| 3s | --- | 3.0 | --- | 3.1 | --- | 2.5 | ---

 | | | | | | | |

VrrC: | | | | | | | |

 Vernon-------------| 3e | --- | 3.0 | --- | 3.1 | --- | 2.0 | ---

 | | | | | | | |

W: | | | | | | | |

 Water--------------| 8 | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

WodA: | | | | | | | |

 Woods--------------| 2s | 2s | 4.5 | --- | 3.3 | --- | 5.5 | ---

 | | | | | | | |

WodB: | | | | | | | |

 Woods--------------| 3e | 3e | 4.5 | --- | 3.3 | --- | 5.5 | ---

 | | | | | | | |

WodC: | | | | | | | |

 Woods--------------| 3e | 3e | 4.5 | --- | 3.0 | --- | 5.0 | ---

 | | | | | | | |

WQHE: | | | | | | | |

 Westola------------| 2w | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Quinlan------------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

 Hardeman-----------| 6e | --- | --- | --- | --- | --- | --- | ---

 | | | | | | | |

WQnB: | | | | | | | |

 Woodward-----------| 3s | --- | 4.5 | --- | 3.6 | --- | 4.0 | ---

 | | | | | | | |

 Quinlan------------| 4s | --- | 2.5 | --- | 3.1 | --- | 2.0 | ---

 | | | | | | | |

WQnC: | | | | | | | |

 Woodward-----------| 3e | --- | 3.5 | --- | 3.6 | --- | 2.5 | ---

 | | | | | | | |

 Quinlan------------| 4s | --- | 2.5 | --- | 3.1 | --- | 2.0 | ---

 | | | | | | | |

WslA: | | | | | | | |

 Westola------------| 2e | 2e | 4.7 | --- | 4.1 | --- | 3.9 | ---

 | | | | | | | |

WstA: | | | | | | | |

 Westola------------| 2e | 2e | 5.0 | --- | 3.1 | --- | 3.9 | ---

 | | | | | | | |

YmrA: | | | | | | | |

 Yomont-------------| 2e | 2e | 5.0 | --- | 4.1 | --- | 3.9 | ---

 | | | | | | | |

YmtA: | | | | | | | |

 Yomont-------------| 3e | 3e | 4.7 | --- | 4.1 | --- | 3.9 | ---

 | | | | | | | |

____________________|______|______|_________|_________|_________|_________|_________|_________
186 Soil Survey

Estimated Yields of Crops, Pasture, and Hay

The average yields per acre that can be expected of the principal crops under a

high level of management are shown in the tables 5 and 6, “Land Capability and

Yields per Acre of Crops” and “Land Capability and Yields per Acre of Hay and

Pasture.” In any given year, yields may be higher or lower than those indicated in the

tables because of variations in rainfall and other climatic factors. The land capability

classification of each map unit also is shown in the tables.

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 are also considered.

The management needed to obtain the indicated yields of the various crops

depends on the kind of soil and the crop. Management can include drainage, erosion

control, and protection from flooding; the proper planting and seeding rates; suitable

high-yielding crop varieties; appropriate and timely tillage; control of weeds, plant

diseases, and harmful insects; favorable soil reaction and optimum levels of nitrogen,

phosphorus, potassium, and trace elements for each crop; effective use of crop

residue, barnyard manure, and green manure crops; and harvesting that ensures the

smallest possible loss.

For yields of irrigated crops, it is assumed that the irrigation system is adapted to

the soils and to the crops grown, that good-quality irrigation water is uniformly applied

as needed, and that tillage is kept to a minimum.

The estimated yields reflect the productive capacity of each soil for each of the

principal crops. Yields are likely to increase as new production technology is

developed. The productivity of a given soil compared with that of other soils, however,

is not likely to change.

Crops other than those shown in the table are grown in the survey area, but

estimated yields are not listed because the acreage of such crops is small.

Under good pasture management, proper grazing is essential for the production of

high-quality forage, stand survival, and erosion control. Proper grazing helps plants to

maintain sufficient and generally vigorous top growth during the growing season.

Brush control is essential in many areas, and weed control generally is needed.

Rotation grazing and renovation also are important management practices.

Yield estimates are often indicated in animal unit months (AUM), or the amount of

forage or feed required to feed one animal unit (one cow, one horse, one mule, five

sheep, or five goats) for 30 days.

The local office of the Natural Resources Conservation Service or of the

Cooperative Extension Service can provide information about forage yields other than

those shown in the tables.

Cropland Limitations and Hazards

The management concerns affecting the use of the detailed map units in the

survey area for crops are shown in table 7, “Cropland Limitations and Hazards.” The

main concerns in managing nonirrigated cropland are conserving moisture,

controlling soil blowing and water erosion, and maintaining soil fertility and tilth.

Conserving moisture primarily involves reducing the rates of evaporation and

runoff and increasing the rate of water infiltration. Applying conservation tillage and

conservation cropping systems, farming on the contour, stripcropping, establishing

field windbreaks, and leaving crop residue on the surface conserve moisture.

Generally, a combination of several practices is needed to control soil blowing and

water erosion. Conservation tillage, stripcropping, field windbreaks, tall grass barriers,

contour farming, conservation cropping systems, crop residue management,

diversions, and grassed waterways help to prevent excessive soil loss.
Harper County, Oklahoma 187

Measures that are effective in maintaining soil fertility include applying fertilizer,

both organic and inorganic, including manure; incorporating crop residue or green

manure crops into the soil; and using proper crop rotations. Controlling erosion helps

to prevent the loss of organic matter and plant nutrients and thus helps to maintain

productivity, although the level of fertility can be reduced even in areas where erosion

is controlled. All soils used for nonirrigated crops respond well to applications of

fertilizer.

On irrigated soils the main management concerns are efficient water use, nutrient

management, control of erosion, soil tilth, pest and weed control, and timely planting

and harvesting. An irrigation system that provides optimum control and distribution of

water at minimum cost is needed. Overirrigation wastes water, leaches plant

nutrients, and causes erosion. Also, it can create drainage problems, raise the water

table, and increase soil salinity.

Some of the limitations and hazards shown in the table cannot be easily overcome.

These are flooding, depth to rock, and ponding.

Additional limitations and hazards are as follows:

Excessive permeability.—This limitation causes deep leaching of nutrients and

pesticides. The capacity of the soil to retain moisture for plant use is poor.

Potential for ground-water pollution.—This is a hazard in soils with excessive

permeability, hard bedrock, or a water table within the profile.

Lime content, limited available water capacity, poor tilth, restricted permeability,

and surface crusting.—The adverse effects of these limitations can be reduced by

incorporating green manure crops, manure, or crop residue into the soil; applying a

system of conservation tillage; and using conservation cropping systems. Also, crops

may respond well to additions of phosphate fertilizer to soils that have a high content

of lime.

Slope.—Where the slope is more than 8 percent, water erosion and soil blowing

may be accelerated unless conservation farming practices are applied.

Salt and sodium content.—In areas where this is a limitation, only salt- and

sodium-tolerant crops should be grown.

Criteria for Limitations and Hazards

Following are the criteria used to determine the limitations and hazards.

Depth to rock.—Bedrock is within a depth of 40 inches.

Erosion by water.—The surface K factor multiplied by the upper slope limit is more

than 2 (same as prime farmland criteria).

Excessive permeability.—The upper limit of the permeability range is 6 inches or

more within the soil profile.

Flooding.—The component of the map unit is occasionally flooded or frequently

flooded.

Lime content.—The surface layer has a calcium carbonate equivalent of more than

5 percent or has a wind erodibility group of 4L.

Limited available water capacity.—The available water capacity calculated to a

depth of 60 inches or to a root-limiting layer is 6 inches or less.

Ponding.—A ponding duration is assigned to the component of the map unit.

Potential for ground-water pollution.—The soil has a water table within a depth of 4

feet or bedrock within 40 inches of the surface, or permeability is more than 2 inches

per hour within the soil profile.

Poor tilth.—The component of the map unit has more than 35 percent clay in the

surface layer.

Restricted permeability.—Permeability is 0.06 inch per hour or less within the soil

profile.

Salt content.—The component of the map unit has an electrical conductivity of

more than 4 in the surface layer or more than 8 within a depth of 30 inches.
188 Soil Survey

Slope.—The upper slope limit of the component of the map unit is more than 8

percent.

Sodium content.—The sodium adsorption ratio of the component of the map unit is

more than 13 within a depth of 30 inches.

Soil blowing.—The wind erodibility index is equal to or greater than 8.

Surface crusting.—The organic matter content is less than 2 percent in the surface

layer.

Surface stones.—The terms describing the texture of the surface layer include any

stony or bouldery modifier, or the map unit is a stony or bouldery phase.

Water table.—The component of the map unit has a water table within a depth of 3

feet.
Harper County, Oklahoma 189

Table 7.--Cropland Limitations and Hazards

[See text for a description of the limitations and

 hazards listed in this table]

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

AbbA: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

AbbB: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

AbbB2: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

AbbC: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

AbbC2: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

AbsB: |

 Abilene------------|None

 |

AclA: |

 Abbie--------------|None

 |

AflB: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

AflC: |

 Abbie--------------|Soil blowing

 |Potential for ground-water pollution

 |

BdaB: |

 Berda--------------|Soil blowing

 |Surface crusting

 |Lime content

 |

BdaC: |

 Berda--------------|Soil blowing

 |Surface crusting

 |Lime content

 |

BdaD: |

 Berda--------------|Soil blowing

 |Erosion by water

 |Surface crusting

 |Lime content

 |

CRVE: |

 Cottonwood---------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |
190 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

CRVE: |

 Rock outcrop-------|Non-soil material

 |

 Vinson-------------|Soil blowing

 |Depth to rock

 |Restricted permeability

 |Lime content

 |

DAM: |

 Dam----------------|Non-soil material

 |

DevE: |

 Devol--------------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |

DpwB: |

 Deepwood-----------|Lime content

 |

DpwC: |

 Deepwood-----------|Lime content

 |

DpwD: |

 Deepwood-----------|Erosion by water

 |

DpwE: |

 Deepwood-----------|Erosion by water

 |Slope

 |Lime content

 |

DvlB: |

 Devol--------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

DvlC: |

 Devol--------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

DvlD: |

 Devol--------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

EdlC: |

 Eda----------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |

EdlE: |

 Eda----------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Slope

 |

FayB: |

 Farry--------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |
Harper County, Oklahoma 191

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

FayC: |

 Farry--------------|Soil blowing

 |Potential for ground-water pollution

 |

FoFE: |

 Fortyone-----------|Soil blowing

 |Erosion by water

 |Excessive permeability

 |Potential for ground-water pollution

 |Slope

 |

 Farry--------------|Soil blowing

 |Erosion by water

 |Excessive permeability

 |Potential for ground-water pollution

 |Slope

 |

FrkA: |

 Frankirk-----------|None

 |

FrkB: |

 Frankirk-----------|None

 |

FtnB: |

 Fortyone-----------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |

FtnC: |

 Fortyone-----------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |

FtnD: |

 Fortyone-----------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |

GDGE: |

 Grandfield---------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

 Devol--------------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Surface crusting

 |

 Grandmore----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

GcsA: |

 Gracemore----------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Water table

 |Surface crusting

 |
192 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

GdfB: |

 Grandfield---------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

GdfC: |

 Grandfield---------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

GdmB: |

 Grandmore----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

GfsA: |

 Gracemore----------|Soil blowing

 |Flooding

 |Excessive permeability

 |Salt content

 |Potential for ground-water pollution

 |Water table

 |Surface crusting

 |Lime content

 |

GmrA: |

 Gracemont----------|Soil blowing

 |Potential for ground-water pollution

 |Water table

 |Surface crusting

 |Lime content

 |

GmsA: |

 Gracemont----------|Soil blowing

 |Salt content

 |Potential for ground-water pollution

 |Water table

 |Surface crusting

 |Lime content

 |

GrmA: |

 Gracemore----------|Soil blowing

 |Excessive permeability

 |Salt content

 |Potential for ground-water pollution

 |Water table

 |Surface crusting

 |Lime content

 |

HdGB: |

 Hardeman-----------|Soil blowing

 |Potential for ground-water pollution

 |

 Grandmore----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

HdGC: |

 Hardeman-----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |
Harper County, Oklahoma 193

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

HdGC: |

 Grandmore----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

HdmB: |

 Hardeman-----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

HdmC: |

 Hardeman-----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

IreA: |

 Irene--------------|None

 |

IreB: |

 Irene--------------|None

 |

IreC: |

 Irene--------------|None

 |

IreD: |

 Irene--------------|Erosion by water

 |

JssF: |

 Jester-------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |

JstC: |

 Jester-------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |

KiHE: |

 Kingsdown----------|Soil blowing

 |Potential for ground-water pollution

 |

 Hardeman-----------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Surface crusting

 |Lime content

 |

KidB: |

 Kingsdown----------|Soil blowing

 |Potential for ground-water pollution

 |

LRoE: |

 Laverne------------|Soil blowing

 |Erosion by water

 |Limited available water capacity

 |Slope

 |Lime content

 |

 Rock outcrop-------|Non-soil material

 |
194 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

LgtA: |

 Lugert-------------|Flooding

 |

LiJC: |

 Lincoln------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |

 Jester-------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |

LikB: |

 Likes--------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

LisA: |

 Lincoln------------|Soil blowing

 |Flooding

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |

LncA: |

 Lincoln------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

LshA: |

 Lesho--------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Water table

 |Lime content

 |

LsoA: |

 Lincoln------------|Soil blowing

 |Flooding

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |

M-W: |

 Water--------------|Non-soil material

 |

MLBB: |

 Mobeetie-----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |
Harper County, Oklahoma 195

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

MLBB: |

 Likes--------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Lime content

 |

 Berda--------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |

MLBC: |

 Mobeetie-----------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |

 Likes--------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

 Berda--------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |

MLBE: |

 Mobeetie-----------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Surface crusting

 |Lime content

 |

 Likes--------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Berda--------------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Surface crusting

 |Lime content

 |

MnsB: |

 Mansic-------------|Soil blowing

 |Lime content

 |

MnsC: |

 Mansic-------------|Soil blowing

 |Lime content

 |
196 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

MsnB: |

 Manson-------------|Soil blowing

 |Surface crusting

 |Lime content

 |

MsnC: |

 Manson-------------|Soil blowing

 |Surface crusting

 |Lime content

 |

MsnC2: |

 Manson-------------|Soil blowing

 |Surface crusting

 |Lime content

 |

OMBE: |

 Oklark-------------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Lime content

 |

 Mansic-------------|Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Lime content

 |

 Berda--------------|Soil blowing

 |Erosion by water

 |Slope

 |Lime content

 |

OMBG: |

 Oklark-------------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Lime content

 |

 Mansic-------------|Soil blowing

 |Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Lime content

 |

 Berda--------------|Soil blowing

 |Erosion by water

 |Slope

 |Surface crusting

 |Lime content

 |

PIT: |

 Pits---------------|Non-soil material

 |

PdoA: |

 Paloduro-----------|Soil blowing

 |Lime content

 |

PdoB: |

 Paloduro-----------|Soil blowing

 |Lime content

 |
Harper County, Oklahoma 197

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

PdoC2: |

 Paloduro-----------|Soil blowing

 |Lime content

 |

PlmB: |

 Plemons------------|Soil blowing

 |Surface crusting

 |Lime content

 |

PlmC: |

 Plemons------------|Soil blowing

 |Surface crusting

 |Lime content

 |

PlmD: |

 Plemons------------|Soil blowing

 |Erosion by water

 |Surface crusting

 |Lime content

 |

QRWG: |

 Quinlan------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Rock outcrop-------|Non-soil material

 |

 Woodward-----------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Limited available water capacity

 |Slope

 |Lime content

 |

QRYG: |

 Quinlan------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Rock outcrop-------|Non-soil material

 |

 Yomont-------------|Soil blowing

 |Flooding

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |
198 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

QWDE: |

 Quinlan------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Woodward-----------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Deepwood-----------|Soil blowing

 |Erosion by water

 |Slope

 |Surface crusting

 |

QWRC: |

 Quinlan------------|Soil blowing

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

 Woodward-----------|Soil blowing

 |Depth to rock

 |Surface crusting

 |Lime content

 |

 Rock outcrop-------|Non-soil material

 |

QnWC3: |

 Quinlan------------|Soil blowing

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

 Woodward-----------|Soil blowing

 |Depth to rock

 |Lime content

 |

QnWD: |

 Quinlan------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |
Harper County, Oklahoma 199

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

QnWD: |

 Woodward-----------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

QnWE: |

 Quinlan------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Woodward-----------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

RoCH: |

 Rock outcrop-------|Non-soil material

 |

 Cottonwood---------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

RssA: |

 Rosston------------|Ponding

 |Restricted permeability

 |Potential for ground-water pollution

 |Water table

 |Surface crusting

 |Poor tilth

 |

SAL: |

 Salt flats---------|Non-soil material

 |

SelA: |

 Selman-------------|None

 |

SelB: |

 Selman-------------|None

 |

SelC: |

 Selman-------------|None

 |

SelC2: |

 Selman-------------|None

 |
200 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

SelD: |

 Selman-------------|Erosion by water

 |

SelD2: |

 Selman-------------|Erosion by water

 |Lime content

 |

SprA: |

 Spur---------------|Soil blowing

 |Lime content

 |

SpsA: |

 Spur---------------|Soil blowing

 |Salt content

 |Surface crusting

 |Lime content

 |

StpA: |

 St. Paul-----------|None

 |

StpB: |

 St. Paul-----------|None

 |

StpC: |

 St. Paul-----------|None

 |

StpD: |

 St. Paul-----------|Erosion by water

 |

TRQC: |

 Talpa--------------|Soil blowing

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Lime content

 |

 Rock outcrop-------|Non-soil material

 |

 Quinlan------------|Soil blowing

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

TeWE: |

 Teagard------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Restricted permeability

 |Slope

 |Lime content

 |Poor tilth

 |

 Wellsford----------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Restricted permeability

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |Poor tilth

 |
Harper County, Oklahoma 201

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

TexA: |

 Texroy-------------|None

 |

TexB: |

 Texroy-------------|None

 |

TexC: |

 Texroy-------------|None

 |

TipA: |

 Tipton-------------|None

 |

TipB: |

 Tipton-------------|None

 |

TipC: |

 Tipton-------------|None

 |

TipD: |

 Tipton-------------|Erosion by water

 |

TvlC: |

 Tivoli-------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |

TvlE: |

 Tivoli-------------|Soil blowing

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |

TvlG: |

 Tivoli-------------|Soil blowing

 |Erosion by water

 |Excessive permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |

VerB: |

 Vernon-------------|Soil blowing

 |Depth to rock

 |Restricted permeability

 |Sodium content

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |Poor tilth

 |

VerC: |

 Vernon-------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Restricted permeability

 |Sodium content

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |Poor tilth

 |
202 Soil Survey

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

VerD: |

 Vernon-------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Restricted permeability

 |Sodium content

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |Poor tilth

 |

VrrB: |

 Vernon-------------|Soil blowing

 |Depth to rock

 |Restricted permeability

 |Potential for ground-water pollution

 |Lime content

 |Poor tilth

 |

VrrC: |

 Vernon-------------|Soil blowing

 |Depth to rock

 |Restricted permeability

 |Potential for ground-water pollution

 |Limited available water capacity

 |

W: |

 Water--------------|Non-soil material

 |

WQHE: |

 Westola------------|Flooding

 |Potential for ground-water pollution

 |Surface crusting

 |

 Quinlan------------|Soil blowing

 |Erosion by water

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Slope

 |Surface crusting

 |Lime content

 |

 Hardeman-----------|Erosion by water

 |Potential for ground-water pollution

 |Slope

 |Surface crusting

 |

WQnB: |

 Woodward-----------|Soil blowing

 |Depth to rock

 |Limited available water capacity

 |Lime content

 |

 Quinlan------------|Soil blowing

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |
Harper County, Oklahoma 203

Table 7.--Cropland Limitations and Hazards--Continued

_________________________________________________________

 |

 Map symbol and | Cropland limitations

 component name | and hazards

____________________|____________________________________

 |

WQnC: |

 Woodward-----------|Soil blowing

 |Depth to rock

 |Lime content

 |

 Quinlan------------|Soil blowing

 |Depth to rock

 |Potential for ground-water pollution

 |Limited available water capacity

 |Surface crusting

 |Lime content

 |

WodA: |

 Woods--------------|Soil blowing

 |Restricted permeability

 |Poor tilth

 |

WodB: |

 Woods--------------|Soil blowing

 |Restricted permeability

 |Poor tilth

 |

WodC: |

 Woods--------------|Soil blowing

 |Erosion by water

 |Restricted permeability

 |Poor tilth

 |

WslA: |

 Westola------------|Soil blowing

 |Flooding

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |

WstA: |

 Westola------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |

YmrA: |

 Yomont-------------|Soil blowing

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 |

YmtA: |

 Yomont-------------|Soil blowing

 |Flooding

 |Potential for ground-water pollution

 |Surface crusting

 |Lime content

 ___________________|____________________________________
204 Soil Survey

Prime Farmland

Prime farmland is of major importance in meeting the Nation’s short- and longrange needs for food and fiber. The acreage of high-quality farmland is limited, and

the U.S. Department of Agriculture recognizes that government at local, State, and

Federal levels, as well as individuals, must encourage and facilitate the wise use of

our Nation’s prime farmland.

Prime farmland soils, as defined by the U.S. Department of Agriculture, are soils

that are best suited to food, feed, forage, fiber, and oilseed crops. Such soils have

properties that favor the economic production of sustained high yields of crops. The

soils need only to be treated and managed by acceptable farming methods. An

adequate moisture supply and a sufficiently long growing season are required. Prime

farmland soils produce the highest yields with minimal expenditure of energy and

economic resources, and farming these soils results in the least damage to the

environment.

Prime farmland soils may presently be used as cropland, pasture, rangeland, or

woodland or for other purposes. They either are used for food and fiber or are

available for these uses. Urban or built-up land, public land, and water areas cannot

be considered prime farmland. Urban or built-up land is any contiguous unit of land

10 acres or more in size that is used for such purposes as housing, industrial, and

commercial sites, sites for institutions or public buildings, small parks, golf courses,

cemeteries, railroad yards, airports, sanitary landfills, sewage treatment plants, and

water-control structures. Public land is land not available for farming in National

forests, National parks, military reservations, and State parks.

Prime farmland soils commonly receive an adequate and dependable supply of

moisture from precipitation or irrigation. The temperature and growing season are

favorable, and the level of acidity or alkalinity and the content of salts and sodium are

acceptable. The soils have few, if any, rocks and are permeable to water and air. They

are not excessively erodible or saturated with water for long periods, and they are not

frequently flooded during the growing season or are protected from flooding. Slopes

range from 0 to 8 percent.

Soils that have a high water table, are subject to flooding, or are droughty may

qualify as prime farmland where these limitations are overcome by drainage

measures, flood control, or irrigation. Onsite evaluation is necessary to determine the

effectiveness of corrective measures. More information about the criteria for prime

farmland can be obtained at the local office of the Natural Resources Conservation

Service.

A recent trend in land use has been the conversion of prime farmland to urban and

industrial uses. The loss of prime farmland to other uses puts pressure on lands that

are less productive than prime farmland.

About 237,000 acres, or about 36 percent of the survey area, meets the

requirements for prime farmland. The map units in the survey area that meet the

requirements for prime farmland are listed in table 8, “Prime Farmland.” The location

of each map unit is shown on the detailed soil maps. The soil qualities that affect use

and management are described in the section “Detailed Soil Map Units.” This list does

not constitute a recommendation for a particular land use.
Harper County, Oklahoma 205

Table 8.--Prime Farmland

[Only the soils considered prime farmland are listed. Urban or built-up

 areas of the soils listed are not considered prime farmland]

____________________________________________________________________________

 |

 Map | Soil name

symbol |

_______|____________________________________________________________________

 |

AbbA |Abbie loam, 0 to 1 percent slopes

AbbB |Abbie loam, 1 to 3 percent slopes

AbbC |Abbie loam, 3 to 5 percent slopes

AbsB |Abilene silt loam, 1 to 3 percent slopes

AclA |Abbie clay loam, 0 to 1 percent slopes

AflB |Abbie fine sandy loam, 1 to 3 percent slopes

AflC |Abbie fine sandy loam, 3 to 5 percent slopes

BdaB |Berda loam, 1 to 3 percent slopes

BdaC |Berda loam, 3 to 5 percent slopes

DpwB |Deepwood loam, 1 to 3 percent slopes

DpwC |Deepwood loam, 3 to 5 percent slopes

FayB |Farry fine sandy loam, 1 to 3 percent slopes

FayC |Farry fine sandy loam, 3 to 5 percent slopes

FrkA |Frankirk silt loam, 0 to 1 percent slopes

FrkB |Frankirk silt loam, 1 to 3 percent slopes

FtnB |Fortyone sandy loam, 1 to 3 percent slopes

FtnC |Fortyone sandy loam, 3 to 5 percent slopes

FtnD |Fortyone sandy loam, 5 to 8 percent slopes

GdfB |Grandfield fine sandy loam, 1 to 3 percent slopes

GdfC |Grandfield fine sandy loam, 3 to 5 percent slopes

GdmB |Grandmore fine sandy loam, 1 to 3 percent slopes

HdGB |Hardeman-Grandmore complex, 1 to 3 percent slopes

HdGC |Hardeman-Grandmore complex, 3 to 5 percent slopes

HdmB |Hardeman fine sandy loam, 1 to 3 percent slopes

HdmC |Hardeman fine sandy loam, 3 to 5 percent slopes

IreA |Irene silt loam, 0 to 1 percent slopes

IreB |Irene silt loam, 1 to 3 percent slopes

IreC |Irene silt loam, 3 to 5 percent slopes

KidB |Kingsdown fine sandy loam, 1 to 3 percent slopes

LgtA |Lugert silt loam, 0 to 1 percent slopes, occasionally flooded

LshA |Lesho clay loam, 0 to 1 percent slopes, rarely flooded

MLBB |Mobeetie-Likes-Berda complex, 1 to 3 percent slopes

MLBC |Mobeetie-Likes-Berda complex, 3 to 5 percent slopes

MnsB |Mansic clay loam, 1 to 3 percent slopes

MnsC |Mansic clay loam, 3 to 5 percent slopes

MsnB |Manson loam, 1 to 3 percent slopes

MsnC |Manson loam, 3 to 5 percent slopes

PdoA |Paloduro clay loam, 0 to 1 percent slopes

PdoB |Paloduro clay loam, 1 to 3 percent slopes

PlmB |Plemons loam, 1 to 3 percent slopes

PlmC |Plemons loam, 3 to 5 percent slopes

SelA |Selman silt loam, 0 to 1 percent slopes

SelB |Selman silt loam, 1 to 3 percent slopes

SelC |Selman silt loam, 3 to 5 percent slopes

SprA |Spur loam, 0 to 1 percent slopes, rarely flooded

StpA |St. Paul silt loam, 0 to 1 percent slopes

StpB |St. Paul silt loam, 1 to 3 percent slopes

StpC |St. Paul silt loam, 3 to 5 percent slopes

TexA |Texroy loam, 0 to 1 percent slopes

TexB |Texroy loam, 1 to 3 percent slopes

TexC |Texroy loam, 3 to 5 percent slopes

TipA |Tipton loam, 0 to 1 percent slopes

TipB |Tipton loam, 1 to 3 percent slopes

TipC |Tipton loam, 3 to 5 percent slopes

VrrB |Vernon sandy loam, 1 to 3 percent slopes, overblown

VrrC |Vernon sandy loam, 3 to 5 percent slopes, overblown

WodA |Woods clay loam, 0 to 1 percent slopes

WodB |Woods clay loam, 1 to 3 percent slopes

 |
206 Soil Survey

Table 8.--Prime Farmland--Continued

____________________________________________________________________________

 |

 Map | Soil name

symbol |

_______|____________________________________________________________________

 |

WslA |Westola fine sandy loam, 0 to 1 percent slopes, occasionally flooded

WstA |Westola fine sandy loam, 0 to 1 percent slopes, rarely flooded

YmrA |Yomont loam, 0 to 1 percent slopes, rarely flooded

YmtA |Yomont loam, 0 to 1 percent slopes, occasionally flooded

_______|____________________________________________________________________
Harper County, Oklahoma 207

Rangeland

Mark Moseley, range conservationist, Natural Resources Conservation Service, Stillwater, Oklahoma,

helped prepare this section.

Range and native pasture provide forage for livestock in the survey area.

Range is defined as land on which the native vegetation (the climax, or natural

potential, plant community) is predominantly grasses, grasslike plants, forbs, and

shrubs suitable for grazing and browsing. Range includes natural grasslands,

savannas, many wetlands, some deserts, tundra, and certain shrub and forb

communities. Range receives no regular or frequent cultural treatment. The

composition and production of the plant community are determined by soil, climate,

topography, overstory canopy, and grazing management.

Native pasture is defined as land on which the potential (climax) vegetation is

forest but which is used and managed primarily for the production of native forage

plants. Native pasture includes cutover forestland and forestland that has been

cleared and is managed for native or naturalized forage plants.

Range makes up about 66 percent of the land in Harper County. There has been a

recent trend to reseed many areas of marginal cropland with a mixture of native grass

species. The range is used primarily for grazing by domestic cattle; however, its

importance as wildlife habitat is becoming increasingly important as more landowners

lease the hunting rights on their range as an additional source of income.

The rangeland in Harper County originally produced a wide variety of tall and

midsized grasses interspersed with an abundance of forbs that evolved under the

collective influence of ungulate grazing, fire, variable climatic events, insects, and

rodents and other wildlife. Effective range management practices that mimic the

historical management can help to maintain or re-establish these high quality plants.

Four types of rangeland exist in Harper County. The first type is in the western part

of the county where the soils formed in very deep, loamy, alluvial sediments. This

area is typified by broad flats and gently sloping to sloping uplands. The soils support

predominantly tall grasses, and potential productivity is high. The second type is in

the southern and northwestern parts of the county along areas parallel to the Beaver

and Cimarron Rivers. In these areas the soils formed in deep, sandy and loamy

sediments. Hummocky sand dunes and flat depressions typify these areas, and wind

erosion is a hazard if adequate cover is not maintained on the surface of the soil.

Soils in these areas support tall and mid grasses with scattered woody shrubs, and

potential productivity is moderate. The third type is in the north-central and central

parts of the county. The soils are loamy and are shallow to very deep over sandstone

or alluvial sediment. These areas are typified by rolling hills and a few flat-topped

ridges and canyons. The soils support a mixture of tall, mid, and short grasses, and

potential productivity is moderate to high. The fourth type is in the east-central part of

the county where the soils are loamy or clayey and are shallow to moderately deep

over gypsum or shale. This area is typified by steep escarpments and gently sloping

to sloping uplands. The soils support short and mid grasses. Potential productivity is

low because of the shallow root zones.

Approximately 75 percent of the annual production of forage occurs from April

through July following the rains in spring and early summer. A second, smaller growth

period may occur in the fall if sufficient moisture is available.

Table 9, “Rangeland Productivity and Characteristic Plant Communities,” shows for

each soil the ecological site; the total annual production of vegetation in favorable,

normal, and unfavorable years; the characteristic vegetation; and the average

percentage of each species. Only those soils that are used as rangeland or are suited

to use as rangeland are listed. Explanation of the column headings in this table

follows.

An ecological site for rangeland is a distinctive kind of land and vegetation with
208 Soil Survey

specific physical characteristics that make it different from other kinds of land in its

ability to produce a distinctive kind and amount of vegetation.

Many different ecological sites are in the survey area. Over time, the combination

of plants best suited to a particular soil and climate has become dominant. If the soil

is not excessively disturbed, this group of plants is the natural plant community for the

site. Natural 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, ecological sites 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 range plants. Soil reaction, salt content, and a seasonal high

water table are also important. The “Field Office Technical Guide,” which is available

at the local office of the Natural Resources Conservation Service, can provide

specific information about ecological sites.

Total dry-weight production is the amount of vegetation that can be expected to

grow annually on well-managed range that is supporting the potential natural plant

community. It includes all vegetation, whether or not it is palatable to grazing

animals. It includes the current year’s growth of leaves, twigs, and fruit of woody

plants. It does not include the increase in stem diameter of trees and shrubs. It is

expressed in pounds per acre of air-dry vegetation for favorable, normal, and

unfavorable years. In a favorable year, the amount and distribution of precipitation

and the temperature make growing conditions substantially better than average. In

a normal year, growing conditions are near the historical monthly average. In an

unfavorable year, growing conditions are well below average, generally because of

low available soil moisture. Figure 18 shows a typical growth curve that represents

the percentage of total growth that occurs each month for native vegetation and

other forage. Yields are adjusted to a common percent of air-dry moisture content.

The relationship of green weight to air-dry weight varies according to such factors

as stage of maturity, exposure, amount of shade, recent rains, and unseasonable

dry periods.

Characteristic vegetation consists of the grasses, forbs, and shrubs that make up

most of the potential natural plant community on each soil. The plants are listed by

common name. Rangeland composition lists the anticipated percentage of the total

annual production for each species making up the characteristic vegetation. The

amount that can be used as forage depends on the kinds of grazing animals and on

the grazing season.

Similarity Index

The similarity index indicates on a percentage basis the extent to which the

present plant community resembles a specified vegetative state on an ecological site.

NRCS uses similarity index two ways.

The first use compares the present vegetation on an ecological site to the

presumed historic vegetation for that site. A similarity index of 70 would suggest that

the present plant community contains 70 percent of the presumed historic plant

community for that site. This comparison provides a basis for examining the extent

and direction of changes that have taken place between current vegetation and

historic vegetation.

The second use measures how near the current plant community is to the

landowners goal for the land. The management goal for rangeland is not necessarily

a similarity index of 100 as compared to the historic plant community. Therefore, the

similarity index can represent the percentage of the plant community that resembles

a desired plant community.

Abnormal disturbances that can change the natural plant community include
Harper County, Oklahoma 209

repeated overuse by livestock, excessive burning, erosion, and cultivation. Grazing

animals select the most palatable plants. These plants eventually die if they are

continually grazed at a severity that does not allow for recovery. A very severe

disturbance can completely destroy the natural community. Under such conditions,

the abundance of less desirable plants, such as annuals and weed-like plants, can

increase. If the plant community and the soils have not deteriorated significantly and

proper range management is applied, the site eventually can return to predominantly

natural plants.

Knowledge of the ecological site is necessary as a basis for planning and applying

the management needed to maintain or improve the desired plant community for

selected uses. Such information is needed to support management objectives,

planned grazing systems, stocking rates, and wildlife management practices; to

improve the potential of an area for recreational uses; and to improve the condition of

watersheds.

Rangeland Management

Rangeland management requires knowledge of the kind of soils and of the

potential natural plant community. It also requires an evaluation of the similarity index.

Effective range management conserves rainfall, enhances water quality,

reduces the hazard of downstream flooding, improves yields, provides forage for

livestock and wildlife, enhances recreational opportunities, and protects the soil.

The main management concern is recognizing important changes in the plant

cover or the range trend. These changes takes place gradually and can be

overlooked.

Each range manager should evaluate the type of plant community that best

supports the ranch and then apply management and ecological principles to

achieve the goals. The desired plant community should be within the capabilities

of the land.

The range management practices used in Harper County include proper grazing

Figure 18.—Typical growth curves for various kinds of forage in Harper County. The growth curve

for each kind of forage indicates the percentage of the total annual growth that occurs each

month.
210 Soil Survey

use, deferred grazing, and planned grazing systems. They also include properly

located stock-water developments and fences and a planned distribution of salt and

feed. If undesirable plants become dominant, range seeding, brush management, or

prescribed burning should be considered.

A pasture program is needed to provide the desired amount of forage during each

month of the year. A study of the growth habits of the different plants is necessary to

ensure adequate forage during each month. The months that various kinds of forage

plants grow are indicated in figure 18. The percent growth that can be safely grazed

each month without substantially reducing the total yield for each kind of plant is

illustrated.

Range management includes four major considerations:

• Grazing distribution, which is achieved by managing livestock to graze all parts

of the grazing unit equally.

• Selective grazing, which occurs because animals graze preferred plants to

balance their diets. If selective grazing occurs repeatedly, the preferred plants

are damaged.

• Proper stocking rates, which are achieved by balancing animal numbers with

forage production.

• Rest periods, during which grazed plants are given enough rest to recover and

to maintain growth.

It is important to remember that forage production is controlled by rainfall while

composition is determined by grazing management.

The setting of stocking rates is not an exact science because there are influences

from grazing management, season of use, mix of livestock, and seasonal forage

production. Some general rules, however, can be helpful. To maintain a nutritional

cover of plants, about 50 percent of the annual growth of the most important grazing

plants should remain at the end of the grazing season. Plants can be removed not

only through grazing by livestock but also through grazing by rodents, insects, and

wildlife and through deterioration caused by climatic variations. Because of these

factors, a safe initial stocking rate should be calculated on the basis of 25 percent of

the total annual growth, by weight, of the vegetation.

For example, production could be 2,800 pounds of air-dry grasses, forbs, and

woody species for an average season on a Loamy Prairie ecological site with a

similarity index above 70 to the historic plant community. Twenty-five percent of this

production would be 700 pounds.

A 1,000-pound cow and her calf is equivalent to one animal unit (AU) and consume

about 2.6 percent of her body weight (26 pounds) of forage per day. Therefore, in 1

month an animal unit would consume 790 pounds of native vegetation, depending on

the quality and stage of growth of the plants (26 pounds per day times 365 days per

year divided by 12 months per year).

Dividing 700 pounds (the forage allocation) by 26 pounds (the forage required per

day for 1 animal unit) suggests that 1 acre of Loamy Prairie ecological site with a

similarity index of 70 would feed one cow and calf for 27 days. To convert forage

available from 1 acre to animal unit months (AUM), the available forage (700 pounds)

is divided by the amount required to feed 1 animal unit for 1 month (790 pounds). One

acre would provide 0.88 AUM of grazing. Therefore, 14 acres would feed one cow and

calf for 12 months.

Another approach is to calculate the annual forage needs of an animal unit (790

pounds times 12 months equals 9,480 pounds). Dividing the 700 pounds of usable

forage per acre into the 9,480 pounds needed by the cow and calf reveals that

approximately 14 acres would be needed for one cow and calf annually. Stocking rate

calculations should be adjusted for animal size, grazing system, and grazing season.

More information about planning a grazing program is available from the local

office of the Natural Resources Conservation Service.
Harper County, Oklahoma 211

Ecological Site Descriptions

Twenty-eight ecological sites are recognized in Harper County. The following

descriptions include a list of the plants that are characteristic of the sites. The soils

are also indicated for many of the sites. Detailed ecological site descriptions are

available at the local office of the Natural Resources Conservation Service.

R077EY014OK, Deep Sand PE 30–40.—This site is in areas of deep, sandy soils

on uplands. It has gently rolling or low dune topography. Under good management,

the predominant grasses are sand bluestem, little bluestem, needle and thread grass,

and sideoats grama. Short grasses, sand dropseed, annual grasses, yucca, sand

sagebrush, and other woody plants increase in abundance under continuous heavy

use.

R077EY040OK, Hardland PE 30–40.—This site is in areas of level to moderately

sloping, very deep soils on uplands. These soils have slow intake of water, especially

when the natural cover is disturbed by grazing and drought. The natural vegetation is

a mixture of blue grama, buffalograss, western wheatgrass, vine mesquite, sideoats

grama, and threeawn. Heavy use leads to the elimination of mid grasses and an

increase in abundance of buffalograss and weeds.

R077EY048OK, Limy Upland PE 30–40.—This site is in areas of loamy,

calcareous soils on uplands. The most important grasses are little bluestem and

sideoats grama. Blue grama, buffalograss, and hairy grama tend to take over

following continuous heavy use. Red threeawn, broom snakeweed, and hairy tridens

are common invader species. Decreasers make up about 30 percent of the cover

when the site is in top condition. A great variety of forbs from the historic plant

community are native to this site and make up a considerable part of the production.

R077EY049OK, Limy Sandy Plains PE 30–40.—This site is in upland areas

where deep, moderately sandy soils are underlain by caliche at varying depths.

Under good management, this site produces a good cover of sand bluestem, little

bluestem, and forbs. Under continuous heavy use, mid and tall grasses are replaced

by sideoats grama, threeawn, short grasses, and annual grasses.

R077EY056OK, Loamy Prairie PE 30–40.—This site is in areas where the historic

plant community plants includes little bluestem, sand bluestem, switchgrass, and

Indiangrass with an understory of sideoats grama, western wheatgrass, blue grama,

and buffalograss. Legumes of importance are leadplant, Illinois bundleflower, and

scurfpea. Forbs from the historic plant community include Maximilian sunflower,

Louisiana sagewort, and heath aster. Invading grasses are sand dropseed, windmill

grass, and silver bluestem. Invading woody plants are sand sagebrush, skunkbush,

hackberry, and coralberry.

R077EY098OK, Depressional Upland PE 30–40.—This site is in areas where,

depending on degree of inundation, the dominant plants are western wheatgrass,

vine mesquite, buffalograss, blue grama, knotroot bristlegrass, pond weed, or other

forbs and sedges.

R077EY848OK, Reseeded Limy Upland PE 30–40.—This site is in formerly

cultivated areas of eroded, calcareous, sandy soils that have inherent low fertility.

Species in the reseeding mix typically included sideoats grama, buffalograss, and

blue grama. Also included in lesser amounts were sand lovegrass, little bluestem,

sand bluestem, switchgrass, and Indiangrass. Abusive grazing converts the stand to

short grasses.

R077XY082OK, Shallow PE 22–28.—This site is on uplands in areas of nearly

level to steeply sloping, loamy soils that are underlain at shallow depths by caliche

and bedrock. Under good management, this site produces a good cover of sideoats

grama with some little bluestem and hairy grama. Under continued heavy use, these

grasses give way to unpalatable weeds and threeawn grasses.
212 Soil Survey

R078CY047OK, Loamy Saline Bottomland PE 34–44.—This site is on flood

plains in areas of very deep, somewhat poorly drained, level to slightly depressional

soils that have a saline subsoil. The important plants are switchgrass, knotroot

bristlegrass, western wheatgrass, and Canada wildrye. Continued abuse results in an

increase in abundance of alkali sacaton, inland saltgrass, sideoats grama, sedges,

and American licorice. Salt cedar is an invading non-native woody plant.

R078CY074OK, Shallow Sandy Prairie PE 31–44.—This site is in areas where

the major plants include Indiangrass, big bluestem, switchgrass, and little bluestem.

Deterioration of this site is revealed by an increase in abundance in the short and mid

grasses, such as blue grama, sideoats grama, and sand lovegrass. Sand sagebrush

and leadplant also occur on this site.

R078XY005OK, Breaks PE 31–44.—This site is on uplands in areas of steep,

shallow, loamy soils that have low production. This site is on bluffs or escarpments

with excessive drainage. The important plants are big bluestem, little bluestem,

Indiangrass, Canada wildrye, and prairie clover. Prolonged abuse results in an

increase in abundance of sideoats grama, blue grama, buffalograss, and skunkbush.

R078XY014OK, Deep Sand PE 31–44.—This site is in areas where the historic

plant community cover is principally little bluestem and sand bluestem. These species

represent approximately 40 to 50 percent of the vegetation. Switchgrass and

Indiangrass are also common to the site. Other common plants include blue grama,

sand lovegrass, sand dropseed, fall witchgrass, and Texas bluegrass. Sand flatsedge

is an important grasslike species. Woody species include sand sagebrush and

skunkbush.

R078XY022OK, Dune PE 31–44.—This site is in areas that support a mixture of

decreaser grasses, such as sand bluestem, little bluestem, giant sandreed, and

switchgrass. These grasses make up 60 percent of the vegetation. Dominant

increaser grasses include blue grama, sand dropseed, and sand paspalum. Principal

woody plants are sand sagebrush and skunkbush. Invaders are red lovegrass, purple

threeawn, red threeawn, and annual wild buckwheat. The first plants to stabilize active

blowouts or dunes are scurfpea, blowout grass, and giant sandreed.

R078XY031OK, Clay Prairie (South) PE 31–44.—This site is in areas where the

dominant plant is little bluestem. Sideoats grama is secondary. Other important plants

include hairy grama and rough tridens. Mesquite and cactus are invaders.

R078XY038OK, Gyp PE 31–44.—This site is in areas where the dominant grass is

little bluestem. Other important grasses are blue grama, sideoats grama, rough

tridens, hairy tridens, and sand dropseed. This site usually supports a high percent of

forbs, mainly hairy false goldenaster and false broomweed.

R078XY041OK, Hardland (North) PE 31–44.—This site is in areas where the

dominant cover has a mixed-grass aspect consisting of sand bluestem, little

bluestem, sideoats grama, blue grama, and switchgrass. Sideoats grama and blue

grama make up about 50 percent of the cover. Under prolonged grazing abuse,

buffalograss increases in abundance and becomes important. Western ragweed and

red threeawn are common invaders.

R078XY050OK, Loamy Bottomland PE 31–44.—This site is in areas where sand

bluestem, big bluestem, switchgrass, Indiangrass, and little bluestem are the most

important species. Less common species are western wheatgrass, vine mesquite, tall

dropseed, eastern gamagrass, Canada wildrye, sideoats grama, buffalograss, blue

grama, and windmill grass. The dominant plants make up about 80 percent of the

vegetation.

R078XY056OK, Loamy Prairie PE 31–44.—This site is in areas where the historic

plant community includes little bluestem, sand bluestem, switchgrass, and

Indiangrass with an understory of sideoats grama, western wheatgrass, and blue

grama. Legumes of importance are leadplant, Illinois bundleflower, and scurfpea. The

forbs from the historic plant community include Maximilian sunflower, Louisiana
Harper County, Oklahoma 213

sagewort, and heath aster. Other grasses include sideoats grama, buffalograss, and

blue grama. Invading grasses are sand dropseed, windmill grass, and silver bluestem.

Invading woody plants are sand sagebrush, skunkbush, hackberry, and coralberry.

R078XY057OK, Loamy Prairie (Cal) PE 31–44.—This site is in areas where the

historic plant community plants includes little bluestem, sand bluestem, switchgrass,

and Indiangrass with an understory of sideoats grama, western wheatgrass, blue

grama, and buffalograss. Legumes of importance are leadplant, Illinois bundleflower,

and scurfpea. Forbs from the historic plant community include Maximilian sunflower,

Louisiana sagewort, and heath aster. Invading grasses are sand dropseed, windmill

grass, and silver bluestem. Invading woody plants are sand sagebrush, skunkbush,

hackberry, and coralberry.

R078XY068OK, Sandy Bottomland PE 31–44.—This site is in areas where sand

bluestem, little bluestem, Indiangrass, and switchgrass are the principal decreasers

from the historic plant community. Also present are minor amounts of giant sandreed,

tall dropseed, sideoats grama, and Canada wildrye.

R078XY073OK, Sandy Prairie PE 31–44.—This site is in areas where sand

bluestem, little bluestem, Indiangrass, and switchgrass are the dominant grasses and

compose 75 percent of the vegetation. Other plants include sideoats grama and blue

grama. Sand dropseed is a common invader.

R078XY083OK, Shallow Prairie (North) PE 31–44.—This site is in areas where

little bluestem is the principal grass from the historic plant community. Sideoats grama

and hairy grama are the other principal grasses. Small amounts of sand bluestem

and a variety of legumes and forbs from the historic plant community make up the

remaining cover.

R078XY095OK, Subirrigated PE 31–44.—This site is on uplands or flood plains in

areas of very deep, nearly level and very gently sloping, sandy soils that have a high

water table that is beneficial to plant growth. This is a highly productive site. The

important plants are switchgrass, big bluestem, Indiangrass, and eastern gamagrass.

Continuous overgrazing results in an increase in abundance of tall dropseed,

sideoats grama, sedges, willow, and cottonwood.

R078XY097OK, Subirrigated (Saline) PE 31–44.—This site is in lowlands in

areas of soils that have either a clay or sandy clay substrata that maintains a high

water table within reach of most grasses. The presence of salt favors the growth of

the more salt-tolerant grasses, such as switchgrass, Canada wildrye, eastern

gamagrass, and alkali sacaton. Continuous heavy use brings about an invasion of

less desirable grasses, such as inland saltgrass, alkali muhly, and silver bluestem.

R078XY098OK, Very Shallow PE 31–44.—This site is in areas where the historic

plant community vegetation is about 60 percent sideoats grama, hairy grama, and

purple threeawn. Increasers are buffalograss, hairy tridens, Texas grama, and

annuals. Invaders are silver bluestem, sand dropseed, meadow dropseed, annual

threeawn, broomweed, and western ragweed.

R078XY100OK, Shale PE 31–44.—This site is in areas of gently sloping to

moderately steep, erosive uplands. The slopes are relatively smooth and convex with

some areas dissected by drainage patterns. The natural potential vegetation of this

site is a mixed-grass prairie. Big bluestem, little bluestem, and sideoats grama are the

dominant forage producers. The development of vegetation was influenced by grazing

and occasional wildfires. The shale parent material maintains the site in its natural

state.

R078XY856OK, Reseeded Loamy Prairie PE 31–44.—This site is in areas where

the plant cover includes little bluestem, Indiangrass, and other seeded grass species.

Native legumes can be abundant. Important increaser grasses include jointtail,

meadow dropseed, tall dropseed, and hairy grama. Production is much lower than in

the Loamy Prairie site due to a lower quality of soil health.
214 Soil Survey

R078XY883OK, Reseeded Shallow Prairie PE 31–44.—This site is in areas

where the reseeded plant cover is mainly little bluestem, sideoats grama, and blue

grama with other grasses included. Destructive grazing results in an increase in

abundance of annual forbs and grasses and western ragweed.
Table 9.--Rangeland Productivity and Characteristic Plant Communities [Only the soils that support rangeland vegetation suitable for grazing are rated] __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | AbbA: | | | | |  Abbie-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | AbbB: | | | | |  Abbie-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | AbbB2: | | | | |  Abbie-------------------|Reseeded Limy Upland PE | 1,900 | 1,300 | 800 | ---  | 30-40 | | | |  | R077EY848OK | | | |  | | | | | AbbC: | | | | |  Abbie-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | AbbC2: | | | | |  Abbie-------------------|Reseeded Limy Upland PE | 1,900 | 1,300 | 800 | ---  | 30-40 | | | |  | R077EY848OK | | | |  | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | AbsB: | | | | |  Abilene-----------------|Hardland (north) PE 31-44| 2,000 | 1,500 | 1,000 |Blue grama---------------- | R078XY041OK | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Western wheatgrass-------- | | | | |Miscellaneous perennial fo | | | | | AclA: | | | | |  Abbie-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | AflB: | | | | |  Abbie-------------------|Limy Sandy Plains PE 30- | 3,000 | 2,200 | 1,700 |Blue grama---------------- | 40 | | | |Little bluestem----------- | R077EY049OK | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | AflC: | | | | |  Abbie-------------------|Limy Sandy Plains PE 30- | 2,300 | 1,600 | 1,200 |Blue grama---------------- | 40 | | | |Little bluestem----------- | R077EY049OK | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | BdaB: | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | BdaC: | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | BdaD: | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | CRVE: | | | | |  Cottonwood--------------|Gyp PE 31-44 | 1,800 | 1,200 | 1,000 |Little bluestem----------- | R078XY038OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Gumweed------------------- | | | | |Hairy goldenaster--------- | | | | |Hairy grama--------------- | | | | |Hairy woollygrass--------- | | | | |Miscellaneous perennial fo | | | | |Juniper------------------- | | | | |Rough tridens------------- | | | | |  Rock outcrop. | | | | |  | | | | |  Vinson------------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | DAM: | | | | |  Dam. | | | | |  | | | | | DevE: | | | | |  Devol-------------------|Deep Sand PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY014OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | DpwB: | | | | |  Deepwood----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | DpwC: | | | | |  Deepwood----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | DpwD: | | | | |  Deepwood----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | DpwE: | | | | |  Deepwood----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | DvlB: | | | | |  Devol-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | DvlC: | | | | |  Devol-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | DvlD: | | | | |  Devol-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | EdlC: | | | | |  Eda---------------------|Deep Sand PE 31-44 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R078XY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | EdlE: | | | | |  Eda---------------------|Dune PE 31-44 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R078XY022OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | FayB: | | | | |  Farry-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | FayC: | | | | |  Farry-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | FoFE: | | | | |  Fortyone----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |  Farry-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | FrkA: | | | | |  Frankirk----------------|Hardland (north) PE 31-44| 2,000 | 1,500 | 1,000 |Blue grama---------------- | R078XY041OK | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Western wheatgrass-------- | | | | |Miscellaneous perennial fo | | | | | FrkB: | | | | |  Frankirk----------------|Hardland (north) PE 31-44| 2,000 | 1,500 | 1,000 |Blue grama---------------- | R078XY041OK | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Western wheatgrass-------- | | | | |Miscellaneous perennial fo | | | | | FtnB: | | | | |  Fortyone----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | FtnC: | | | | |  Fortyone----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | FtnD: | | | | |  Fortyone----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | GcsA: | | | | |  Gracemore---------------|Subirrigated PE 31-44 | 10,000 | 7,000 | 5,000 |Switchgrass--------------- | R078XY095OK | | | |Indiangrass--------------- | | | | |Alkali sacaton------------ | | | | |Miscellaneous perennial fo | | | | |Alkali muhly-------------- | | | | |Eastern gamagrass--------- | | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial gr | | | | |Miscellaneous trees------- | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | GdfB: | | | | |  Grandfield--------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | GdfC: | | | | |  Grandfield--------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | GDGE: | | | | |  Grandfield--------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |  Devol-------------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |  Grandmore---------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | GdmB: | | | | |  Grandmore---------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | GfsA: | | | | |  Gracemore---------------|Subirrigated (saline) PE | 6,000 | 5,000 | 4,500 |Alkali sacaton------------ | 31-44 | | | |Switchgrass--------------- | R078XY097OK | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Alkali muhly-------------- | | | | |Miscellaneous trees------- | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | GmrA: | | | | |  Gracemont---------------|Subirrigated PE 31-44 | 10,000 | 7,000 | 5,000 |Switchgrass--------------- | R078XY095OK | | | |Indiangrass--------------- | | | | |Alkali sacaton------------ | | | | |Miscellaneous perennial fo | | | | |Alkali muhly-------------- | | | | |Eastern gamagrass--------- | | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial gr | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | GmsA: | | | | |  Gracemont---------------|Subirrigated (saline) PE | 6,000 | 5,000 | 4,500 |Alkali sacaton------------ | 31-44 | | | |Switchgrass--------------- | R078XY097OK | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Alkali muhly-------------- | | | | |Miscellaneous trees------- | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | GrmA: | | | | |  Gracemore---------------|Subirrigated (saline) PE | 6,000 | 5,000 | 4,500 |Alkali sacaton------------ | 31-44 | | | |Switchgrass--------------- | R078XY097OK | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Alkali muhly-------------- | | | | |Miscellaneous trees------- | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | HdGB: | | | | |  Hardeman----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | HdGB: | | | | |  Grandmore---------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | HdGC: | | | | |  Hardeman----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |  Grandmore---------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | HdmB: | | | | |  Hardeman----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | HdmC: | | | | |  Hardeman----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | IreA: | | | | |  Irene-------------------|Loamy Prairie PE 30-40 | 3,500 | 2,800 | 2,000 |Indiangrass--------------- | R077EY056OK | | | |Little bluestem----------- | | | | |Sand bluestem------------- | | | | |Miscellaneous perennial fo | | | | |Sideoats grama------------ | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Tall dropseed------------- | | | | | IreB: | | | | |  Irene-------------------|Loamy Prairie PE 30-40 | 3,500 | 2,800 | 2,000 |Indiangrass--------------- | R077EY056OK | | | |Little bluestem----------- | | | | |Sand bluestem------------- | | | | |Miscellaneous perennial fo | | | | |Sideoats grama------------ | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Tall dropseed------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | IreC: | | | | |  Irene-------------------|Loamy Prairie PE 30-40 | 3,500 | 2,800 | 2,000 |Indiangrass--------------- | R077EY056OK | | | |Little bluestem----------- | | | | |Sand bluestem------------- | | | | |Miscellaneous perennial fo | | | | |Sideoats grama------------ | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Tall dropseed------------- | | | | | IreD: | | | | |  Irene-------------------|Loamy Prairie PE 30-40 | 3,500 | 2,800 | 2,000 |Indiangrass--------------- | R077EY056OK | | | |Little bluestem----------- | | | | |Sand bluestem------------- | | | | |Miscellaneous perennial fo | | | | |Sideoats grama------------ | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Tall dropseed------------- | | | | | JssF: | | | | |  Jester------------------|Dune PE 31-44 | 1,600 | 1,200 | 800 |Sand bluestem------------- | R078XY022OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Blue grama---------------- | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Sand lovegrass------------ | | | | |Sideoats grama------------ | | | | |Giant sandreed------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | JstC: | | | | |  Jester------------------|Deep Sand PE 31-44 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R078XY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | KidB: | | | | |  Kingsdown---------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | KiHE: | | | | |  Kingsdown---------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | KiHE: | | | | |  Hardeman----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | LgtA: | | | | |  Lugert------------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | LiJC: | | | | |  Lincoln-----------------|Sandy Bottomland PE 31-44| 4,800 | 3,700 | 2,900 |Sand bluestem------------- | R078XY068OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Canada wildrye------------ | | | | |Miscellaneous trees------- | | | | |Threeawn------------------ | | | | |  Jester------------------|Deep Sand PE 31-44 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R078XY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | LikB: | | | | |  Likes-------------------|Deep Sand PE 30-40 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R077EY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | LisA: | | | | |  Lincoln-----------------|Sandy Bottomland PE 31-44| 4,800 | 3,700 | 2,900 |Sand bluestem------------- | R078XY068OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Canada wildrye------------ | | | | |Miscellaneous trees------- | | | | |Threeawn------------------ | | | | | LncA: | | | | |  Lincoln-----------------|Loamy Bottomland PE 31-44| 4,800 | 3,700 | 2,900 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Canada wildrye------------ | | | | |Miscellaneous trees------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | LRoE: | | | | |  Laverne-----------------|Shallow PE 22-28 | 1,800 | 1,400 | 1,000 |Sideoats grama------------ | R077XY082OK | | | |Little bluestem----------- | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Miscellaneous shrubs------ | | | | |Sand bluestem------------- | | | | |Sand dropseed------------- | | | | |Silver bluestem----------- | | | | |  Rock outcrop. | | | | |  | | | | | LshA: | | | | |  Lesho-------------------|Subirrigated PE 31-44 | 10,000 | 7,000 | 5,000 |Switchgrass--------------- | R078XY095OK | | | |Indiangrass--------------- | | | | |Alkali sacaton------------ | | | | |Miscellaneous perennial fo | | | | |Alkali muhly-------------- | | | | |Eastern gamagrass--------- | | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial gr | | | | |Miscellaneous trees------- | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | LsoA: | | | | |  Lincoln-----------------|Sandy Bottomland PE 31-44| 4,800 | 3,700 | 2,900 |Sand bluestem------------- | R078XY068OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Annual grasses------------ | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Canada wildrye------------ | | | | |Miscellaneous trees------- | | | | |Threeawn------------------ | | | | | M-W: | | | | |  Water, Miscellaneous. | | | | |  | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | MLBB: | | | | |  Mobeetie----------------|Limy Upland PE 30-40 | 2,300 | 1,600 | 1,200 |Sand bluestem------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Sideoats grama------------ | | | | |Indiangrass--------------- | | | | |Canada wildrye------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |  Likes-------------------|Deep Sand PE 30-40 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R077EY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | MLBC: | | | | |  Mobeetie----------------|Limy Upland PE 30-40 | 2,300 | 1,600 | 1,200 |Sand bluestem------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Sideoats grama------------ | | | | |Indiangrass--------------- | | | | |Canada wildrye------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | MLBC: | | | | |  Likes-------------------|Deep Sand PE 30-40 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R077EY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | MLBE: | | | | |  Mobeetie----------------|Limy Upland PE 30-40 | 2,300 | 1,600 | 1,200 |Sand bluestem------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Sideoats grama------------ | | | | |Indiangrass--------------- | | | | |Canada wildrye------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |  Likes-------------------|Deep Sand PE 30-40 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R077EY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | MLBE: | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | MnsB: | | | | |  Mansic------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | MnsC: | | | | |  Mansic------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | MsnB: | | | | |  Manson------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | MsnC: | | | | |  Manson------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | MsnC2: | | | | |  Manson------------------|Reseeded Limy Upland PE | 1,900 | 1,300 | 800 | ---  | 30-40 | | | |  | R077EY848OK | | | |  | | | | | OMBE: | | | | |  Oklark------------------|Limy Sandy Plains PE 30- | 2,300 | 1,600 | 1,200 |Sand bluestem------------- | 40 | | | |Little bluestem----------- | R077EY049OK | | | |Sideoats grama------------ | | | | |Indiangrass--------------- | | | | |Canada wildrye------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |  Mansic------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | OMBG: | | | | |  Oklark------------------|Limy Sandy Plains PE 30- | 2,300 | 1,600 | 1,200 |Sand bluestem------------- | 40 | | | |Little bluestem----------- | R077EY049OK | | | |Sideoats grama------------ | | | | |Indiangrass--------------- | | | | |Canada wildrye------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |  Mansic------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | |  Berda-------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | PdoA: | | | | |  Paloduro----------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | PdoB: | | | | |  Paloduro----------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | PdoC2: | | | | |  Paloduro----------------|Reseeded Limy Upland PE | 1,900 | 1,300 | 800 | ---  | 30-40 | | | |  | R077EY848OK | | | |  | | | | | PIT: | | | | |  Pits. | | | | |  | | | | | PlmB: | | | | |  Plemons-----------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | PlmC: | | | | |  Plemons-----------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | PlmD: | | | | |  Plemons-----------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | QnWC3: | | | | |  Quinlan-----------------|Reseeded Shallow Prairie | 1,600 | 1,200 | 900 | ---  | PE 31-44 | | | |  | R078XY883OK | | | |  | | | | |  Woodward----------------|Reseeded Loamy Prairie PE| 2,600 | 1,800 | 1,300 | ---  | 31-44 | | | |  | R078XY856OK | | | |  | | | | | QnWD: | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | QnWE: | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | QRWG: | | | | |  Quinlan-----------------|Loamy Breaks PE 31-44 | 1,800 | 1,200 | 1,000 |Little bluestem----------- | R078XY005OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | |  Rock outcrop. | | | | |  | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | QRWG: | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | QRYG: | | | | |  Quinlan-----------------|Loamy Breaks PE 31-44 | 1,800 | 1,200 | 1,000 |Little bluestem----------- | R078XY005OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | |  Rock outcrop. | | | | |  | | | | |  Yomont------------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | QWDE: | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | |  Deepwood----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | | QWRC: | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | QWRC: | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | |  Rock outcrop. | | | | |  | | | | | RoCH: | | | | |  Rock outcrop. | | | | |  | | | | |  Cottonwood--------------|Gyp PE 31-44 | 1,800 | 1,200 | 1,000 |Little bluestem----------- | R078XY038OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Gumweed------------------- | | | | |Hairy goldenaster--------- | | | | |Hairy grama--------------- | | | | |Hairy woollygrass--------- | | | | |Miscellaneous perennial fo | | | | |Juniper------------------- | | | | |Rough tridens------------- | | | | | RssA: | | | | |  Rosston-----------------|Depressional Upland PE | 1,500 | 700 | 400 |Barnyardgrass------------- | 30-40 | | | |Blue grama---------------- | R077EY098OK | | | |Buffalograss-------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sedge--------------------- | | | | |Switchgrass--------------- | | | | |Western wheatgrass-------- | | | | |Annual grasses------------ | | | | |Other annual forbs-------- | | | | | SAL: | | | | |  Salt flats. | | | | |  | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | SelA: | | | | |  Selman------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Sand bluestem------------- | R078XY056OK | | | |Indiangrass--------------- | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Miscellaneous trees------- | | | | |Sideoats grama------------ | | | | |Western wheatgrass-------- | | | | | SelB: | | | | |  Selman------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | SelC: | | | | |  Selman------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | SelC2: | | | | |  Selman------------------|Reseeded Loamy Prairie PE| 2,200 | 1,400 | 1,000 | ---  | 31-44 | | | |  | R078XY856OK | | | |  | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | SelD: | | | | |  Selman------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | SelD2: | | | | |  Selman------------------|Reseeded Loamy Prairie PE| 2,200 | 1,400 | 1,000 | ---  | 31-44 | | | |  | R078XY856OK | | | |  | | | | | SprA: | | | | |  Spur--------------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | SpsA: | | | | |  Spur--------------------|Loamy Saline Bottomland | 3,300 | 2,300 | 1,600 |Alkali sacaton------------ | PE 34-44 | | | |Switchgrass--------------- | R078CY047OK | | | |Inland saltgrass---------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Alkali muhly-------------- | | | | |Miscellaneous trees------- | | | | |Prairie cordgrass--------- | | | | |Sedge--------------------- | | | | |Sunflower----------------- | | | | |Western wheatgrass-------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | StpA: | | | | |  St. Paul----------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | StpB: | | | | |  St. Paul----------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | StpC: | | | | |  St. Paul----------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | StpD: | | | | |  St. Paul----------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | TeWE: | | | | |  Teagard-----------------|Shale PE 31-44 | 1,000 | 700 | 400 |Little bluestem----------- | R078XY100OK | | | |Sideoats grama------------ | | | | |Miscellaneous perennial gr | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Indiangrass--------------- | | | | |Buffalograss-------------- | | | | |Sand bluestem------------- | | | | |  Wellsford---------------|Shale PE 31-44 | 1,000 | 700 | 400 |Little bluestem----------- | R078XY100OK | | | |Sideoats grama------------ | | | | |Miscellaneous perennial gr | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Indiangrass--------------- | | | | |Buffalograss-------------- | | | | |Sand bluestem------------- | | | | | TexA: | | | | |  Texroy------------------|Limy Upland PE 30-40 | 3,000 | 2,300 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | TexB: | | | | |  Texroy------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | TexC: | | | | |  Texroy------------------|Limy Upland PE 30-40 | 3,000 | 2,200 | 1,700 |Blue grama---------------- | R077EY048OK | | | |Little bluestem----------- | | | | |Miscellaneous perennial gr | | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Indiangrass--------------- | | | | | TipA: | | | | |  Tipton------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | TipB: | | | | |  Tipton------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | TipC: | | | | |  Tipton------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | TipD: | | | | |  Tipton------------------|Loamy Prairie PE 31-44 | 4,200 | 2,800 | 2,000 |Little bluestem----------- | R078XY056OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |American plum------------- | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Skunkbush sumac----------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | TRQC: | | | | |  Talpa-------------------|Very Shallow PE 31-44 | 1,800 | 1,400 | 1,000 |Sideoats grama------------ | R078XY098OK | | | |Little bluestem----------- | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Hairy grama--------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Miscellaneous shrubs------ | | | | |Sand bluestem------------- | | | | |Sand dropseed------------- | | | | |Silver bluestem----------- | | | | |  Rock outcrop. | | | | |  | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | | TvlC: | | | | |  Tivoli------------------|Deep Sand PE 31-44 | 3,500 | 2,400 | 1,700 |Sand bluestem------------- | R078XY014OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Switchgrass--------------- | | | | |Indiangrass--------------- | | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Sideoats grama------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | TvlE: | | | | |  Tivoli------------------|Dune PE 31-44 | 1,600 | 1,200 | 800 |Sand bluestem------------- | R078XY022OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Blue grama---------------- | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Sand lovegrass------------ | | | | |Sideoats grama------------ | | | | |Giant sandreed------------ | | | | | TvlG: | | | | |  Tivoli------------------|Dune PE 31-44 | 1,600 | 1,200 | 800 |Sand bluestem------------- | R078XY022OK | | | |Little bluestem----------- | | | | |Miscellaneous shrubs------ | | | | |Blue grama---------------- | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand dropseed------------- | | | | |Sand lovegrass------------ | | | | |Sideoats grama------------ | | | | |Giant sandreed------------ | | | | | VerB: | | | | |  Vernon------------------|Clay Prairie (south) PE | 2,200 | 1,500 | 800 |Sideoats grama------------ | 31-44 | | | |Buffalograss-------------- | R078XY031OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Hairy grama--------------- | | | | |Little bluestem----------- | | | | |Other annual forbs-------- | | | | |Miscellaneous perennial fo | | | | |Silver bluestem----------- | | | | |Vine mesquite------------- | | | | |Western wheatgrass-------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | VerC: | | | | |  Vernon------------------|Clay Prairie (south) PE | 2,200 | 1,500 | 800 |Sideoats grama------------ | 31-44 | | | |Buffalograss-------------- | R078XY031OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Hairy grama--------------- | | | | |Little bluestem----------- | | | | |Other annual forbs-------- | | | | |Miscellaneous perennial fo | | | | |Silver bluestem----------- | | | | |Vine mesquite------------- | | | | |Western wheatgrass-------- | | | | | VerD: | | | | |  Vernon------------------|Clay Prairie (south) PE | 2,200 | 1,500 | 800 |Sideoats grama------------ | 31-44 | | | |Buffalograss-------------- | R078XY031OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Hairy grama--------------- | | | | |Little bluestem----------- | | | | |Other annual forbs-------- | | | | |Miscellaneous perennial fo | | | | |Silver bluestem----------- | | | | |Vine mesquite------------- | | | | |Western wheatgrass-------- | | | | | VrrB: | | | | |  Vernon------------------|Shallow Sandy Prairie PE | 3,000 | 2,100 | 1,400 |Little bluestem----------- | 34-44 | | | |Sand bluestem------------- | R078CY074OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | | VrrC: | | | | |  Vernon------------------|Shallow Sandy Prairie PE | 3,000 | 2,100 | 1,400 |Little bluestem----------- | 34-44 | | | |Sand bluestem------------- | R078CY074OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | W: | | | | |  Water. | | | | |  | | | | | WodA: | | | | |  Woods-------------------|Hardland PE 30-40 | 2,000 | 1,500 | 1,000 |Blue grama---------------- | R077EY040OK | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Western wheatgrass-------- | | | | |Miscellaneous perennial fo | | | | | WodB: | | | | |  Woods-------------------|Hardland PE 30-40 | 2,000 | 1,500 | 1,000 |Blue grama---------------- | R077EY040OK | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Western wheatgrass-------- | | | | |Miscellaneous perennial fo | | | | | WodC: | | | | |  Woods-------------------|Hardland PE 30-40 | 2,000 | 1,500 | 1,000 |Blue grama---------------- | R077EY040OK | | | |Sideoats grama------------ | | | | |Buffalograss-------------- | | | | |Miscellaneous perennial gr | | | | |Western wheatgrass-------- | | | | |Miscellaneous perennial fo | | | | | WQHE: | | | | |  Westola-----------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | WQHE: | | | | |  Hardeman----------------|Sandy Prairie PE 31-44 | 4,000 | 2,800 | 2,000 |Little bluestem----------- | R078XY073OK | | | |Sand bluestem------------- | | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Miscellaneous perennial gr | | | | |Indiangrass--------------- | | | | |Sand lovegrass------------ | | | | |Sand sagebrush------------ | | | | |Switchgrass--------------- | | | | |Miscellaneous perennial fo | | | | | WQnB: | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | WQnC: | | | | |  Woodward----------------|Loamy Prairie (cal) PE | 3,500 | 2,800 | 2,000 |Little bluestem----------- | 31-44 | | | |Miscellaneous perennial gr | R078XY057OK | | | |Sideoats grama------------ | | | | |Blue grama---------------- | | | | |Buffalograss-------------- | | | | |Indiangrass--------------- | | | | |Annual grasses------------ | | | | |Miscellaneous perennial fo | | | | |Sand bluestem------------- | | | | |Switchgrass--------------- | | | | |Tall dropseed------------- | | | | |  Quinlan-----------------|Shallow Prairie (north) | 2,500 | 1,800 | 1,300 |Little bluestem----------- | PE 31-44 | | | |Sideoats grama------------ | R078XY083OK | | | |Blue grama---------------- | | | | |Miscellaneous perennial fo | | | | |Miscellaneous perennial gr | | | | |Sand bluestem------------- | | | | |Buffalograss-------------- | | | | |Sand dropseed------------- | | | | |Threeawn------------------ | | | | | WslA: | | | | |  Westola-----------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | WstA: | | | | |  Westola-----------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | 
Table 9.--Rangeland Productivity and Characteristic Plant Communities--Continued __________________________________________________________________________________________________________________

 | | Total dry-weight production |  Map symbol | Ecological site |___________________________________| Characteristic vegetati and soil name | | Favorable | Normal |Unfavorable|  | | year | year | year | _________________________|_________________________|___________|___________|___________|__________________________ | | Lb/acre | Lb/acre | Lb/acre | 

 | | | | | YmrA: | | | | |  Yomont------------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | YmtA: | | | | |  Yomont------------------|Loamy Bottomland PE 31-44| 5,500 | 4,000 | 3,000 |Sand bluestem------------- | R078XY050OK | | | |Indiangrass--------------- | | | | |Miscellaneous perennial gr | | | | |Switchgrass--------------- | | | | |Little bluestem----------- | | | | |Miscellaneous perennial fo | | | | |Eastern gamagrass--------- | | | | |Miscellaneous trees------- | | | | | _________________________|_________________________|___________|___________|___________|__________________________
Harper County, Oklahoma 259

Windbreaks and Environmental Plantings

Windbreaks protect livestock, buildings, and yards from wind and snow. They also

protect fruit trees and gardens, and they furnish habitat for wildlife. Several rows of

low and high growing broadleaf and coniferous trees and shrubs provide the most

protection.

Field windbreaks are narrow plantings made at right angles to the prevailing wind

and at specific intervals across the field. The interval depends on the erodibility of the

soil. Field windbreaks protect cropland and crops from wind, help to keep snow on

the fields, and provide food and cover for wildlife.

Environmental plantings help to beautify and screen houses and other buildings

and to abate noise. The plants, mostly evergreen shrubs and trees, are closely

spaced. To ensure plant survival, a healthy planting stock of suitable species should

be planted properly on a well prepared site and maintained in good condition.

Windbreaks are often planted on land that did not originally support trees.

Knowledge of how trees perform on such land can be gained only by observing and

recording the performance of trees that have been planted and have survived. Many

popular windbreak species are not indigenous to the areas in which they are planted.

Each tree or shrub species has certain climatic and physiographic limits. Within

these parameters, a tree or shrub may grow well or grow poorly, depending on the

characteristics of the soil. Each tree or shrub has definable potential heights in a

given physiographic area and under given climatic conditions. Accurate definitions of

potential heights are necessary when a windbreak is planned and designed.

Table 10, “Windbreaks and Environmental Plantings,” shows the height that locally

grown trees and shrubs are expected to reach in 20 years on various soils. The

estimates in this table are based on measurements and observation of established

plantings that have been given adequate care. They can be used as a guide in

planning windbreaks and screens. Additional information on planning windbreaks and

screens and planting and caring for trees and shrubs can be obtained from local

offices of the Natural Resources Conservation Service or the Cooperative Extension

Service or from a nursery.
260 Soil Survey

Table 10.--Windbreaks and Environmental Plantings

[Absence of an entry indicates that trees generally do not grow to the given height]

___________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of--

 Map symbol |___________________________________________________________________________________

 and soil name | <8 | 8-15 | 16-25 | 26-35

_______________|____________________|____________________|____________________|____________________

 | | | |

AbbA: | | | |

 Abbie---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

AbbB: | | | |

 Abbie---------| --- |American plum, Amur |Ponderosa pine, bur |Black locust

 | | honeysuckle, common| oak, red mulberry, |

 | | lilac, eastern | osageorange, common|

 | | redbud, oriental | hackberry, lacebark|

 | | arborvitae | elm, loblolly pine |

 | | | |

AbbB2: | | | |

 Abbie---------| --- |American plum, Amur |Ponderosa pine, bur |Black locust

 | | honeysuckle, common| oak, red mulberry, |

 | | lilac, eastern | osageorange, common|

 | | redbud, oriental | hackberry, lacebark|

 | | arborvitae | elm, loblolly pine |

 | | | |

AbbC: | | | |

 Abbie---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

AbbC2: | | | |

 Abbie---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

AbsB: | | | |

 Abilene-------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

AclA: | | | |

 Abbie---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |
Harper County, Oklahoma 261

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

AflB: | | | |

 Abbie---------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

AflC: | | | |

 Abbie---------| --- |American plum, Amur |Ponderosa pine, bur |Black locust

 | | honeysuckle, common| oak, red mulberry, |

 | | lilac, eastern | osageorange, common|

 | | redbud, oriental | hackberry, lacebark|

 | | arborvitae | elm, loblolly pine |

 | | | |

BdaB: | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

BdaC: | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

BdaD: | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

CRVE: | | | |

 Cottonwood. | | | |

 | | | |

 Rock Outcrop. | | | |

 | | | |

 Vinson--------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

DAM: | | | |

 Dam. | | | |

 | | | |
262 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

DevE: | | | |

 Devol---------|American plum |Eastern redbud, |Austrian pine, Rocky|Black locust,

 | | oriental arborvitae| Mountain juniper, | loblolly pine

 | | | bur oak, common |

 | | | hackberry, green |

 | | | ash, ponderosa |

 | | | pine, lacebark elm,|

 | | | osageorange |

 | | | |

DpwB: | | | |

 Deepwood------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

DpwC: | | | |

 Deepwood------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

DpwD: | | | |

 Deepwood------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

DpwE: | | | |

 Deepwood------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

DvlB: | | | |

 Devol---------|American plum |Eastern redbud, |Austrian pine, Rocky|Black locust,

 | | oriental arborvitae| Mountain juniper, | loblolly pine

 | | | bur oak, common |

 | | | hackberry, green |

 | | | ash, ponderosa |

 | | | pine, lacebark elm,|

 | | | osageorange |

 | | | |

DvlC: | | | |

 Devol---------|American plum |Eastern redbud, |Austrian pine, Rocky|Black locust,

 | | oriental arborvitae| Mountain juniper, | loblolly pine

 | | | bur oak, common |

 | | | hackberry, green |

 | | | ash, ponderosa |

 | | | pine, lacebark elm,|

 | | | osageorange |

 | | | |
Harper County, Oklahoma 263

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

DvlD: | | | |

 Devol---------|American plum |Eastern redbud, |Austrian pine, Rocky|Black locust,

 | | oriental arborvitae| Mountain juniper, | loblolly pine

 | | | bur oak, common |

 | | | hackberry, green |

 | | | ash, ponderosa |

 | | | pine, lacebark elm,|

 | | | osageorange |

 | | | |

EdlC: | | | |

 Eda-----------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

EdlE: | | | |

 Eda-----------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

FayB: | | | |

 Farry---------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

FayC: | | | |

 Farry---------|American plum |Eastern redbud, |Austrian pine, Rocky|Black locust,

 | | oriental arborvitae| Mountain juniper, | loblolly pine

 | | | bur oak, common |

 | | | hackberry, green |

 | | | ash, ponderosa |

 | | | pine, lacebark elm,|

 | | | osageorange |

 | | | |

FoFE: | | | |

 Fortyone------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |
264 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

FoFE: | | | |

 Farry---------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

FrkA: | | | |

 Frankirk------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

FrkB: | | | |

 Frankirk------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

FtnB: | | | |

 Fortyone------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

FtnC: | | | |

 Fortyone------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

FtnD: | | | |

 Fortyone------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

GcsA: | | | |

 Gracemore. | | | |

 | | | |
Harper County, Oklahoma 265

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

GdfB: | | | |

 Grandfield----|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

GdfC: | | | |

 Grandfield----|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

GDGE: | | | |

 Grandfield----|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

 Devol---------|American plum |Eastern redbud, |Austrian pine, Rocky|Black locust,

 | | oriental arborvitae| Mountain juniper, | loblolly pine

 | | | bur oak, common |

 | | | hackberry, green |

 | | | ash, ponderosa |

 | | | pine, lacebark elm,|

 | | | osageorange |

 | | | |

 Grandmore-----|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

GdmB: | | | |

 Grandmore-----|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

GfsA: | | | |

 Gracemore. | | | |

 | | | |

GmrA: | | | |

 Gracemont. | | | |

 | | | |
266 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

GmsA: | | | |

 Gracemont. | | | |

 | | | |

GrmA: | | | |

 Gracemore. | | | |

 | | | |

HdGB: | | | |

 Hardeman------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

 Grandmore-----|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

HdGC: | | | |

 Hardeman------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

 Grandmore-----|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

HdmB: | | | |

 Hardeman------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

HdmC: | | | |

 Hardeman------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |
Harper County, Oklahoma 267

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

IreA: | | | |

 Irene---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

IreB: | | | |

 Irene---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

IreC: | | | |

 Irene---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

IreD: | | | |

 Irene---------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

JssF: | | | |

 Jester--------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

JstC: | | | |

 Jester--------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |
268 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

KidB: | | | |

 Kingsdown-----|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

KiHE: | | | |

 Kingsdown-----|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

 Hardeman------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

LgtA: | | | |

 Lugert--------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

LiJC: | | | |

 Lincoln-------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

 Jester--------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |
Harper County, Oklahoma 269

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

LikB: | | | |

 Likes---------|American plum |Eastern redbud, |Austrian pine, Rocky| ---

 | | oriental arborvitae| Mountain juniper, |

 | | | common hackberry, |

 | | | lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, red|

 | | | mulberry, bur oak, |

 | | | green ash, black |

 | | | locust, loblolly |

 | | | pine |

 | | | |

LisA: | | | |

 Lincoln-------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

LncA: | | | |

 Lincoln-------|American plum |Eastern redbud, |Austrian pine, bur | ---

 | | oriental | oak, common |

 | | arborvitae, Rocky | hackberry, lacebark|

 | | Mountain juniper | elm, ponderosa |

 | | | pine, green ash, |

 | | | black locust, |

 | | | loblolly pine |

 | | | |

LRoE: | | | |

 Laverne. | | | |

 | | | |

 Rock outcrop. | | | |

 | | | |

LshA: | | | |

 Lesho---------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

LsoA: | | | |

 Lincoln-------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

M-W: | | | |

 Water. | | | |

 | | | |
270 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

MLBB: | | | |

 Mobeetie------|American plum |Eastern redbud, |Austrian pine, |Black locust

 | | oriental | ponderosa pine, bur|

 | | arborvitae, Rocky | oak, common |

 | | Mountain juniper | hackberry, lacebark|

 | | | elm, osageorange, |

 | | | green ash |

 | | | |

 Likes---------|American plum |Eastern redbud, |Austrian pine, | ---

 | | oriental | common hackberry, |

 | | arborvitae, Rocky | lacebark elm, |

 | | Mountain juniper | osageorange, |

 | | | ponderosa pine, red|

 | | | mulberry, green |

 | | | ash, bur oak, black|

 | | | locust |

 | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

MLBC: | | | |

 Mobeetie------|American plum |Eastern redbud, |Austrian pine, |Black locust

 | | oriental | ponderosa pine, bur|

 | | arborvitae, Rocky | oak, common |

 | | Mountain juniper | hackberry, lacebark|

 | | | elm, osageorange, |

 | | | green ash |

 | | | |

 Likes---------|American plum |Eastern redbud, |Austrian pine, | ---

 | | oriental | common hackberry, |

 | | arborvitae, Rocky | lacebark elm, |

 | | Mountain juniper | osageorange, |

 | | | ponderosa pine, red|

 | | | mulberry, green |

 | | | ash, bur oak, black|

 | | | locust |

 | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

MLBE: | | | |

 Mobeetie------|American plum |Eastern redbud, |Austrian pine, |Black locust

 | | oriental | ponderosa pine, bur|

 | | arborvitae, Rocky | oak, common |

 | | Mountain juniper | hackberry, lacebark|

 | | | elm, osageorange, |

 | | | green ash |

 | | | |
Harper County, Oklahoma 271

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

MLBE: | | | |

 Likes---------|American plum |Eastern redbud, |Austrian pine, | ---

 | | oriental | common hackberry, |

 | | arborvitae, Rocky | lacebark elm, |

 | | Mountain juniper | osageorange, |

 | | | ponderosa pine, red|

 | | | mulberry, green |

 | | | ash, bur oak, black|

 | | | locust |

 | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

MnsB: | | | |

 Mansic--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

MnsC: | | | |

 Mansic--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

MsnB: | | | |

 Manson--------|Eastern redbud |Oriental arborvitae,|Bur oak, ponderosa | ---

 | | Austrian pine, | pine, green ash, |

 | | lacebark elm, | black locust |

 | | osageorange | |

 | | | |

MsnC: | | | |

 Manson--------|Eastern redbud |Oriental arborvitae,|Bur oak, ponderosa | ---

 | | Austrian pine, | pine, green ash, |

 | | lacebark elm, | black locust |

 | | osageorange | |

 | | | |

MsnC2: | | | |

 Manson--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

OMBE: | | | |

 Oklark--------|Eastern redbud |Oriental arborvitae,|Bur oak, ponderosa | ---

 | | Austrian pine, | pine, green ash, |

 | | lacebark elm, | black locust |

 | | osageorange | |

 | | | |
272 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

OMBE: | | | |

 Mansic--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

OMBG: | | | |

 Oklark--------|Eastern redbud |Oriental arborvitae,|Bur oak, ponderosa | ---

 | | Austrian pine, | pine, green ash, |

 | | lacebark elm, | black locust |

 | | osageorange | |

 | | | |

 Mansic--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

 Berda---------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

PdoA: | | | |

 Paloduro------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

PdoB: | | | |

 Paloduro------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

PdoC2: | | | |

 Paloduro------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

PIT: | | | |

 Pits. | | | |

 | | | |
Harper County, Oklahoma 273

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

PlmB: | | | |

 Plemons-------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

PlmC: | | | |

 Plemons-------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

PlmD: | | | |

 Plemons-------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

QnWC3: | | | |

 Quinlan. | | | |

 | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

QnWD: | | | |

 Quinlan. | | | |

 | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

QnWE: | | | |

 Quinlan. | | | |

 | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

QRWG: | | | |

 Quinlan. | | | |

 | | | |

 Rock outcrop. | | | |

 | | | |
274 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

QRWG: | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

QRYG: | | | |

 Quinlan. | | | |

 | | | |

 Rock outcrop. | | | |

 | | | |

 Yomont--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

QWDE: | | | |

 Quinlan. | | | |

 | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

 Deepwood------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

QWRC: | | | |

 Quinlan. | | | |

 | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

 Rock outcrop. | | | |

 | | | |

RoCH: | | | |

 Rock outcrop. | | | |

 | | | |

 Cottonwood. | | | |

 | | | |

RssA: | | | |

 Rosston. | | | |

 | | | |

SAL: | | | |

 Salt flats. | | | |

 | | | |
Harper County, Oklahoma 275

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

SelA: | | | |

 Selman--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

SelB: | | | |

 Selman--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

SelC: | | | |

 Selman--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

SelC2: | | | |

 Selman--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

SelD: | | | |

 Selman--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

SelD2: | | | |

 Selman--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

SprA: | | | |

 Spur----------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |
276 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

SpsA: | | | |

 Spur----------| --- |Austrian pine | --- | ---

 | | | |

StpA: | | | |

 St. Paul------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

StpB: | | | |

 St. Paul------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

StpC: | | | |

 St. Paul------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

StpD: | | | |

 St. Paul------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

TeWE: | | | |

 Teagard. | | | |

 | | | |

 Wellsford. | | | |

 | | | |

TexA: | | | |

 Texroy--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

TexB: | | | |

 Texroy--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |
Harper County, Oklahoma 277

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

TexC: | | | |

 Texroy--------|American plum |Common lilac, Amur |Bur oak, |Loblolly pine

 | | honeysuckle, | osageorange, |

 | | eastern redbud, | ponderosa pine, red|

 | | oriental arborvitae| mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

TipA: | | | |

 Tipton--------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

TipB: | | | |

 Tipton--------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

TipC: | | | |

 Tipton--------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

TipD: | | | |

 Tipton--------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

TRQC: | | | |

 Talpa. | | | |

 | | | |

 Rock outcrop. | | | |

 | | | |

 Quinlan. | | | |

 | | | |
278 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

TvlC: | | | |

 Tivoli--------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

TvlE: | | | |

 Tivoli--------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

TvlG: | | | |

 Tivoli--------|American plum | --- |Rocky Mountain |Black locust

 | | | juniper, bur oak, |

 | | | oriental |

 | | | arborvitae, |

 | | | ponderosa pine, |

 | | | Austrian pine, |

 | | | osageorange, common|

 | | | hackberry, green |

 | | | ash, lacebark elm, |

 | | | loblolly pine |

 | | | |

VerB: | | | |

 Vernon--------|American plum, Amur |Eastern redbud, |Bur oak, ponderosa |Loblolly pine

 | honeysuckle, common| oriental arborvitae| pine, osageorange, |

 | lilac | | red mulberry, black|

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

VerC: | | | |

 Vernon--------|American plum, Amur |Eastern redbud, |Bur oak, ponderosa |Loblolly pine

 | honeysuckle, common| oriental arborvitae| pine, osageorange, |

 | lilac | | red mulberry, black|

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

VerD: | | | |

 Vernon--------|American plum, Amur |Eastern redbud, |Bur oak, ponderosa |Loblolly pine

 | honeysuckle, common| oriental arborvitae| pine, osageorange, |

 | lilac | | red mulberry, black|

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |
Harper County, Oklahoma 279

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

VrrB: | | | |

 Vernon--------|American plum |Eastern redbud, |Bur oak, common | ---

 | | oriental | hackberry, lacebark|

 | | arborvitae, Rocky | elm, osageorange, |

 | | Mountain juniper | ponderosa pine, |

 | | | green ash, black |

 | | | locust |

 | | | |

VrrC: | | | |

 Vernon--------|American plum |Eastern redbud, |Bur oak, common | ---

 | | oriental | hackberry, lacebark|

 | | arborvitae, Rocky | elm, osageorange, |

 | | Mountain juniper | ponderosa pine, |

 | | | green ash, black |

 | | | locust |

 | | | |

W: | | | |

 Water. | | | |

 | | | |

WodA: | | | |

 Woods---------|American plum, Amur |Eastern redbud, |Bur oak, |Loblolly pine

 | honeysuckle, common| oriental arborvitae| osageorange, |

 | lilac | | ponderosa pine, red|

 | | | mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

WodB: | | | |

 Woods---------| --- |American plum, Amur |Ponderosa pine, bur | ---

 | | honeysuckle, common| oak, osageorange, |

 | | lilac, eastern | red mulberry, black|

 | | redbud, oriental | locust, common |

 | | arborvitae | hackberry, lacebark|

 | | | elm, loblolly pine |

 | | | |

WodC: | | | |

 Woods---------|American plum, Amur |Eastern redbud, |Bur oak, |Loblolly pine

 | honeysuckle, common| oriental arborvitae| osageorange, |

 | lilac | | ponderosa pine, red|

 | | | mulberry, black |

 | | | locust, common |

 | | | hackberry, lacebark|

 | | | elm |

 | | | |

WQHE: | | | |

 Westola-------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

 Quinlan. | | | |

 | | | |
280 Soil Survey

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

WQHE: | | | |

 Hardeman------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

WQnB: | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

 Quinlan. | | | |

 | | | |

WQnC: | | | |

 Woodward------|American plum |Eastern redbud, |Common hackberry, | ---

 | | oriental | lacebark elm, |

 | | arborvitae, Rocky | osageorange, |

 | | Mountain juniper | ponderosa pine, bur|

 | | | oak, black locust, |

 | | | green ash |

 | | | |

 Quinlan. | | | |

 | | | |

WslA: | | | |

 Westola-------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

WstA: | | | |

 Westola-------|Shrub lespedeza |Amur honeysuckle, |Eastern redbud, |Osageorange, bur

 | | American plum | Scotch pine, Rocky | oak, common

 | | | Mountain juniper, | hackberry, green

 | | | oriental | ash, lacebark elm,

 | | | arborvitae, red | black locust

 | | | mulberry, Austrian |

 | | | pine, ponderosa |

 | | | pine |

 | | | |

YmrA: | | | |

 Yomont--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |
Harper County, Oklahoma 281

Table 10.--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

_______________|____________________|____________________|____________________|____________________

 | | | |

YmtA: | | | |

 Yomont--------|Eastern redbud |Oriental arborvitae |Austrian pine, bur | ---

 | | | oak, lacebark elm, |

 | | | osageorange, |

 | | | ponderosa pine, |

 | | | black locust, green|

 | | | ash |

 | | | |

_______________|____________________|____________________|____________________|____________________
282 Soil Survey

Recreation

The soils of the survey area are rated in tables 11a and 11b according to

limitations that affect their suitability for recreation. The ratings are both verbal and

numerical. Rating class terms indicate the extent to which the soils are limited by all

of the soil features that affect the recreational uses. Not limited indicates that the soil

has features that are very favorable for the specified use. Good performance and very

low maintenance can be expected. Somewhat limited indicates that the soil has

features that are moderately favorable for the specified use. The limitations can be

overcome or minimized by special planning, design, or installation. Fair performance

and moderate maintenance can be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the specified use. The limitations

generally cannot be overcome without major soil reclamation, special design, or

expensive installation procedures. Poor performance and high maintenance can be

expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

The ratings in the tables are based on restrictive soil features, such as wetness,

slope, and texture of the surface layer. Susceptibility to flooding is considered. Not

considered in the ratings, but important in evaluating a site, are the location and

accessibility of the area, the size and shape of the area and its scenic quality,

vegetation, access to water, potential water impoundment sites, and access to public

sewer lines. The capacity of the soil to absorb septic tank effluent and the ability of

the soil to support vegetation also are important. Soils that are subject to flooding are

limited for recreational uses by the duration and intensity of flooding and the season

when flooding occurs. In planning recreational facilities, onsite assessment of the

height, duration, intensity, and frequency of flooding is essential.

The information in tables 11a and 11b can be supplemented by other information

in this survey, for example, interpretations for building site development, construction

materials, sanitary facilities, and water management.

Camp areas require site preparation, such as shaping and leveling the tent and

parking areas, stabilizing roads and intensively used areas, and installing sanitary

facilities and utility lines. Camp areas are subject to heavy foot traffic and some

vehicular traffic. The ratings are based on the soil properties that affect the ease of

developing camp areas and the performance of the areas after development. Slope,

stoniness, and depth to bedrock or a cemented pan are the main concerns affecting

the development of camp areas. The soil properties that affect the performance of the

areas after development are those that influence trafficability and promote the growth

of vegetation, especially in heavily used areas. For good trafficability, the surface of

camp areas should absorb rainfall readily, remain firm under heavy foot traffic, and

not be dusty when dry. The soil properties that influence trafficability are texture of the

surface layer, depth to a water table, ponding, flooding, permeability, and large

stones. The soil properties that affect the growth of plants are depth to bedrock or a

cemented pan, permeability, and toxic substances in the soil.

Picnic areas are subject to heavy foot traffic. Most vehicular traffic is confined to

access roads and parking areas. The ratings are based on the soil properties that

affect the ease of developing picnic areas and that influence trafficability and the

growth of vegetation after development. Slope and stoniness are the main concerns

affecting the development of picnic areas. For good trafficability, the surface of picnic

areas should absorb rainfall readily, remain firm under heavy foot traffic, and not be

dusty when dry. The soil properties that influence trafficability are texture of the

surface layer, depth to a water table, ponding, flooding, permeability, and large
Harper County, Oklahoma 283

stones. The soil properties that affect the growth of plants are depth to bedrock or a

cemented pan, permeability, and toxic substances in the soil.

Playgrounds require soils that are nearly level, are free of stones, and can

withstand intensive foot traffic. The ratings are based on the soil properties that affect

the ease of developing playgrounds and that influence trafficability and the growth of

vegetation after development. Slope and stoniness are the main concerns affecting

the development of playgrounds. For good trafficability, the surface of the playgrounds

should absorb rainfall readily, remain firm under heavy foot traffic, and not be dusty

when dry. The soil properties that influence trafficability are texture of the surface

layer, depth to a water table, ponding, flooding, permeability, and large stones. The

soil properties that affect the growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Paths and trails for hiking and horseback riding should require little or no slope

modification through cutting and filling. The ratings are based on the soil properties

that affect trafficability and erodibility. These properties are stoniness, depth to a

water table, ponding, flooding, slope, and texture of the surface layer.

Off-road motorcycle trails require little or no site preparation. They are not covered

with surfacing material or vegetation. Considerable compaction of the soil material is

likely. The ratings are based on the soil properties that influence erodibility,

trafficability, dustiness, and the ease of revegetation. These properties are stoniness,

slope, depth to a water table, ponding, flooding, and texture of the surface layer.

Golf fairways are subject to heavy foot traffic and some light vehicular traffic.

Cutting or filling may be required. Irrigation is not considered in the ratings. The

ratings are based on the soil properties that affect plant growth and trafficability after

vegetation is established. The properties that affect plant growth are reaction; depth

to a water table; ponding; depth to bedrock or a cemented pan; the available water

capacity in the upper 40 inches; the content of salts, sodium, or calcium carbonate;

and sulfidic materials. The properties that affect trafficability are flooding, depth to a

water table, ponding, slope, stoniness, and the amount of sand, clay, or organic

matter in the surface layer. The suitability of the soil for traps, tees, roughs, and

greens is not considered in the ratings.
284 Soil Survey

Table 11a.--Recreation, Part I

[The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00.

 The larger the value, the greater the limitation. See text for further explanation of

 ratings in this table]

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |0.50

 | | | | | | Dusty |0.50

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |0.50

 | | | | | | Dusty |0.50

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AclA: | | | | | | |

 Abbie---------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflC: | | | | | | |

 Abbie---------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

BdaB: | | | | | | |

 Berda---------| 84 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

BdaC: | | | | | | |

 Berda---------| 80 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |0.50

 | | | | | | Dusty |0.50

 | | | | | | |

BdaD: | | | | | | |

 Berda---------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |1.00

 | | | | | | Dusty |0.50

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----| 37 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |
Harper County, Oklahoma 285

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

CRVE: | | | | | | |

 Rock outcrop--| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------| 12 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | Depth to bedrock |0.16

 | | | | | | |

DAM: | | | | | | |

 Dam-----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.90 | Too sandy |0.90 | Slope |1.00

 | | Slope |0.16 | Slope |0.16 | Too sandy |0.90

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------| 82 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------| 79 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------| 90 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------| 89 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |

DvlB: | | | | | | |

 Devol---------| 83 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------| 93 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

DvlD: | | | | | | |

 Devol---------| 90 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------| 86 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.42 | Too sandy |0.42 | Too sandy |0.42

 | | | | | | Slope |0.12

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------| 75 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.42 | Too sandy |0.42 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Too sandy |0.42

 | | | | | | |

FayB: | | | | | | |

 Farry---------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FayC: | | | | | | |

 Farry---------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |
286 Soil Survey

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------| 70 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | Gravel content |0.06

 | | | | | | |

 Farry---------| 30 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------| 77 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Gravel content |0.06

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | Gravel content |0.06

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------| 90 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | Gravel content |0.06

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----| 85 |Very limited | |Somewhat limited | |Very limited |

 | | Depth to |1.00 | Depth to |0.90 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Flooding |1.00 | | | |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----| 92 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----| 48 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

 Devol---------| 32 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

 Grandmore-----| 20 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----| 86 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Salinity |1.00 | Depth to |1.00

 | | saturated zone | | Depth to |1.00 | saturated zone |

 | | Flooding |1.00 | saturated zone | | Salinity |1.00

 | | Salinity |1.00 | | | Flooding |0.60

 | | | | | | |
Harper County, Oklahoma 287

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----| 91 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Flooding |1.00 | | | |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Salinity |1.00 | Depth to |1.00

 | | saturated zone | | Depth to |1.00 | saturated zone |

 | | Flooding |1.00 | saturated zone | | Salinity |1.00

 | | Salinity |1.00 | | | |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Salinity |1.00 | Depth to |1.00

 | | saturated zone | | Depth to |0.90 | saturated zone |

 | | Flooding |1.00 | saturated zone | | Salinity |1.00

 | | Salinity |1.00 | | | |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.82 | Too sandy |0.82 | Too sandy |0.82

 | | | | | | |

 Grandmore-----| 40 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------| 70 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

 Grandmore-----| 25 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

IreA: | | | | | | |

 Irene---------| 97 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreB: | | | | | | |

 Irene---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreC: | | | | | | |

 Irene---------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

IreD: | | | | | | |

 Irene---------|100 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

JssF: | | | | | | |

 Jester--------|100 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |
288 Soil Survey

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

JstC: | | | | | | |

 Jester--------| 94 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | | Slope |0.12

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----| 60 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

 Hardeman------| 35 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------|100 |Very limited | |Not limited | |Somewhat limited |

 | | Flooding |1.00 | | | Flooding |0.60

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------| 51 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

 Jester--------| 49 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Flooding |1.00 | Too sandy |0.87 | Too sandy |0.87

 | | Too sandy |0.87 | | | Slope |0.12

 | | | | | | |

LikB: | | | | | | |

 Likes---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Too sandy |1.00 | Flooding |0.40 | Flooding |1.00

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------|100 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------| 70 |Very limited | |Very limited | |Very limited |

 | | Depth to cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | | pan | | pan | | pan |

 | | | | | | Slope |1.00

 | | | | | | Gravel content |0.04

 | | | | | | |

 Rock outcrop--| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------| 83 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------| 83 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Too sandy |1.00 | | | Flooding |0.60

 | | | | | | |

M-W: | | | | | | |

 Water---------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |
Harper County, Oklahoma 289

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------| 45 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

 Likes---------| 22 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.91 | Too sandy |0.91 | Too sandy |0.91

 | | | | | | |

 Berda---------| 21 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------| 45 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

 Likes---------| 22 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

 Berda---------| 21 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------| 45 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Likes---------| 22 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Berda---------| 21 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

MsnB: | | | | | | |

 Manson--------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------| 43 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Mansic--------| 27 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Dusty |0.50

 | | | | | | |

 Berda---------| 23 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Dusty |0.50

 | | | | | | |
290 Soil Survey

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------| 33 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Mansic--------| 26 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

 Berda---------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Dusty |0.50 | Dusty |0.50 | Dusty |0.50

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

PIT: | | | | | | |

 Pits----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------| 90 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------| 67 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |0.50

 | | | | | | |

 Woodward------| 33 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | Depth to bedrock |0.46

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------| 48 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |1.00

 | | | | | | |

 Woodward------| 30 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | Depth to bedrock |0.84

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------| 72 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |
Harper County, Oklahoma 291

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWE: | | | | | | |

 Woodward------| 24 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | Depth to bedrock |0.97

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------| 50 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Rock outcrop--| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------| 17 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.84 | Slope |0.84 | Slope |1.00

 | | | | | | Depth to bedrock |0.97

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Rock outcrop--| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------| 17 |Very limited | |Somewhat limited | |Very limited |

 | | Flooding |1.00 | Flooding |0.40 | Flooding |1.00

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Woodward------| 38 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | Depth to bedrock |0.84

 | | | | | | |

 Deepwood------| 12 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------| 58 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |0.12

 | | | | | | |

 Woodward------| 23 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.12

 | | | | | | Depth to bedrock |0.01

 | | | | | | |

 Rock outcrop--| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | | | | | | |
292 Soil Survey

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

RssA: | | | | | | |

 Rosston-------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Too clayey |0.50 | Too clayey |0.50 | Too clayey |0.50

 | | Restricted |0.45 | Restricted |0.45 | Restricted |0.45

 | | permeability | | permeability | | permeability |

 | | | | | | |

SAL: | | | | | | |

 Salt flats----|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------| 96 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelB: | | | | | | |

 Selman--------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelC: | | | | | | |

 Selman--------| 87 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

SelC2: | | | | | | |

 Selman--------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

SelD: | | | | | | |

 Selman--------| 94 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

SelD2: | | | | | | |

 Selman--------| 81 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

SprA: | | | | | | |

 Spur----------| 87 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------|100 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Flooding |1.00 | Salinity |0.50 | Salinity |0.50

 | | Salinity |0.50 | | | |

 | | | | | | |

StpA: | | | | | | |

 St. Paul------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

StpB: | | | | | | |

 St. Paul------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

StpD: | | | | | | |

 St. Paul------| 96 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |
Harper County, Oklahoma 293

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------| 53 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Slope |0.88

 | | permeability | | permeability | | Depth to bedrock |0.46

 | | | | | | Restricted |0.45

 | | | | | | permeability |

 | | | | | | |

 Wellsford-----| 33 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Restricted |0.45 | Restricted |0.45 | Slope |1.00

 | | permeability | | permeability | | Restricted |0.45

 | | | | | | permeability |

 | | | | | | |

TexA: | | | | | | |

 Texroy--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

TipA: | | | | | | |

 Tipton--------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipC: | | | | | | |

 Tipton--------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

TipD: | | | | | | |

 Tipton--------| 87 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |0.12

 | | | | | | |

 Rock outcrop--| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------| 22 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |0.12

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------| 85 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | | Slope |0.12

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------| 88 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |
294 Soil Survey

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------| 97 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | | Slope |1.00 | Slope |1.00 | Too sandy |1.00

 | | | | | | |

VerB: | | | | | | |

 Vernon--------| 75 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Restricted |0.45

 | | permeability | | permeability | | permeability |

 | | | | | | |

VerC: | | | | | | |

 Vernon--------| 69 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Slope |0.50

 | | permeability | | permeability | | Restricted |0.45

 | | | | | | permeability |

 | | | | | | Depth to bedrock |0.10

 | | | | | | |

VerD: | | | | | | |

 Vernon--------| 80 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Restricted |0.45 | Restricted |0.45 | Slope |1.00

 | | permeability | | permeability | | Depth to bedrock |0.80

 | | | | | | Restricted |0.45

 | | | | | | permeability |

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------| 86 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Restricted |0.45

 | | permeability | | permeability | | permeability |

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------| 76 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Slope |0.50

 | | permeability | | permeability | | Restricted |0.45

 | | | | | | permeability |

 | | | | | | Depth to bedrock |0.03

 | | | | | | |

W: | | | | | | |

 Water---------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------| 80 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Restricted |0.45

 | | permeability | | permeability | | permeability |

 | | | | | | |

WodB: | | | | | | |

 Woods---------| 86 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Restricted |0.45

 | | permeability | | permeability | | permeability |

 | | | | | | |

WodC: | | | | | | |

 Woods---------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.45 | Restricted |0.45 | Slope |0.50

 | | permeability | | permeability | | Restricted |0.45

 | | | | | | permeability |

 | | | | | | |
Harper County, Oklahoma 295

Table 11a.--Recreation, Part I--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Camp areas | Picnic areas | Playgrounds

 and soil name |of |_________________________|_________________________|_________________________

 |map | Rating class and |Value| Rating class and |Value| Rating class and |Value

 |unit| limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WQHE: | | | | | | |

 Westola-------| 48 |Very limited | |Not limited | |Somewhat limited |

 | | Flooding |1.00 | | | Flooding |0.60

 | | | | | | |

 Quinlan-------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |1.00

 | | | | | | |

 Hardeman------| 22 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

WQnB: | | | | | | |

 Woodward------| 45 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Quinlan-------| 43 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

WQnC: | | | | | | |

 Woodward------| 56 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | Depth to bedrock |0.46

 | | | | | | |

 Quinlan-------| 22 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | Slope |0.50

 | | | | | | |

WslA: | | | | | | |

 Westola-------| 75 |Very limited | |Not limited | |Somewhat limited |

 | | Flooding |1.00 | | | Flooding |0.60

 | | | | | | |

WstA: | | | | | | |

 Westola-------| 88 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------|100 |Very limited | |Not limited | |Not limited |

 | | Flooding |1.00 | | | |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------| 94 |Very limited | |Not limited | |Somewhat limited |

 | | Flooding |1.00 | | | Flooding |0.60

 | | | | | | |

_______________|____|___________________|_____|___________________|_____|___________________|_____
296 Soil Survey

Table 11b.--Recreation, Part II

[The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00.

 The larger the value, the greater the limitation. See text for further explanation of

 ratings in this table]

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------|100 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------| 95 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------|100 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------| 95 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------|100 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AclA: | | | | | | |

 Abbie---------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflC: | | | | | | |

 Abbie---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaB: | | | | | | |

 Berda---------| 84 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------| 80 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------|100 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----| 37 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |1.00

 | | | | | | |

 Rock outcrop--| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------| 12 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.16

 | | | | | | |
Harper County, Oklahoma 297

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

DAM: | | | | | | |

 Dam-----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.90 | Too sandy |0.90 | Slope |0.16

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------| 82 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------| 79 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------| 89 |Very limited | |Very limited | |Somewhat limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Slope |0.16

 | | | | | | |

DvlB: | | | | | | |

 Devol---------| 83 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DvlD: | | | | | | |

 Devol---------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------| 86 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.42 | Too sandy |0.42 | Droughty |0.57

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------| 75 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.42 | Too sandy |0.42 | Droughty |0.52

 | | | | | | Slope |0.04

 | | | | | | |

FayB: | | | | | | |

 Farry---------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FayC: | | | | | | |

 Farry---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------| 70 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | Droughty |0.01

 | | | | | | |

 Farry---------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------| 77 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |
298 Soil Survey

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.06

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Depth to |0.78 | Depth to |0.78 | Depth to |0.90

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----| 48 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Devol---------| 32 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Grandmore-----| 20 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----| 86 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Salinity |1.00

 | | saturated zone | | saturated zone | | Depth to |1.00

 | | | | | | saturated zone |

 | | | | | | Flooding |0.60

 | | | | | | Droughty |0.48

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----| 91 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Salinity |1.00

 | | saturated zone | | saturated zone | | Depth to |1.00

 | | | | | | saturated zone |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Depth to |0.78 | Depth to |0.78 | Salinity |1.00

 | | saturated zone | | saturated zone | | Depth to |0.90

 | | | | | | saturated zone |

 | | | | | | |
Harper County, Oklahoma 299

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------| 60 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Too sandy |0.82 | Too sandy |0.82 | |

 | | | | | | |

 Grandmore-----| 40 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------| 70 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Grandmore-----| 25 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreA: | | | | | | |

 Irene---------| 97 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreB: | | | | | | |

 Irene---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreC: | | | | | | |

 Irene---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreD: | | | | | | |

 Irene---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

JssF: | | | | | | |

 Jester--------|100 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.99

 | | | | | | Too sandy |0.50

 | | | | | | Slope |0.04

 | | | | | | |

JstC: | | | | | | |

 Jester--------| 94 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.96

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----| 60 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Hardeman------| 35 |Not limited | |Not limited | |Not limited |

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Flooding |0.60

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------| 51 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.61

 | | | | | | |

 Jester--------| 49 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.97

 | | | | | | |
300 Soil Survey

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LikB: | | | | | | |

 Likes---------|100 |Not limited | |Not limited | |Very limited |

 | | | | | | Droughty |1.00

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------|100 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Flooding |1.00

 | | Flooding |0.40 | Flooding |0.40 | Droughty |0.95

 | | | | | | Too sandy |0.50

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Droughty |0.48

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------| 70 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to cemented|1.00

 | | | | | | pan |

 | | | | | | Droughty |1.00

 | | | | | | Carbonate content|1.00

 | | | | | | |

 Rock outcrop--| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------| 83 |Not limited | |Not limited | |Not limited |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------| 83 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.84

 | | | | | | Flooding |0.60

 | | | | | | Too sandy |0.50

 | | | | | | |

M-W: | | | | | | |

 Water---------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------| 45 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

 Likes---------| 22 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Too sandy |0.91 | Too sandy |0.91 | Droughty |1.00

 | | | | | | |

 Berda---------| 21 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------| 45 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Likes---------| 22 |Not limited | |Not limited | |Very limited |

 | | | | | | Droughty |1.00

 | | | | | | |

 Berda---------| 21 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------| 45 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |
Harper County, Oklahoma 301

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MLBE: | | | | | | |

 Likes---------| 22 |Not limited | |Not limited | |Very limited |

 | | | | | | Droughty |1.00

 | | | | | | Slope |0.04

 | | | | | | |

 Berda---------| 21 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnB: | | | | | | |

 Manson--------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------| 43 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.04

 | | | | | | |

 Mansic--------| 27 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |0.04

 | | | | | | |

 Berda---------| 23 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Dusty |0.50 | Dusty |0.50 | Slope |0.04

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------| 33 |Somewhat limited | |Not limited | |Very limited |

 | | Slope |0.92 | | | Slope |1.00

 | | | | | | |

 Mansic--------| 26 |Very limited | |Very limited | |Very limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | | Slope |0.92 | Dusty |0.50 | |

 | | Dusty |0.50 | | | |

 | | | | | | |

 Berda---------| 25 |Very limited | |Somewhat limited | |Very limited |

 | | Slope |1.00 | Slope |0.56 | Slope |1.00

 | | Dusty |0.50 | Dusty |0.50 | |

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PIT: | | | | | | |

 Pits----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |
302 Soil Survey

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------| 67 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |1.00

 | | | | | | |

 Woodward------| 33 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.46

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------| 48 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |0.84

 | | | | | | |

 Woodward------| 30 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.84

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------| 72 |Very limited | |Very limited | |Very limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |1.00

 | | | | | | Droughty |0.46

 | | | | | | Slope |0.04

 | | | | | | |

 Woodward------| 24 |Very limited | |Very limited | |Somewhat limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.97

 | | | | | | Slope |0.04

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------| 50 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Water erosion |1.00 | Depth to bedrock |1.00

 | | Water erosion |1.00 | | | Slope |1.00

 | | | | | | Droughty |0.93

 | | | | | | |

 Rock outcrop--| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------| 17 |Very limited | |Very limited | |Somewhat limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.97

 | | | | | | Slope |0.84

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------| 41 |Very limited | |Very limited | |Very limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |1.00

 | | Slope |0.92 | | | Slope |1.00

 | | | | | | Droughty |0.85

 | | | | | | |

 Rock outcrop--| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------| 17 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Flooding |0.40 | Flooding |0.40 | Flooding |1.00

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------| 41 |Very limited | |Very limited | |Very limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |1.00

 | | | | | | Droughty |0.84

 | | | | | | Slope |0.04

 | | | | | | |
Harper County, Oklahoma 303

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QWDE: | | | | | | |

 Woodward------| 38 |Very limited | |Very limited | |Somewhat limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.84

 | | | | | | Slope |0.04

 | | | | | | |

 Deepwood------| 12 |Very limited | |Very limited | |Somewhat limited |

 | | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------| 58 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |0.96

 | | | | | | |

 Woodward------| 23 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.01

 | | | | | | |

 Rock outcrop--| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----| 30 |Somewhat limited | |Not limited | |Very limited |

 | | Slope |0.02 | | | Depth to bedrock |1.00

 | | | | | | Droughty |1.00

 | | | | | | Slope |1.00

 | | | | | | |

RssA: | | | | | | |

 Rosston-------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Too clayey |1.00

 | | saturated zone | | saturated zone | | Depth to |1.00

 | | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | Too clayey |0.50 | Too clayey |0.50 | Ponding |1.00

 | | | | | | |

SAL: | | | | | | |

 Salt flats----|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------| 96 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelB: | | | | | | |

 Selman--------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelC: | | | | | | |

 Selman--------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelC2: | | | | | | |

 Selman--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelD: | | | | | | |

 Selman--------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelD2: | | | | | | |

 Selman--------| 81 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SprA: | | | | | | |

 Spur----------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Salinity |0.50

 | | | | | | |
304 Soil Survey

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

StpA: | | | | | | |

 St. Paul------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

StpB: | | | | | | |

 St. Paul------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

StpD: | | | | | | |

 St. Paul------| 96 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------| 53 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.46

 | | | | | | |

 Wellsford-----| 33 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |1.00

 | | | | | | |

TexA: | | | | | | |

 Texroy--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipA: | | | | | | |

 Tipton--------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipC: | | | | | | |

 Tipton--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipD: | | | | | | |

 Tipton--------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------| 53 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |1.00

 | | | | | | |

 Rock outcrop--| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------| 22 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |0.85

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------| 85 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.96

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------| 88 |Very limited | |Very limited | |Somewhat limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.86

 | | | | | | Slope |0.04

 | | | | | | |
Harper County, Oklahoma 305

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------| 97 |Very limited | |Very limited | |Very limited |

 | | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | | Slope |1.00 | Slope |0.14 | Droughty |0.95

 | | | | | | |

VerB: | | | | | | |

 Vernon--------| 75 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.16

 | | | | | | |

VerC: | | | | | | |

 Vernon--------| 69 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.10

 | | | | | | |

VerD: | | | | | | |

 Vernon--------| 80 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.80

 | | | | | | Droughty |0.12

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------| 86 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.01

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------| 76 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.03

 | | | | | | |

W: | | | | | | |

 Water---------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------| 80 |Not limited | |Not limited | |Not limited |

 | | | | | | |

WodB: | | | | | | |

 Woods---------| 86 |Not limited | |Not limited | |Not limited |

 | | | | | | |

WodC: | | | | | | |

 Woods---------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

WQHE: | | | | | | |

 Westola-------| 48 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Flooding |0.60

 | | | | | | |

 Quinlan-------| 30 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |0.78

 | | | | | | |

 Hardeman------| 22 |Not limited | |Not limited | |Not limited |

 | | | | | | |

WQnB: | | | | | | |

 Woodward------| 45 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.84

 | | | | | | |

 Quinlan-------| 43 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |0.46

 | | | | | | |
306 Soil Survey

Table 11b.--Recreation, Part II--Continued

__________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Paths and trails | Off-road | Golf fairways

 and soil name | of | | motorcycle trails |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_______________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WQnC: | | | | | | |

 Woodward------| 56 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Depth to bedrock |0.46

 | | | | | | |

 Quinlan-------| 22 |Not limited | |Not limited | |Very limited |

 | | | | | | Depth to bedrock |1.00

 | | | | | | Droughty |0.93

 | | | | | | |

WslA: | | | | | | |

 Westola-------| 75 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Flooding |0.60

 | | | | | | |

WstA: | | | | | | |

 Westola-------| 88 |Not limited | |Not limited | |Not limited |

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------| 94 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Flooding |0.60

 | | | | | | |

_______________|____|___________________|_____|___________________|_____|___________________|_____
Harper County, Oklahoma 307

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 sanitary facilities, waste

management, building site development, construction materials, and water

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 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 grain-size 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, shrink-swell

potential, available water capacity, and other behavioral characteristics affecting

engineering uses.

This information can be used to evaluate the potential of areas for residential,

commercial, industrial, and recreational uses; make preliminary estimates of

construction conditions; evaluate alternative routes for roads, streets, highways,

pipelines, and underground cables; evaluate alternative sites for sanitary landfills,

septic tank absorption fields, and sewage lagoons; plan detailed onsite investigations

of soils and geology; locate potential sources of gravel, sand, earthfill, and topsoil;

plan drainage systems, irrigation systems, ponds, terraces, and other structures for

soil and water conservation; and predict performance of proposed small structures

and pavements by comparing the performance of existing similar structures on the

same or similar soils.

The information in the tables, along with the soil maps, the soil descriptions, and

other data provided in this survey, can be used to make additional interpretations.

Some of the terms used in this soil survey have a special meaning in soil science

and are defined in the Glossary.

Sanitary Facilities

Tables 12a and 12b show the degree and kind of soil limitations that affect septic

tank absorption fields, sewage lagoons, sanitary landfills, and daily cover for landfill.

The ratings are both verbal and numerical. Rating class terms indicate the extent to

which the soils are limited by all of the soil features that affect these uses. Not limited

indicates that the soil has features that are very favorable for the specified use. Good

performance and very low maintenance can be expected. Somewhat limited indicates
308 Soil Survey

that the soil has features that are moderately favorable for the specified use. The

limitations can be overcome or minimized by special planning, design, or installation.

Fair performance and moderate maintenance can be expected. Very limited indicates

that the soil has one or more features that are unfavorable for the specified use. The

limitations generally cannot be overcome without major soil reclamation, special

design, or expensive installation procedures. Poor performance and high

maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Septic tank absorption fields are areas in which effluent from a septic tank is

distributed into the soil through subsurface tiles or perforated pipe. Only that part of

the soil between depths of 24 and 60 inches is evaluated. The ratings are based on

the soil properties that affect absorption of the effluent, construction and maintenance

of the system, and public health. Permeability, depth to a water table, ponding, depth

to bedrock or a cemented pan, and flooding affect absorption of the effluent. Stones

and boulders, ice, and bedrock or a cemented pan interfere with installation.

Subsidence interferes with installation and maintenance. Excessive slope may cause

lateral seepage and surfacing of the effluent in downslope areas.

Some soils are underlain by loose sand and gravel or fractured bedrock at a depth

of less than 4 feet below the distribution lines. In these soils the absorption field may

not adequately filter the effluent, particularly when the system is new. As a result, the

ground water may become contaminated.

Sewage lagoons are shallow ponds constructed to hold sewage while aerobic

bacteria decompose the solid and liquid wastes. Lagoons should have a nearly level

floor surrounded by cut slopes or embankments of compacted soil. Nearly impervious

soil material for the lagoon floor and sides is required to minimize seepage and

contamination of ground water. Considered in the ratings are slope, permeability,

depth to a water table, ponding, depth to bedrock or a cemented pan, flooding, large

stones, and content of organic matter.

Soil permeability is a critical property affecting the suitability for sewage lagoons.

Most porous soils eventually become sealed when they are used as sites for sewage

lagoons. Until sealing occurs, however, the hazard of pollution is severe. Soils that

have a permeability rate of more than 2 inches per hour are too porous for the proper

functioning of sewage lagoons. In these soils, seepage of the effluent can result in

contamination of the ground water. Ground-water contamination is also a hazard if

fractured bedrock is within a depth of 40 inches, if the water table is high enough to

raise the level of sewage in the lagoon, or if floodwater overtops the lagoon.

A high content of organic matter is detrimental to proper functioning of the lagoon

because it inhibits aerobic activity. Slope, bedrock, and cemented pans can cause

construction problems, and large stones can hinder compaction of the lagoon floor. If

the lagoon is to be uniformly deep throughout, the slope must be gentle enough and

the soil material must be thick enough over bedrock or a cemented pan to make land

smoothing practical.

A trench sanitary landfill is an area where solid waste is placed in successive

layers in an excavated trench. The waste is spread, compacted, and covered daily

with a thin layer of soil excavated at the site. When the trench is full, a final cover of

soil material at least 2 feet thick is placed over the landfill. The ratings in the table are

based on the soil properties that affect the risk of pollution, the ease of excavation,

trafficability, and revegetation. These properties include permeability, depth to

bedrock or a cemented pan, depth to a water table, ponding, slope, flooding, texture,

stones and boulders, highly organic layers, soil reaction, and content of salts and
Harper County, Oklahoma 309

sodium. Unless otherwise stated, the ratings apply only to that part of the soil within a

depth of about 6 feet. For deeper trenches, onsite investigation may be needed.

Hard, nonrippable bedrock, creviced bedrock, or highly permeable strata in or

directly below the proposed trench bottom can affect the ease of excavation and the

hazard of ground-water pollution. Slope affects construction of the trenches and the

movement of surface water around the landfill. It also affects the construction and

performance of roads in areas of the landfill.

Soil texture and consistence affect the ease with which the trench is dug and the

ease with which the soil can be used as daily or final cover. They determine the

workability of the soil when dry and when wet. Soils that are plastic and sticky when

wet are difficult to excavate, grade, or compact and are difficult to place as a

uniformly thick cover over a layer of refuse.

The soil material used as the final cover for a trench landfill should be suitable for

plants. It should not have excess sodium or salts and should not be too acid. The

surface layer generally has the best workability, the highest content of organic matter,

and the best potential for plants. Material from the surface layer should be stockpiled

for use as the final cover.

In an area sanitary landfill, solid waste is placed in successive layers on the

surface of the soil. The waste is spread, compacted, and covered daily with a thin

layer of soil from a source away from the site. A final cover of soil material at least 2

feet thick is placed over the completed landfill. The ratings in the table are based on

the soil properties that affect trafficability and the risk of pollution. These properties

include flooding, permeability, depth to a water table, ponding, slope, and depth to

bedrock or a cemented pan.

Flooding is a serious problem because it can result in pollution in areas

downstream from the landfill. If permeability is too rapid or if fractured bedrock, a

fractured cemented pan, or the water table is close to the surface, the leachate can

contaminate the water supply. Slope is a consideration because of the extra grading

required to maintain roads in the steeper areas of the landfill. Also, leachate may flow

along the surface of the soils in the steeper areas and cause difficult seepage

problems.

Daily cover for landfill is the soil material that is used to cover compacted solid

waste in an area sanitary landfill. The soil material is obtained offsite, transported to

the landfill, and spread over the waste. The ratings in the table also apply to the final

cover for a landfill. They are based on the soil properties that affect workability, the

ease of digging, and the ease of moving and spreading the material over the refuse

daily during wet and dry periods. These properties include soil texture, depth to a

water table, ponding, rock fragments, slope, depth to bedrock or a cemented pan,

reaction, and content of salts, sodium, or lime.

Loamy or silty soils that are free of large stones and excess gravel are the best

cover for a landfill. Clayey soils may be sticky and difficult to spread; sandy soils are

subject to 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.
310 Soil Survey

Table 12a.--Sanitary Facilities, Part I

[The information in this table indicates the dominant soil condition but does

 not eliminate the need for onsite investigation. The numbers in the

 value columns range from 0.01 to 1.00. The larger the value, the greater

 the limitation. See text for further explanation of ratings in this

 table]

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

AbbA: | | | | |

 Abbie---------------|100 |Very limited | |Very limited |

 | | Restricted |1.00 | Seepage |1.00

 | | permeability | | |

 | | | | |

AbbB: | | | | |

 Abbie---------------| 95 |Very limited | |Very limited |

 | | Restricted |1.00 | Seepage |1.00

 | | permeability | | |

 | | | | |

AbbB2: | | | | |

 Abbie---------------|100 |Very limited | |Very limited |

 | | Restricted |1.00 | Seepage |1.00

 | | permeability | | |

 | | | | |

AbbC: | | | | |

 Abbie---------------| 95 |Very limited | |Very limited |

 | | Restricted |1.00 | Seepage |1.00

 | | permeability | | Slope |0.32

 | | | | |

AbbC2: | | | | |

 Abbie---------------|100 |Very limited | |Very limited |

 | | Restricted |1.00 | Seepage |1.00

 | | permeability | | Slope |0.32

 | | | | |

AbsB: | | | | |

 Abilene-------------| 85 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | |

 | | | | |

AclA: | | | | |

 Abbie---------------| 87 |Very limited | |Not limited |

 | | Restricted |1.00 | |

 | | permeability | | |

 | | | | |

AflB: | | | | |

 Abbie---------------|100 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | |

AflC: | | | | |

 Abbie---------------|100 |Very limited | |Very limited |

 | | Restricted |1.00 | Seepage |1.00

 | | permeability | | Slope |0.32

 | | | | |

BdaB: | | | | |

 Berda---------------| 84 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

BdaC: | | | | |

 Berda---------------| 80 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |
Harper County, Oklahoma 311

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

BdaD: | | | | |

 Berda---------------|100 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | | | |

CRVE: | | | | |

 Cottonwood----------| 37 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Slope |1.00

 | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated |

 | | | | |

 Vinson--------------| 12 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Seepage |0.53

 | | | | Slope |0.32

 | | | | |

DAM: | | | | |

 Dam-----------------|100 |Not rated | |Not rated |

 | | | | |

DevE: | | | | |

 Devol---------------|100 |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |1.00

 | | | | Seepage |1.00

 | | | | |

DpwB: | | | | |

 Deepwood------------| 82 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

DpwC: | | | | |

 Deepwood------------| 79 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

DpwD: | | | | |

 Deepwood------------| 90 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | | | |

DpwE: | | | | |

 Deepwood------------| 89 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | Slope |0.16 | |

 | | | | |

DvlB: | | | | |

 Devol---------------| 83 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | |

DvlC: | | | | |

 Devol---------------| 93 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |0.32

 | | | | |
312 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

DvlD: | | | | |

 Devol---------------| 90 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

EdlC: | | | | |

 Eda-----------------| 86 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |0.08

 | | | | |

EdlE: | | | | |

 Eda-----------------| 75 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | Slope |0.04 | |

 | | | | |

FayB: | | | | |

 Farry---------------| 93 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | |

 | | Restricted |0.46 | |

 | | permeability | | |

 | | | | |

FayC: | | | | |

 Farry---------------|100 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |0.32

 | | | | |

FoFE: | | | | |

 Fortyone------------| 70 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | Slope |0.04 | |

 | | | | |

 Farry---------------| 30 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | Slope |0.04 | |

 | | | | |

FrkA: | | | | |

 Frankirk------------| 77 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | |

 | | | | |

FrkB: | | | | |

 Frankirk------------| 85 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

FtnB: | | | | |

 Fortyone------------| 90 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | |

 | | | | |

FtnC: | | | | |

 Fortyone------------|100 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |0.32

 | | | | |
Harper County, Oklahoma 313

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

FtnD: | | | | |

 Fortyone------------| 90 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | | | |

GcsA: | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited |

 | | Depth to |1.00 | Seepage |1.00

 | | saturated zone | | Depth to |1.00

 | | Filtering |1.00 | saturated zone |

 | | capacity | | Flooding |0.40

 | | Restricted |0.46 | |

 | | permeability | | |

 | | Flooding |0.40 | |

 | | | | |

GdfB: | | | | |

 Grandfield----------| 94 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

GdfC: | | | | |

 Grandfield----------| 92 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

 | | | | |

GDGE: | | | | |

 Grandfield----------| 48 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Seepage |1.00

 | | permeability | | Slope |0.92

 | | | | |

 Devol---------------| 32 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

 Grandmore-----------| 20 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | |

 | | | | |

GdmB: | | | | |

 Grandmore-----------| 86 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

GfsA: | | | | |

 Gracemore-----------|100 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | Depth to |1.00 | Seepage |1.00

 | | saturated zone | | Depth to |1.00

 | | Filtering |1.00 | saturated zone |

 | | capacity | | |

 | | | | |

GmrA: | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone |

 | | Flooding |0.40 | Seepage |1.00

 | | | | Flooding |0.40

 | | | | |
314 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

GmsA: | | | | |

 Gracemont-----------|100 |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone |

 | | Flooding |0.40 | Seepage |1.00

 | | | | Flooding |0.40

 | | | | |

GrmA: | | | | |

 Gracemore-----------| 95 |Very limited | |Very limited |

 | | Depth to |1.00 | Seepage |1.00

 | | saturated zone | | Depth to |1.00

 | | Filtering |1.00 | saturated zone |

 | | capacity | | Flooding |0.40

 | | Restricted |0.46 | |

 | | permeability | | |

 | | Flooding |0.40 | |

 | | | | |

HdGB: | | | | |

 Hardeman------------| 60 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | |

 Grandmore-----------| 40 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | |

 | | | | |

HdGC: | | | | |

 Hardeman------------| 70 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |0.32

 | | | | |

 Grandmore-----------| 25 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

HdmB: | | | | |

 Hardeman------------| 85 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | |

HdmC: | | | | |

 Hardeman------------| 90 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |0.32

 | | | | |

IreA: | | | | |

 Irene---------------| 97 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | |

 | | | | |

IreB: | | | | |

 Irene---------------|100 |Very limited | |Not limited |

 | | Restricted |1.00 | |

 | | permeability | | |

 | | | | |

IreC: | | | | |

 Irene---------------|100 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Slope |0.32

 | | permeability | | |

 | | | | |
Harper County, Oklahoma 315

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

IreD: | | | | |

 Irene---------------|100 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Slope |0.98

 | | permeability | | Seepage |0.53

 | | | | |

JssF: | | | | |

 Jester--------------|100 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | Slope |0.04 | |

 | | | | |

JstC: | | | | |

 Jester--------------| 94 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |0.08

 | | | | |

KidB: | | | | |

 Kingsdown-----------|100 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | |

KiHE: | | | | |

 Kingsdown-----------| 60 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |0.92

 | | | | |

 Hardeman------------| 35 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

LgtA: | | | | |

 Lugert--------------|100 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

LiJC: | | | | |

 Lincoln-------------| 51 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Flooding |0.40

 | | Flooding |0.40 | |

 | | | | |

 Jester--------------| 49 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Flooding |0.40

 | | Flooding |0.40 | Slope |0.08

 | | | | |

LikB: | | | | |

 Likes---------------|100 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | |

 | | | | |

LisA: | | | | |

 Lincoln-------------|100 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | |

 | | | | |
316 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

LncA: | | | | |

 Lincoln-------------|100 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Flooding |0.40

 | | Flooding |0.40 | |

 | | | | |

LRoE: | | | | |

 Laverne-------------| 70 |Very limited | |Very limited |

 | | Depth to cemented|1.00 | Depth to cemented|1.00

 | | pan | | pan |

 | | | | Slope |1.00

 | | | | Seepage |0.53

 | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated |

 | | | | |

LshA: | | | | |

 Lesho---------------| 83 |Very limited | |Very limited |

 | | Depth to |1.00 | Seepage |1.00

 | | saturated zone | | Depth to |1.00

 | | Filtering |1.00 | saturated zone |

 | | capacity | | Flooding |0.40

 | | Restricted |1.00 | |

 | | permeability | | |

 | | Flooding |0.40 | |

 | | | | |

LsoA: | | | | |

 Lincoln-------------| 83 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | |

 | | | | |

M-W: | | | | |

 Water---------------|100 |Not rated | |Not rated |

 | | | | |

MLBB: | | | | |

 Mobeetie------------| 45 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | |

 Likes---------------| 22 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | |

 | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

MLBC: | | | | |

 Mobeetie------------| 45 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |0.32

 | | | | |

 Likes---------------| 22 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |0.32

 | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |
Harper County, Oklahoma 317

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

MLBE: | | | | |

 Mobeetie------------| 45 |Somewhat limited | |Very limited |

 | | Slope |0.04 | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

 Likes---------------| 22 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | Slope |0.04 | |

 | | | | |

 Berda---------------| 21 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | Slope |0.04 | |

 | | | | |

MnsB: | | | | |

 Mansic--------------| 94 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

MnsC: | | | | |

 Mansic--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

MsnB: | | | | |

 Manson--------------| 95 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

MsnC: | | | | |

 Manson--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

MsnC2: | | | | |

 Manson--------------| 95 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

OMBE: | | | | |

 Oklark--------------| 43 |Somewhat limited | |Very limited |

 | | Slope |0.04 | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

 Mansic--------------| 27 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |1.00

 | | Slope |0.04 | |

 | | | | |

 Berda---------------| 23 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | Slope |0.04 | |

 | | | | |

OMBG: | | | | |

 Oklark--------------| 33 |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00

 | | | | Seepage |1.00

 | | | | |
318 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

OMBG: | | | | |

 Mansic--------------| 26 |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00

 | | Restricted |0.46 | Seepage |1.00

 | | permeability | | |

 | | | | |

 Berda---------------| 25 |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

PdoA: | | | | |

 Paloduro------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

PdoB: | | | | |

 Paloduro------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

PdoC2: | | | | |

 Paloduro------------| 90 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

PIT: | | | | |

 Pits----------------|100 |Not rated | |Not rated |

 | | | | |

PlmB: | | | | |

 Plemons-------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

PlmC: | | | | |

 Plemons-------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

PlmD: | | | | |

 Plemons-------------| 90 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | | | |

QnWC3: | | | | |

 Quinlan-------------| 67 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Slope |0.32

 | | | | |

 Woodward------------| 33 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Seepage |0.53

 | | | | Slope |0.32

 | | | | |
Harper County, Oklahoma 319

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

QnWD: | | | | |

 Quinlan-------------| 48 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |1.00

 | | | | |

 Woodward------------| 30 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Slope |1.00

 | | | | Seepage |0.53

 | | | | |

QnWE: | | | | |

 Quinlan-------------| 72 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |0.04 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |1.00

 | | | | |

 Woodward------------| 24 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |0.04 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |0.53

 | | | | |

QRWG: | | | | |

 Quinlan-------------| 50 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |1.00 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |1.00

 | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated |

 | | | | |

 Woodward------------| 17 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |0.84 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |0.53

 | | | | |

QRYG: | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |1.00 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |1.00

 | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated |

 | | | | |

 Yomont--------------| 17 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | | | Seepage |1.00

 | | | | |

QWDE: | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |0.04 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |1.00

 | | | | |
320 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

QWDE: | | | | |

 Woodward------------| 38 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Slope |1.00

 | | Slope |0.04 | Seepage |0.53

 | | | | |

 Deepwood------------| 12 |Somewhat limited | |Very limited |

 | | Restricted |0.46 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | Slope |0.04 | |

 | | | | |

QWRC: | | | | |

 Quinlan-------------| 58 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Seepage |1.00

 | | | | Slope |0.08

 | | | | |

 Woodward------------| 23 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Seepage |0.53

 | | | | Slope |0.08

 | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated |

 | | | | |

RoCH: | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated |

 | | | | |

 Cottonwood----------| 30 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Slope |1.00 | bedrock |

 | | | | Slope |1.00

 | | | | Seepage |1.00

 | | | | |

RssA: | | | | |

 Rosston-------------|100 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to |1.00

 | | permeability | | saturated zone |

 | | Depth to |1.00 | Ponding |1.00

 | | saturated zone | | |

 | | Ponding |1.00 | |

 | | | | |

SAL: | | | | |

 Salt flats----------|100 |Not rated | |Not rated |

 | | | | |

SelA: | | | | |

 Selman--------------| 96 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | |

 | | | | |

SelB: | | | | |

 Selman--------------| 92 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | |

 | | | | |
Harper County, Oklahoma 321

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

SelC: | | | | |

 Selman--------------| 87 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

SelC2: | | | | |

 Selman--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

SelD: | | | | |

 Selman--------------| 94 |Somewhat limited | |Very limited |

 | | Restricted |0.72 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | | | |

SelD2: | | | | |

 Selman--------------| 81 |Somewhat limited | |Very limited |

 | | Restricted |0.72 | Slope |1.00

 | | permeability | | Seepage |0.53

 | | | | |

SprA: | | | | |

 Spur----------------| 87 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Flooding |0.40

 | | Flooding |0.40 | |

 | | | | |

SpsA: | | | | |

 Spur----------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Flooding |0.40

 | | Flooding |0.40 | |

 | | | | |

StpA: | | | | |

 St. Paul------------| 92 |Very limited | |Not limited |

 | | Restricted |1.00 | |

 | | permeability | | |

 | | | | |

StpB: | | | | |

 St. Paul------------| 93 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.28

 | | permeability | | |

 | | | | |

StpC: | | | | |

 St. Paul------------| 95 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

StpD: | | | | |

 St. Paul------------| 96 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Slope |0.92

 | | permeability | | |

 | | | | |

TeWE: | | | | |

 Teagard-------------| 53 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to soft |1.00

 | | permeability | | bedrock |

 | | Depth to bedrock |1.00 | Slope |0.68

 | | | | |
322 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

TeWE: | | | | |

 Wellsford-----------| 33 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Slope |1.00

 | | | | |

TexA: | | | | |

 Texroy--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | |

 | | | | |

TexB: | | | | |

 Texroy--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | |

 | | | | |

TexC: | | | | |

 Texroy--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.72 | Seepage |0.53

 | | permeability | | |

 | | | | Slope |0.32

 | | | | |

TipA: | | | | |

 Tipton--------------| 95 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

TipB: | | | | |

 Tipton--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | |

 | | | | |

TipC: | | | | |

 Tipton--------------|100 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Seepage |0.53

 | | permeability | | Slope |0.32

 | | | | |

TipD: | | | | |

 Tipton--------------| 87 |Somewhat limited | |Somewhat limited |

 | | Restricted |0.46 | Slope |0.92

 | | permeability | | Seepage |0.53

 | | | | |

TRQC: | | | | |

 Talpa---------------| 53 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to hard |1.00

 | | | | bedrock |

 | | | | Seepage |0.21

 | | | | Slope |0.08

 | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated |

 | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Seepage |1.00

 | | | | Slope |0.08

 | | | | |
Harper County, Oklahoma 323

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

TvlC: | | | | |

 Tivoli--------------| 85 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |0.08

TvlE: | | | | |

 Tivoli--------------| 88 |Very limited | |Very limited |

 | | Filtering |1.00 | Seepage |1.00

 | | capacity | | Slope |1.00

 | | Slope |0.04 | |

 | | | | |

TvlG: | | | | |

 Tivoli--------------| 97 |Very limited | |Very limited |

 | | Filtering |1.00 | Slope |1.00

 | | capacity | | Seepage |1.00

 | | Slope |1.00 | |

 | | | | |

VerB: | | | | |

 Vernon--------------| 75 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to soft |1.00

 | | permeability | | bedrock |

 | | Depth to bedrock |1.00 | |

 | | | | |

VerC: | | | | |

 Vernon--------------| 69 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to soft |1.00

 | | permeability | | bedrock |

 | | Depth to bedrock |1.00 | Slope |0.32

 | | | | |

VerD: | | | | |

 Vernon--------------| 80 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to soft |1.00

 | | permeability | | bedrock |

 | | Depth to bedrock |1.00 | Slope |1.00

 | | | | |

VrrB: | | | | |

 Vernon--------------| 86 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to soft |1.00

 | | permeability | | bedrock |

 | | Depth to bedrock |1.00 | |

 | | | | |

VrrC: | | | | |

 Vernon--------------| 76 |Very limited | |Very limited |

 | | Restricted |1.00 | Depth to soft |1.00

 | | permeability | | bedrock |

 | | Depth to bedrock |1.00 | Slope |0.32

 | | | | |

W: | | | | |

 Water---------------|100 |Not rated | |Not rated |

 | | | | |

WodA: | | | | |

 Woods---------------| 80 |Very limited | |Not limited |

 | | Restricted |1.00 | |

 | | permeability | | |

 | | | | |

WodB: | | | | |

 Woods---------------| 86 |Very limited | |Not limited |

 | | Restricted |1.00 | |

 | | permeability | | |

 | | | | |
324 Soil Survey

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

WodC: | | | | |

 Woods---------------|100 |Very limited | |Somewhat limited |

 | | Restricted |1.00 | Slope |0.32

 | | permeability | | |

 | | | | |

WQHE: | | | | |

 Westola-------------| 48 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | | | Seepage |1.00

 | | | | |

 Quinlan-------------| 30 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

 Hardeman------------| 22 |Not limited | |Very limited |

 | | | | Seepage |1.00

 | | | | Slope |1.00

 | | | | |

WQnB: | | | | |

 Woodward------------| 45 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Seepage |0.53

 | | | | |

 Quinlan-------------| 43 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Seepage |1.00

 | | | | |

WQnC: | | | | |

 Woodward------------| 56 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | Restricted |0.46 | bedrock |

 | | permeability | | Seepage |0.53

 | | | | Slope |0.32

 | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | | bedrock |

 | | | | Seepage |1.00

 | | | | Slope |0.32

 | | | | |

WslA: | | | | |

 Westola-------------| 75 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | | | Seepage |1.00

 | | | | |

WstA: | | | | |

 Westola-------------| 88 |Somewhat limited | |Very limited |

 | | Flooding |0.40 | Seepage |1.00

 | | | | Flooding |0.40

 | | | | |

YmrA: | | | | |

 Yomont--------------|100 |Somewhat limited | |Very limited |

 | | Flooding |0.40 | Seepage |1.00

 | | | | Flooding |0.40

 | | | | |
Harper County, Oklahoma 325

Table 12a.--Sanitary Facilities, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Septic tank | Sewage lagoons

 and soil name | of | absorption fields |

 |map |_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____

 | | | | |

YmtA: | | | | |

 Yomont--------------| 94 |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00

 | | | | Seepage |1.00

 | | | | |

_____________________|____|___________________|_____|___________________|_____
326 Soil Survey

Table 12b.--Sanitary Facilities, Part II

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Seepage |0.22

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Seepage |0.22

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Seepage |0.22

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Seepage |0.22

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Very limited | |Not limited | |Very limited |

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Seepage |0.22

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Seepage |0.22

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |
Harper County, Oklahoma 327

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too Sandy |1.00 | Slope |0.16 | Too Sandy |0.50

 | | Slope |0.16 | | | Slope |0.16

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.16 | Slope |0.16 | Slope |0.16

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | Slope |0.04 | Seepage |1.00

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.51

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | Slope |0.04 | Seepage |1.00

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | Gravel content |0.02

 | | | | | | |
328 Soil Survey

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FoFE: | | | | | | |

 Farry---------------| 30 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | Slope |0.04 | Too Sandy |0.50

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | Gravel content |0.03

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Flooding |0.40 | Flooding |0.40 | |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Very limited | |Not limited | |Not limited |

 | | Seepage |1.00 | | | |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Very limited | |Not limited | |Somewhat limited |

 | | Seepage |1.00 | | | Seepage |0.52

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

 Devol---------------| 32 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

 Grandmore-----------| 20 |Not limited | |Not limited | |Very limited |

 | | | | | | Hard to compact |1.00

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Not limited | |Not limited | |Not limited |

 | | | | | | |
Harper County, Oklahoma 329

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | | saturated zone | | saturated zone | | Too Sandy |1.00

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | | | |

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | Flooding |0.40 | Flooding |0.40 | |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Seepage |1.00 | Seepage |1.00 | Too clayey |0.50

 | | Too clayey |0.50 | Flooding |0.40 | Seepage |0.22

 | | Flooding |0.40 | | | |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Flooding |0.40 | Flooding |0.40 | Too clayey |0.50

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

 Grandmore-----------| 40 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

 Grandmore-----------| 25 |Not limited | |Not limited | |Very limited |

 | | | | | | Hard to compact |1.00

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |
330 Soil Survey

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too clayey |0.50

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | Slope |0.04 | Seepage |1.00

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

 Hardeman------------| 35 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Very limited | |Very limited | |Not limited |

 | | Flooding |1.00 | Flooding |1.00 | |

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | Flooding |0.40 | Too Sandy |0.50

 | | Flooding |0.40 | | | |

 | | | | | | |

 Jester--------------| 49 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | Flooding |0.40 | Too Sandy |0.50

 | | Flooding |0.40 | | | |

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Very limited | |Not limited | |Very limited |

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | Too Sandy |0.50

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Too Sandy |1.00

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | | | |

 | | | | | | |
Harper County, Oklahoma 331

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | Flooding |0.40 | Too Sandy |0.50

 | | Flooding |0.40 | | | |

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to thin |0.50 | Depth to cemented|1.00 | Depth to cemented|1.00

 | | cemented pan | | pan | | pan |

 | | | | | | Carbonate content|1.00

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Seepage |1.00

 | | saturated zone | | saturated zone | | Too Sandy |0.50

 | | Seepage |1.00 | Seepage |1.00 | Depth to |0.09

 | | Too Sandy |1.00 | Flooding |0.40 | saturated zone |

 | | Flooding |0.40 | | | |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Too Sandy |1.00

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | | | |

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Not limited | |Somewhat limited |

 | | Too Sandy |1.00 | | | Seepage |0.52

 | | | | | | Too Sandy |0.50

 | | | | | | |

 Likes---------------| 22 |Very limited | |Not limited | |Very limited |

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | Too Sandy |0.50

 | | | | | | |

 Berda---------------| 21 |Very limited | |Not limited | |Somewhat limited |

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Not limited | |Somewhat limited |

 | | Too Sandy |1.00 | | | Seepage |0.52

 | | | | | | Too Sandy |0.50

 | | | | | | |

 Likes---------------| 22 |Very limited | |Not limited | |Very limited |

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | Too Sandy |0.50

 | | | | | | |

 Berda---------------| 21 |Very limited | |Not limited | |Somewhat limited |

 | | Too Sandy |1.00 | | | Too Sandy |0.50

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Too Sandy |1.00 | Slope |0.04 | Seepage |0.52

 | | Slope |0.04 | | | Too Sandy |0.50

 | | | | | | Slope |0.04

 | | | | | | |
332 Soil Survey

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MLBE: | | | | | | |

 Likes---------------| 22 |Very limited | |Somewhat limited | |Very limited |

 | | Too Sandy |1.00 | Slope |0.04 | Seepage |1.00

 | | Slope |0.04 | | | Too Sandy |0.50

 | | | | | | Slope |0.04

 | | | | | | |

 Berda---------------| 21 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Too Sandy |1.00 | Slope |0.04 | Too Sandy |0.50

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Slope |0.04 | Seepage |0.52

 | | | | | | Slope |0.04

 | | | | | | |

 Mansic--------------| 27 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | | |

 Berda---------------| 23 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | Seepage |0.52

 | | | | | | |

 Mansic--------------| 26 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | Seepage |0.22

 | | | | | | |

 Berda---------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |
Harper County, Oklahoma 333

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

 Woodward------------| 33 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

 Woodward------------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | Slope |0.04 | Seepage |0.22

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

 Woodward------------| 24 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |0.84 | Slope |0.84 | Slope |0.84

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |
334 Soil Survey

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QRYG: | | | | | | |

 Yomont--------------| 17 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |1.00 | Seepage |0.52

 | | Seepage |1.00 | Seepage |1.00 | |

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | Slope |0.04 | Seepage |0.22

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

 Woodward------------| 38 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | | |

 Deepwood------------| 12 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

 Woodward------------| 23 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Too clayey |1.00 | Ponding |1.00 | Too clayey |1.00

 | | Ponding |1.00 | | | Hard to compact |1.00

 | | | | | | Ponding |1.00

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |
Harper County, Oklahoma 335

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too clayey |0.50

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Flooding |0.40 | Flooding |0.40 | |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Too clayey |0.50 | Flooding |0.40 | Too clayey |0.50

 | | Flooding |0.40 | | | |

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too clayey |0.50

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

 Wellsford-----------| 33 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |
336 Soil Survey

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Too Sandy |1.00

 | | Too Sandy |1.00 | | | Seepage |1.00

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | Slope |0.04 | Too Sandy |0.50

 | | Slope |0.04 | | | Slope |0.04

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | | Too Sandy |1.00 | Slope |1.00 | Slope |1.00

 | | Slope |1.00 | | | Too Sandy |0.50

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |
Harper County, Oklahoma 337

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |0.50 | | | Hard to compact |1.00

 | | | | | | Too clayey |0.50

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Very limited | |Not limited | |Very limited |

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Somewhat limited | |Not limited | |Very limited |

 | | Too clayey |0.50 | | | Hard to compact |1.00

 | | | | | | Too clayey |0.50

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Very limited | |Not limited | |Very limited |

 | | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | | Hard to compact |1.00

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |1.00 | Seepage |0.52

 | | Seepage |1.00 | Seepage |1.00 | |

 | | | | | | |

 Quinlan-------------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

 Hardeman------------| 22 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

 Quinlan-------------| 43 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Seepage |1.00 | | | Seepage |0.22

 | | | | | | |
338 Soil Survey

Table 12b.--Sanitary Facilities, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Trench sanitary | Area sanitary | Daily cover for

 and soil name | of | landfill | landfill | landfill

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |1.00 | Seepage |0.52

 | | Seepage |1.00 | Seepage |1.00 | |

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Too clayey |0.50 | Flooding |0.40 | |

 | | Flooding |0.40 | | | |

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Seepage |1.00 | Seepage |0.52

 | | Flooding |0.40 | Flooding |0.40 | |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |1.00 | Seepage |0.52

 | | Seepage |1.00 | Seepage |1.00 | |

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
Harper County, Oklahoma 339

Building Site Development

Soil properties influence the development of building sites, including the selection

of the site, the design of the structure, construction, performance after construction,

and maintenance. Tables 13a and 13b show the degree and kind of soil limitations

that affect dwellings with and without basements, small commercial buildings, local

roads and streets, shallow excavations, and lawns and landscaping.

The ratings in the tables are both verbal and numerical. Rating class terms indicate

the extent to which the soils are limited by all of the soil features that affect building

site development. Not limited indicates that the soil has features that are very

favorable for the specified use. Good performance and very low maintenance can be

expected. Somewhat limited indicates that the soil has features that are moderately

favorable for the specified use. The limitations can be overcome or minimized by

special planning, design, or installation. Fair performance and moderate maintenance

can be expected. Very limited indicates that the soil has one or more features that are

unfavorable for the specified use. The limitations generally cannot be overcome

without major soil reclamation, special design, or expensive installation procedures.

Poor performance and high maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Dwellings are single-family houses of three stories or less. For dwellings without

basements, the foundation is assumed to consist of spread footings of reinforced

concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost

penetration, whichever is deeper. For dwellings with basements, the foundation is

assumed to consist of spread footings of reinforced concrete built on undisturbed soil

at a depth of about 7 feet. The ratings for dwellings are based on the soil properties

that affect the capacity of the soil to support a load without movement and on the

properties that affect excavation and construction costs. The properties that affect the

load-supporting capacity include depth to a water table, ponding, flooding,

subsidence, linear extensibility (shrink-swell potential), and compressibility.

Compressibility is inferred from the Unified classification. The properties that affect

the ease and amount of excavation include depth to a water table, ponding, flooding,

slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan,

and the amount and size of rock fragments.

Small commercial buildings are structures that are less than three stories high and

do not have basements. The foundation is assumed to consist of spread footings of

reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of

maximum frost penetration, whichever is deeper. The ratings are based on the soil

properties that affect the capacity of the soil to support a load without movement and

on the properties that affect excavation and construction costs. The properties that

affect the load-supporting capacity include depth to a water table, ponding, flooding,

subsidence, linear extensibility (shrink-swell potential), and compressibility (which is

inferred from the Unified classification). The properties that affect the ease and

amount of excavation include flooding, depth to a water table, ponding, slope, depth

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

amount and size of rock fragments.

Local roads and streets have an all-weather surface and carry automobile and light

truck traffic all year. They have a subgrade of cut or fill soil material; a base of gravel,

crushed rock, or soil material stabilized by lime or cement; and a surface of flexible

material (asphalt), rigid material (concrete), or gravel with a binder. The ratings are

based on the soil properties that affect the ease of excavation and grading and the

traffic-supporting capacity. The properties that affect the ease of excavation and
340 Soil Survey

grading are depth to bedrock or a cemented pan, hardness of bedrock or a cemented

pan, depth to a water table, ponding, flooding, the amount of large stones, and slope.

The properties that affect the traffic-supporting capacity are soil strength (as inferred

from the AASHTO group index number), subsidence, linear extensibility (shrink-swell

potential), the potential for frost action, depth to a water table, and ponding.

Shallow excavations are trenches or holes dug to a maximum depth of 5 or 6 feet

for graves, utility lines, open ditches, or other purposes. The ratings are based on the

soil properties that influence the ease of digging and the resistance to sloughing.

Depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, the

amount of large stones, and dense layers influence the ease of digging, filling, and

compacting. Depth to the seasonal high water table, flooding, and ponding may

restrict the period when excavations can be made. Slope influences the ease of using

machinery. Soil texture, depth to the water table, and linear extensibility (shrink-swell

potential) influence the resistance to sloughing.

Lawns and landscaping require soils on which turf and ornamental trees and

shrubs can be established and maintained. Irrigation is not considered in the ratings.

The ratings are based on the soil properties that affect plant growth and trafficability

after vegetation is established. The properties that affect plant growth are reaction;

depth to a water table; ponding; depth to bedrock or a cemented pan; the available

water capacity in the upper 40 inches; the content of salts, sodium, or calcium

carbonate; and sulfidic materials. The properties that affect trafficability are flooding,

depth to a water table, ponding, slope, stoniness, and the amount of sand, clay, or

organic matter in the surface layer.
Harper County, Oklahoma 341

Table 13a.--Building Site Development, Part I

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.88

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | Slope |1.00

 | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | Depth to soft |0.15 | |

 | | | | bedrock | | |

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |
342 Soil Survey

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.88

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.88

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Not limited | |Not limited | |Not limited |

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Farry---------------| 30 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |
Harper County, Oklahoma 343

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.88

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

 Devol---------------| 32 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

 Grandmore-----------| 20 |Not limited | |Somewhat limited | |Not limited |

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Not limited | |Not limited | |Not limited |

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Grandmore-----------| 40 |Not limited | |Not limited | |Not limited |

 | | | | | | |
344 Soil Survey

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Grandmore-----------| 25 |Not limited | |Somewhat limited | |Not limited |

 | | | | Shrink-swell |0.50 | |

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Shrink-swell |0.50 | | | Slope |0.72

 | | | | | | Shrink-swell |0.50

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

 Hardeman------------| 35 |Not limited | |Not limited | |Very limited |

 | | | | | | Slope |1.00

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

 Jester--------------| 49 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |
Harper County, Oklahoma 345

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to thin |1.00 | Depth to thin |1.00 | Depth to thin |1.00

 | | cemented pan | | cemented pan | | cemented pan |

 | | | | | | Slope |1.00

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Shrink-swell |0.50 | Depth to |0.95 | Shrink-swell |0.50

 | | | | saturated zone | | |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Likes---------------| 22 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Berda---------------| 21 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Likes---------------| 22 |Not limited | |Not limited | |Not limited |

 | | | | | | |

 Berda---------------| 21 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Likes---------------| 22 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |
346 Soil Survey

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Mansic--------------| 27 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Shrink-swell |0.50 | Slope |0.04 | Slope |1.00

 | | Slope |0.04 | | | Shrink-swell |0.50

 | | | | | | |

 Berda---------------| 23 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | | Slope |0.04 | Slope |0.04 | Shrink-swell |0.50

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Mansic--------------| 26 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Berda---------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |0.88

 | | | | | | Shrink-swell |0.50

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | |
Harper County, Oklahoma 347

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWC3: | | | | | | |

 Woodward------------| 33 |Not limited | |Somewhat limited | |Not limited |

 | | | | Depth to soft |0.46 | |

 | | | | bedrock | | |

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | Slope |0.88

 | | | | | | |

 Woodward------------| 30 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to soft |0.84 | Slope |0.88

 | | | | bedrock | | |

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

 Woodward------------| 24 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Depth to soft |0.97 | Slope |1.00

 | | | | bedrock | | |

 | | | | Slope |0.04 | |

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.84 | Depth to soft |0.97 | Slope |1.00

 | | | | bedrock | | |

 | | | | Slope |0.84 | |

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------------| 17 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |
348 Soil Survey

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QWDE: | | | | | | |

 Woodward------------| 38 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Depth to soft |0.84 | Slope |1.00

 | | | | bedrock | | |

 | | | | Slope |0.04 | |

 | | | | | | |

 Deepwood------------| 12 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | |

 Woodward------------| 23 |Not limited | |Somewhat limited | |Not limited |

 | | | | Depth to soft |0.01 | |

 | | | | bedrock | | |

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Slope |1.00

 | | bedrock | | bedrock | | |

 | | Slope |1.00 | Slope |1.00 | Depth to soft |1.00

 | | | | | | bedrock |

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |0.88

 | | | | | | Shrink-swell |0.50

 | | | | | | |
Harper County, Oklahoma 349

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Somewhat limited | |Not limited | |Somewhat limited |

 | | Shrink-swell |0.50 | | | Slope |0.88

 | | | | | | Shrink-swell |0.50

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |0.50

 | | | | | | Shrink-swell |0.50

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | Depth to soft |0.46 | Slope |0.12

 | | | | bedrock | | |

 | | | | | | |

 Wellsford-----------| 33 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Shrink-swell |1.00 | Depth to soft |1.00

 | | bedrock | | Depth to soft |1.00 | bedrock |

 | | Shrink-swell |1.00 | bedrock | | Shrink-swell |1.00

 | | | | | | Slope |1.00

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |
350 Soil Survey

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.50

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to hard |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | Depth to soft |0.15 | |

 | | | | bedrock | | |

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | Depth to soft |0.10 | |

 | | | | bedrock | | |

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | Depth to soft |0.79 | Slope |0.88

 | | | | bedrock | | |

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | Depth to soft |0.01 | |

 | | | | bedrock | | |

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | Depth to soft |0.03 | |

 | | | | bedrock | | |

 | | | | | | |
Harper County, Oklahoma 351

Table 13a.--Building Site Development, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Dwellings without | Dwellings with | Small commercial

 and soil name | of | basements | basements | buildings

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

 Quinlan-------------| 30 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | Slope |0.88

 | | | | | | |

 Hardeman------------| 22 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Slope |0.88

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Not limited | |Somewhat limited | |Not limited |

 | | | | Depth to soft |0.84 | |

 | | | | bedrock | | |

 | | | | | | |

 Quinlan-------------| 43 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Not limited | |Somewhat limited | |Not limited |

 | | | | Depth to soft |0.46 | |

 | | | | bedrock | | |

 | | | | | | |

 Quinlan-------------| 22 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | | bedrock | | bedrock | | bedrock |

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
352 Soil Survey

Table 13b.--Building Site Development, Part II

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | Too clayey |0.01 | |

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
Harper County, Oklahoma 353

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

CRVE: | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Low strength |1.00 | Depth to dense |0.50 | Depth to bedrock |0.16

 | | Shrink-swell |0.50 | layer | | |

 | | | | Depth to soft |0.15 | |

 | | | | bedrock | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.16 | Cutbanks cave |1.00 | Slope |0.16

 | | | | Slope |0.16 | |

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.16 | Slope |0.16 | Slope |0.16

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.57

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.52

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
354 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | | Slope |0.04 | Droughty |0.01

 | | | | | | |

 Farry---------------| 30 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | | Slope |0.04 | |

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Low strength |0.78 | Cutbanks cave |0.10 | |

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.06

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited | |Somewhat limited |

 | | Low strength |1.00 | Depth to |1.00 | Depth to |0.90

 | | Depth to |0.90 | saturated zone | | saturated zone |

 | | saturated zone | | Cutbanks cave |1.00 | |

 | | Flooding |0.40 | | | |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Devol---------------| 32 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

 Grandmore-----------| 20 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
Harper County, Oklahoma 355

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Depth to |1.00 | Salinity |1.00

 | | Depth to |1.00 | saturated zone | | Depth to |1.00

 | | saturated zone | | Cutbanks cave |1.00 | saturated zone |

 | | | | Flooding |0.60 | Flooding |0.60

 | | | | | | Droughty |0.48

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Flooding |0.40 | Cutbanks cave |0.10 | |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Salinity |1.00

 | | saturated zone | | saturated zone | | Depth to |1.00

 | | Flooding |0.40 | Cutbanks cave |1.00 | saturated zone |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to |0.90 | Depth to |1.00 | Salinity |1.00

 | | saturated zone | | saturated zone | | Depth to |0.90

 | | Flooding |0.40 | Cutbanks cave |1.00 | saturated zone |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

 Grandmore-----------| 40 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Grandmore-----------| 25 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |
356 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Somewhat limited | |Very limited | |Very limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.99

 | | | | Slope |0.04 | Too sandy |0.50

 | | | | | | Slope |0.04

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.96

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Hardeman------------| 35 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |0.60 | Flooding |0.60

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.40 | Cutbanks cave |1.00 | Droughty |0.61

 | | | | | | |

 Jester--------------| 49 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.40 | Cutbanks cave |1.00 | Droughty |0.97

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Not limited | |Very limited | |Very limited |

 | | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |1.00

 | | | | Flooding |0.80 | Droughty |0.95

 | | | | | | Too sandy |0.50

 | | | | | | |
Harper County, Oklahoma 357

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.40 | Cutbanks cave |1.00 | Droughty |0.48

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to thin |1.00 | Depth to thin |1.00 | Depth to cemented|1.00

 | | cemented pan | | cemented pan | | pan |

 | | | | Cutbanks cave |0.10 | Droughty |1.00

 | | | | | | Carbonate content|1.00

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Very limited | |Very limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | |

 | | Shrink-swell |0.50 | Depth to |0.95 | |

 | | Flooding |0.40 | saturated zone | | |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Droughty |0.84

 | | | | Flooding |0.60 | Flooding |0.60

 | | | | | | Too sandy |0.50

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

 Likes---------------| 22 |Not limited | |Very limited | |Very limited |

 | | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | | |

 Berda---------------| 21 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

 Likes---------------| 22 |Not limited | |Very limited | |Very limited |

 | | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | | |

 Berda---------------| 21 |Not limited | |Very limited | |Not limited |

 | | | | Cutbanks cave |1.00 | |

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | | Slope |0.04 | |

 | | | | | | |

 Likes---------------| 22 |Somewhat limited | |Very limited | |Very limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |1.00

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | | Slope |0.04 | |

 | | | | | | |
358 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Low strength |0.78 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Low strength |0.78 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Very limited | |Very limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | |

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |0.10 | Slope |0.04

 | | | | Slope |0.04 | |

 | | | | | | |

 Mansic--------------| 27 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | Slope |0.04

 | | Shrink-swell |0.50 | Slope |0.04 | |

 | | Slope |0.04 | | | |

 | | | | | | |

 Berda---------------| 23 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | Slope |0.04

 | | Shrink-swell |0.50 | Slope |0.04 | |

 | | Slope |0.04 | | | |

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Mansic--------------| 26 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Berda---------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |
Harper County, Oklahoma 359

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |1.00

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Woodward------------| 33 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to dense |0.50 | Depth to bedrock |0.46

 | | | | layer | | |

 | | | | Depth to soft |0.46 | |

 | | | | bedrock | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.84

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Woodward------------| 30 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to soft |0.84 | Depth to bedrock |0.84

 | | | | bedrock | | |

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.46

 | | Slope |0.04 | Depth to dense |0.50 | Slope |0.04

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Slope |0.04 | |

 | | | | | | |
360 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWE: | | | | | | |

 Woodward------------| 24 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Depth to soft |0.97 | Depth to bedrock |0.97

 | | | | bedrock | | Slope |0.04

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Slope |0.04 | |

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Slope |1.00

 | | Slope |1.00 | Slope |1.00 | Droughty |0.93

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.84 | Depth to soft |0.97 | Depth to bedrock |0.97

 | | | | bedrock | | Slope |0.84

 | | | | Slope |0.84 | |

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Slope |1.00

 | | Slope |1.00 | Slope |1.00 | Droughty |0.85

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------------| 17 |Very limited | |Somewhat limited | |Very limited |

 | | Flooding |1.00 | Flooding |0.80 | Flooding |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.84

 | | Slope |0.04 | Depth to dense |0.50 | Slope |0.04

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Slope |0.04 | |

 | | | | | | |

 Woodward------------| 38 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Depth to soft |0.84 | Depth to bedrock |0.84

 | | | | bedrock | | Slope |0.04

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Slope |0.04 | |

 | | | | | | |
Harper County, Oklahoma 361

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QWDE: | | | | | | |

 Deepwood------------| 12 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |0.10 | Slope |0.04

 | | | | Slope |0.04 | |

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.96

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Woodward------------| 23 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to dense |0.50 | Depth to bedrock |0.01

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Depth to soft |0.01 | |

 | | | | bedrock | | |

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |1.00

 | | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Very limited | |Very limited | |Very limited |

 | | Shrink-swell |1.00 | Depth to |1.00 | Too clayey |1.00

 | | Depth to |1.00 | saturated zone | | Depth to |1.00

 | | saturated zone | | Cutbanks cave |1.00 | saturated zone |

 | | Low strength |1.00 | Ponding |1.00 | Ponding |1.00

 | | Ponding |1.00 | Too clayey |0.88 | |

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |
362 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | Flooding |0.40 | | | |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | Salinity |0.50

 | | Shrink-swell |0.50 | | | |

 | | Flooding |0.40 | | | |

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | Shrink-swell |0.50 | | | |

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Very limited | |Very limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | Depth to bedrock |0.46

 | | Shrink-swell |1.00 | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Depth to soft |0.46 | |

 | | | | bedrock | | |

 | | | | Too clayey |0.28 | |

 | | | | | | |
Harper County, Oklahoma 363

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TeWE: | | | | | | |

 Wellsford-----------| 33 |Very limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |1.00

 | | Low strength |1.00 | Depth to dense |0.50 | |

 | | Shrink-swell |1.00 | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Very limited | |Somewhat limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to hard |1.00 | Depth to hard |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |1.00

 | | Low strength |1.00 | Cutbanks cave |0.10 | |

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.85

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Not limited | |Very limited | |Somewhat limited |

 | | | | Cutbanks cave |1.00 | Droughty |0.96

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.86

 | | | | Slope |0.04 | Slope |0.04

 | | | | | | |
364 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | | Slope |1.00 | Droughty |0.95

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Low strength |1.00 | Too clayey |0.50 | Depth to bedrock |0.16

 | | Shrink-swell |1.00 | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Depth to soft |0.15 | |

 | | | | bedrock | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Very limited | |Very limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | Depth to bedrock |0.10

 | | Shrink-swell |1.00 | Too clayey |0.50 | |

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Depth to soft |0.10 | |

 | | | | bedrock | | |

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Very limited | |Very limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | Depth to bedrock |0.80

 | | Shrink-swell |1.00 | Depth to soft |0.79 | Droughty |0.12

 | | | | bedrock | | |

 | | | | Too clayey |0.50 | |

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Low strength |1.00 | Depth to dense |0.50 | Depth to bedrock |0.01

 | | Shrink-swell |1.00 | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | Depth to soft |0.01 | |

 | | | | bedrock | | |

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Very limited | |Very limited | |Somewhat limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | Depth to bedrock |0.03

 | | Shrink-swell |1.00 | Too clayey |0.50 | |

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Depth to soft |0.03 | |

 | | | | bedrock | | |

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Very limited | |Very limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | |

 | | Shrink-swell |1.00 | Too clayey |0.28 | |

 | | | | | | |
Harper County, Oklahoma 365

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Very limited | |Very limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | |

 | | Shrink-swell |1.00 | Too clayey |0.28 | |

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Very limited | |Very limited | |Not limited |

 | | Low strength |1.00 | Cutbanks cave |1.00 | |

 | | Shrink-swell |1.00 | Too clayey |0.28 | |

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | | | | Flooding |0.60 | |

 | | | | | | |

 Quinlan-------------| 30 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.78

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Hardeman------------| 22 |Not limited | |Somewhat limited | |Not limited |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to soft |0.84 | Depth to bedrock |0.84

 | | | | bedrock | | |

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Quinlan-------------| 43 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.46

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Not limited | |Somewhat limited | |Somewhat limited |

 | | | | Depth to dense |0.50 | Depth to bedrock |0.46

 | | | | layer | | |

 | | | | Depth to soft |0.46 | |

 | | | | bedrock | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

 Quinlan-------------| 22 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | | bedrock | | bedrock | | Droughty |0.93

 | | | | Depth to dense |0.50 | |

 | | | | layer | | |

 | | | | Cutbanks cave |0.10 | |

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | | | | Flooding |0.60 | |

 | | | | | | |
366 Soil Survey

Table 13b.--Building Site Development, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | of | streets | |

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Flooding |0.40 | Cutbanks cave |0.10 | |

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Somewhat limited | |Somewhat limited | |Not limited |

 | | Flooding |0.40 | Cutbanks cave |0.10 | |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | | | | Flooding |0.60 | |

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
Harper County, Oklahoma 367

Construction Materials

Tables 14a and 14b give information about the soils as potential sources of gravel,

sand, topsoil, reclamation material, and roadfill. Normal compaction, minor

processing, and other standard construction practices are assumed.

Sand and gravel are natural aggregates suitable for commercial use with a

minimum of processing. They are used in many kinds of construction. Specifications

for each use vary widely. In table 14a, only the likelihood of finding material in suitable

quantity is evaluated. The suitability of the material for specific purposes is not

evaluated, nor are factors that affect excavation of the material. The properties used

to evaluate the soil as a source of sand or gravel are gradation of grain sizes (as

indicated by the Unified classification of the soil), the thickness of suitable material,

and the content of rock fragments. If the bottom layer of the soil contains sand or

gravel, the soil is considered a likely source regardless of thickness. The assumption

is that the sand or gravel layer below the depth of observation exceeds the minimum

thickness.

The soils are rated good, fair, or poor as potential sources of sand and gravel. A

rating of good or fair means that the source material is likely to be in or below the soil.

The bottom layer and the thickest layer of the soils are assigned numerical ratings.

These ratings indicate the likelihood that the layer is a source of sand or gravel. The

number 0.00 indicates that the layer is a poor source. The number 1.00 indicates that

the layer is a good source. A number between 0.00 and 1.00 indicates the degree to

which the layer is a likely source.

The soils are rated good, fair, or poor as potential sources of topsoil, reclamation

material, and roadfill. The features that limit the soils as sources of these materials

are specified in the tables. The numerical ratings given after the specified features

indicate the degree to which the features limit the soils as sources of topsoil,

reclamation material, or roadfill. The lower the number, the greater the limitation.

Topsoil is used to cover an area so that vegetation can be established and

maintained. The upper 40 inches of a soil is evaluated for use as topsoil. Also

evaluated is the reclamation potential of the borrow area. The ratings are based on

the soil properties that affect plant growth; the ease of excavating, loading, and

spreading the material; and reclamation of the borrow area. Toxic substances, soil

reaction, and the properties that are inferred from soil texture, such as available water

capacity and fertility, affect plant growth. The ease of excavating, loading, and

spreading is affected by rock fragments, slope, depth to a water table, soil texture,

and thickness of suitable material. Reclamation of the borrow area is affected by

slope, depth to a water table, rock fragments, depth to bedrock or a cemented pan,

and toxic material.

The surface layer of most soils is generally preferred for topsoil because of its

organic matter content. Organic matter greatly increases the absorption and retention

of moisture and nutrients for plant growth.

Reclamation material is used in areas that have been drastically disturbed by

surface mining or similar activities. When these areas are reclaimed, layers of soil

material or unconsolidated geological material, or both, are replaced in a vertical

sequence. The reconstructed soil favors plant growth. The ratings in the table do not

apply to quarries and other mined areas that require an offsite source of

reconstruction material. The ratings are based on the soil properties that affect

erosion and stability of the surface and the productive potential of the reconstructed

soil. These properties include the content of sodium, salts, and calcium carbonate;

reaction; available water capacity; erodibility; texture; content of rock fragments; and

content of organic matter and other features that affect fertility.

Roadfill is soil material that is excavated in one place and used in road

embankments in another place. In this table, the soils are rated as a source of roadfill
368 Soil Survey

for low embankments, generally less than 6 feet high and less exacting in design than

higher embankments.

The ratings are for the whole soil, from the surface to a depth of about 5 feet. It is

assumed that soil layers will be mixed when the soil material is excavated and

spread.

The ratings are based on the amount of suitable material and on soil properties

that affect the ease of excavation and the performance of the material after it is in

place. The thickness of the suitable material is a major consideration. The ease of

excavation is affected by large stones, depth to a water table, and slope. How well the

soil performs in place after it has been compacted and drained is determined by its

strength (as inferred from the AASHTO classification of the soil) and linear

extensibility (shrink-swell potential).
Harper County, Oklahoma 369

Table 14a.--Construction Materials, Part I

[The information in this table indicates the dominant soil condition but does

 not eliminate the need for onsite investigation. The ratings given for

 the thickest layer are for the thickest layer above and excluding the

 bottom layer. The numbers in the value columns range from 0.00 to 0.99.

 The greater the value, the greater the likelihood that the bottom layer

 or thickest layer of the soil is a source of sand or gravel. See text for

 further explanation of ratings in this table]

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

AbbA: | | | | |

 Abbie---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AbbB: | | | | |

 Abbie---------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AbbB2: | | | | |

 Abbie---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AbbC: | | | | |

 Abbie---------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AbbC2: | | | | |

 Abbie---------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.04

 | | | | |

AbsB: | | | | |

 Abilene-------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AclA: | | | | |

 Abbie---------------| 87 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AflB: | | | | |

 Abbie---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

AflC: | | | | |

 Abbie---------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.04

 | | | | |

BdaB: | | | | |

 Berda---------------| 84 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
370 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

BdaC: | | | | |

 Berda---------------| 80 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

BdaD: | | | | |

 Berda---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

CRVE: | | | | |

 Cottonwood----------| 37 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated |

 | | | | |

 Vinson--------------| 12 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

DAM: | | | | |

 Dam-----------------|100 |Not rated | |Not rated |

 | | | | |

DevE: | | | | |

 Devol---------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.05

 | | Thickest layer |0.00 | Thickest layer |0.06

 | | | | |

DpwB: | | | | |

 Deepwood------------| 82 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

DpwC: | | | | |

 Deepwood------------| 79 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

DpwD: | | | | |

 Deepwood------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

DpwE: | | | | |

 Deepwood------------| 89 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

DvlB: | | | | |

 Devol---------------| 83 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.05

 | | | | |

DvlC: | | | | |

 Devol---------------| 93 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.05

 | | | | |
Harper County, Oklahoma 371

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

DvlD: | | | | |

 Devol---------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.05

 | | | | |

EdlC: | | | | |

 Eda-----------------| 86 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.02

 | | Thickest layer |0.00 | Bottom layer |0.26

 | | | | |

EdlE: | | | | |

 Eda-----------------| 75 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.08

 | | Thickest layer |0.00 | Bottom layer |0.69

 | | | | |

FayB: | | | | |

 Farry---------------| 93 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.02

 | | | | |

FayC: | | | | |

 Farry---------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.02

 | | Thickest layer |0.00 | Thickest layer |0.03

 | | | | |

FoFE: | | | | |

 Fortyone------------| 70 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.11

 | | Thickest layer |0.00 | Thickest layer |0.11

 | | | | |

 Farry---------------| 30 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.17

 | | Thickest layer |0.00 | Thickest layer |0.17

 | | | | |

FrkA: | | | | |

 Frankirk------------| 77 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

FrkB: | | | | |

 Frankirk------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

FtnB: | | | | |

 Fortyone------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.05

 | | Thickest layer |0.00 | Bottom layer |0.34

 | | | | |

FtnC: | | | | |

 Fortyone------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.03

 | | Thickest layer |0.00 | Bottom layer |0.42

 | | | | |

FtnD: | | | | |

 Fortyone------------| 90 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.17

 | | | | |
372 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

GcsA: | | | | |

 Gracemore-----------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

GdfB: | | | | |

 Grandfield----------| 94 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.04

 | | | | |

GdfC: | | | | |

 Grandfield----------| 92 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.04

 | | | | |

GDGE: | | | | |

 Grandfield----------| 48 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Devol---------------| 32 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.06

 | | | | |

 Grandmore-----------| 20 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

GdmB: | | | | |

 Grandmore-----------| 86 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

GfsA: | | | | |

 Gracemore-----------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.13

 | | Thickest layer |0.00 | Thickest layer |0.13

 | | | | |

GmrA: | | | | |

 Gracemont-----------| 91 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

GmsA: | | | | |

 Gracemont-----------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.12

 | | | | |

GrmA: | | | | |

 Gracemore-----------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

HdGB: | | | | |

 Hardeman------------| 60 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.03

 | | Thickest layer |0.00 | Bottom layer |0.12

 | | | | |

 Grandmore-----------| 40 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
Harper County, Oklahoma 373

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

HdGC: | | | | |

 Hardeman------------| 70 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Grandmore-----------| 25 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

HdmB: | | | | |

 Hardeman------------| 85 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

HdmC: | | | | |

 Hardeman------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

IreA: | | | | |

 Irene---------------| 97 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

IreB: | | | | |

 Irene---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

IreC: | | | | |

 Irene---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

IreD: | | | | |

 Irene---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

JssF: | | | | |

 Jester--------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.36

 | | | | |

JstC: | | | | |

 Jester--------------| 94 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.07

 | | Thickest layer |0.00 | Bottom layer |0.12

 | | | | |

KidB: | | | | |

 Kingsdown-----------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

KiHE: | | | | |

 Kingsdown-----------| 60 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.06

 | | | | |
374 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

KiHE: | | | | |

 Hardeman------------| 35 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

LgtA: | | | | |

 Lugert--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

LiJC: | | | | |

 Lincoln-------------| 51 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.21

 | | | | |

 Jester--------------| 49 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.07

 | | Thickest layer |0.00 | Thickest layer |0.07

 | | | | |

LikB: | | | | |

 Likes---------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.06

 | | Thickest layer |0.00 | Thickest layer |0.06

 | | | | |

LisA: | | | | |

 Lincoln-------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.06

 | | Thickest layer |0.00 | Bottom layer |0.30

 | | | | |

LncA: | | | | |

 Lincoln-------------|100 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.06

 | | Thickest layer |0.00 | Bottom layer |0.21

 | | | | |

LRoE: | | | | |

 Laverne-------------| 70 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated |

 | | | | |

LshA: | | | | |

 Lesho---------------| 83 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.10

 | | | | |

LsoA: | | | | |

 Lincoln-------------| 83 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.11

 | | | | |

M-W: | | | | |

 Water---------------|100 |Not rated | |Not rated |

 | | | | |

MLBB: | | | | |

 Mobeetie------------| 45 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.26

 | | | | |
Harper County, Oklahoma 375

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

MLBB: | | | | |

 Likes---------------| 22 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.21

 | | | | |

 Berda---------------| 21 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.02

 | | | | |

MLBC: | | | | |

 Mobeetie------------| 45 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.26

 | | | | |

 Likes---------------| 22 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.21

 | | Thickest layer |0.00 | Thickest layer |0.21

 | | | | |

 Berda---------------| 21 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.06

 | | | | |

MLBE: | | | | |

 Mobeetie------------| 45 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.03

 | | Thickest layer |0.00 | Bottom layer |0.26

 | | | | |

 Likes---------------| 22 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.06

 | | Thickest layer |0.00 | Bottom layer |0.21

 | | | | |

 Berda---------------| 21 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.20

 | | | | |

MnsB: | | | | |

 Mansic--------------| 94 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

MnsC: | | | | |

 Mansic--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

MsnB: | | | | |

 Manson--------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

MsnC: | | | | |

 Manson--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

MsnC2: | | | | |

 Manson--------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
376 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

OMBE: | | | | |

 Oklark--------------| 43 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.03

 | | Thickest layer |0.00 | Bottom layer |0.04

 | | | | |

 Mansic--------------| 27 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Berda---------------| 23 |Poor | |Poor |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.00

 | | | | |

OMBG: | | | | |

 Oklark--------------| 33 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.03

 | | | | |

 Mansic--------------| 26 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.02

 | | | | |

 Berda---------------| 25 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

PdoA: | | | | |

 Paloduro------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

PdoB: | | | | |

 Paloduro------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

PdoC2: | | | | |

 Paloduro------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

PIT: | | | | |

 Pits----------------|100 |Not rated | |Not rated |

 | | | | |

PlmB: | | | | |

 Plemons-------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

PlmC: | | | | |

 Plemons-------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

PlmD: | | | | |

 Plemons-------------| 90 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
Harper County, Oklahoma 377

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

QnWC3: | | | | |

 Quinlan-------------| 67 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Woodward------------| 33 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

QnWD: | | | | |

 Quinlan-------------| 48 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Woodward------------| 30 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

QnWE: | | | | |

 Quinlan-------------| 72 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Woodward------------| 24 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

QRWG: | | | | |

 Quinlan-------------| 50 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated |

 | | | | |

 Woodward------------| 17 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

QRYG: | | | | |

 Quinlan-------------| 41 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated |

 | | | | |

 Yomont--------------| 17 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

QWDE: | | | | |

 Quinlan-------------| 41 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Woodward------------| 38 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Deepwood------------| 12 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
378 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

QWRC: | | | | |

 Quinlan-------------| 58 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Woodward------------| 23 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated |

 | | | | |

RoCH: | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated |

 | | | | |

 Cottonwood----------| 30 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

RssA: | | | | |

 Rosston-------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SAL: | | | | |

 Salt flats----------|100 |Not rated | |Not rated |

 | | | | |

SelA: | | | | |

 Selman--------------| 96 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SelB: | | | | |

 Selman--------------| 92 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SelC: | | | | |

 Selman--------------| 87 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SelC2: | | | | |

 Selman--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SelD: | | | | |

 Selman--------------| 94 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SelD2: | | | | |

 Selman--------------| 81 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

SprA: | | | | |

 Spur----------------| 87 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
Harper County, Oklahoma 379

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

SpsA: | | | | |

 Spur----------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

StpA: | | | | |

 St. Paul------------| 92 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

StpB: | | | | |

 St. Paul------------| 93 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

StpC: | | | | |

 St. Paul------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

StpD: | | | | |

 St. Paul------------| 96 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TeWE: | | | | |

 Teagard-------------| 53 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Wellsford-----------| 33 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TexA: | | | | |

 Texroy--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TexB: | | | | |

 Texroy--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TexC: | | | | |

 Texroy--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TipA: | | | | |

 Tipton--------------| 95 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TipB: | | | | |

 Tipton--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |
380 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

TipC: | | | | |

 Tipton--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TipD: | | | | |

 Tipton--------------| 87 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TRQC: | | | | |

 Talpa---------------| 53 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated |

 | | | | |

 Quinlan-------------| 22 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

TvlC: | | | | |

 Tivoli--------------| 85 |Poor | |Fair |

 | | Bottom layer |0.00 | Thickest layer |0.25

 | | Thickest layer |0.00 | Bottom layer |0.31

 | | | | |

TvlE: | | | | |

 Tivoli--------------| 88 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.08

 | | Thickest layer |0.00 | Thickest layer |0.25

 | | | | |

TvlG: | | | | |

 Tivoli--------------| 97 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.03

 | | Thickest layer |0.00 | Thickest layer |0.03

 | | | | |

VerB: | | | | |

 Vernon--------------| 75 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

VerC: | | | | |

 Vernon--------------| 69 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

VerD: | | | | |

 Vernon--------------| 80 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

VrrB: | | | | |

 Vernon--------------| 86 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

VrrC: | | | | |

 Vernon--------------| 76 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.04

 | | | | |
Harper County, Oklahoma 381

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

W: | | | | |

 Water---------------|100 |Not rated | |Not rated |

 | | | | |

WodA: | | | | |

 Woods---------------| 80 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

WodB: | | | | |

 Woods---------------| 86 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

WodC: | | | | |

 Woods---------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

WQHE: | | | | |

 Westola-------------| 48 |Poor | |Poor |

 | | Bottom layer |0.00 | Thickest layer |0.00

 | | Thickest layer |0.00 | Bottom layer |0.00

 | | | | |

 Quinlan-------------| 30 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Hardeman------------| 22 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

WQnB: | | | | |

 Woodward------------| 45 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Quinlan-------------| 43 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

WQnC: | | | | |

 Woodward------------| 56 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

 Quinlan-------------| 22 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

WslA: | | | | |

 Westola-------------| 75 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.50

 | | | | |

WstA: | | | | |

 Westola-------------| 88 |Poor | |Fair |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.50

 | | | | |
382 Soil Survey

Table 14a.--Construction Materials, Part I--Continued

______________________________________________________________________________

 | | |

 Map symbol |Pct.| Potential source of | Potential source of

 and soil name | of | gravel | sand

 |map |_________________________|_________________________

 |unit| Rating class |Value| Rating class |Value

_____________________|____|___________________|_____|___________________|_____

 | | | | |

YmrA: | | | | |

 Yomont--------------|100 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

YmtA: | | | | |

 Yomont--------------| 94 |Poor | |Poor |

 | | Bottom layer |0.00 | Bottom layer |0.00

 | | Thickest layer |0.00 | Thickest layer |0.00

 | | | | |

_____________________|____|___________________|_____|___________________|_____
Harper County, Oklahoma 383

Table 14b.--Construction Materials, Part II

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.00 to 0.99. The

 smaller the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | | Low content of |0.60 | Shrink-swell |0.87 | Carbonate content|0.68

 | | organic matter | | | | |

 | | Carbonate content|0.68 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Rock fragments |0.97

 | | organic matter | | | | |

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |
384 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Poor | |Poor | |Poor |

 | | Droughty |0.00 | Depth to bedrock |0.00 | Depth to bedrock |0.00

 | | Depth to bedrock |0.00 | | | Carbonate content|0.97

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Carbonate content|0.97 | | | |

 | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Fair | |Poor | |Fair |

 | | Low content of |0.12 | Depth to bedrock |0.00 | Hard to reclaim |0.05

 | | organic matter | | Low strength |0.00 | Depth to bedrock |0.84

 | | Depth to bedrock |0.84 | Shrink-swell |0.87 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Poor | |Good | |Poor |

 | | Wind erosion |0.00 | | | Too sandy |0.00

 | | Too sandy |0.00 | | | Slope |0.84

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |
Harper County, Oklahoma 385

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Slope |0.84

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.99 | | | |

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Poor | |Good | |Fair |

 | | Wind erosion |0.00 | | | Too sandy |0.26

 | | Low content of |0.12 | | | Slope |0.96

 | | organic matter | | | | |

 | | Too sandy |0.26 | | | |

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.12 | | | Rock fragments |0.00

 | | organic matter | | | | Hard to reclaim |0.68

 | | | | | | Slope |0.96

 | | | | | | |

 Farry---------------| 30 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Too sandy |0.18

 | | organic matter | | | | Slope |0.96

 | | Too sandy |0.18 | | | |

 | | | | | | |
386 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Fair | |Poor | |Fair |

 | | Too clayey |0.08 | Low strength |0.00 | Too clayey |0.07

 | | Water erosion |0.99 | Shrink-swell |0.93 | |

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Fair | |Fair | |Fair |

 | | Too clayey |0.32 | Low strength |0.22 | Too clayey |0.23

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.12 | | | Rock fragments |0.00

 | | organic matter | | | | Hard to reclaim |0.68

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Hard to reclaim |0.68

 | | organic matter | | | | Rock fragments |0.97

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Hard to reclaim |0.68

 | | organic matter | | | | Rock fragments |0.97

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Fair | |Fair | |Fair |

 | | Low content of |0.12 | Depth to |0.06 | Depth to |0.06

 | | organic matter | | saturated zone | | saturated zone |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Fair | |Good | |Good |

 | | Low content of |0.50 | | | |

 | | organic matter | | | | |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Fair | |Good | |Good |

 | | Low content of |0.50 | | | |

 | | organic matter | | | | |

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Devol---------------| 32 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Grandmore-----------| 20 |Fair | |Poor | |Good |

 | | Low content of |0.32 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.99 | |

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Fair | |Good | |Good |

 | | Low content of |0.02 | | | |

 | | organic matter | | | | |

 | | | | | | |
Harper County, Oklahoma 387

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Poor | |Poor | |Poor |

 | | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | | Low content of |0.12 | saturated zone | | Salinity |0.00

 | | organic matter | | | | Depth to |0.00

 | | Salinity |0.88 | | | saturated zone |

 | | Droughty |0.95 | | | |

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Fair | |Poor | |Poor |

 | | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | | organic matter | | saturated zone | | saturated zone |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Fair | |Poor | |Poor |

 | | Low content of |0.12 | Depth to |0.00 | Salinity |0.00

 | | organic matter | | saturated zone | | Depth to |0.00

 | | Salinity |0.88 | | | saturated zone |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Fair | |Fair | |Poor |

 | | Low content of |0.12 | Depth to |0.06 | Salinity |0.00

 | | organic matter | | saturated zone | | Depth to |0.06

 | | Salinity |0.88 | | | saturated zone |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Grandmore-----------| 40 |Fair | |Good | |Good |

 | | Low content of |0.32 | | | |

 | | organic matter | | | | |

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Grandmore-----------| 25 |Fair | |Poor | |Good |

 | | Low content of |0.32 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.99 | |

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Fair | |Fair | |Fair |

 | | Low content of |0.12 | Shrink-swell |0.96 | Too clayey |0.57

 | | organic matter | | | | |

 | | Too clayey |0.98 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |
388 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Fair | |Poor | |Fair |

 | | Low content of |0.12 | Low strength |0.00 | Too clayey |0.57

 | | organic matter | | Shrink-swell |0.87 | |

 | | Too clayey |0.98 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Fair | |Poor | |Fair |

 | | Low content of |0.12 | Low strength |0.00 | Too clayey |0.57

 | | organic matter | | Shrink-swell |0.92 | |

 | | Too clayey |0.98 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Fair | |Fair | |Fair |

 | | Low content of |0.12 | Shrink-swell |0.95 | Too clayey |0.57

 | | organic matter | | | | |

 | | Too clayey |0.98 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Poor | |Good | |Poor |

 | | Wind erosion |0.00 | | | Too sandy |0.00

 | | Too sandy |0.00 | | | Slope |0.96

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.30 | | | |

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Poor | |Good | |Poor |

 | | Wind erosion |0.00 | | | Too sandy |0.00

 | | Too sandy |0.00 | | | |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.40 | | | |

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Hardeman------------| 35 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Fair | |Good | |Good |

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |
Harper County, Oklahoma 389

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.76 | | | |

 | | | | | | |

 Jester--------------| 49 |Poor | |Good | |Poor |

 | | Wind erosion |0.00 | | | Too sandy |0.00

 | | Too sandy |0.00 | | | |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.38 | | | |

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Fair | |Good | |Fair |

 | | Too sandy |0.02 | | | Too sandy |0.02

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | Droughty |0.28 | | | |

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.42 | | | |

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Fair | |Good | |Fair |

 | | Too sandy |0.02 | | | Too sandy |0.02

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.82 | | | |

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Poor | |Poor | |Poor |

 | | Droughty |0.00 | Depth to cemented|0.00 | Depth to cemented|0.00

 | | Carbonate content|0.00 | pan | | pan |

 | | Depth to cemented|0.00 | | | Carbonate content|0.68

 | | pan | | | | Rock fragments |0.97

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Too clayey |0.93

 | | organic matter | | | | |

 | | Too clayey |0.98 | | | |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.59 | | | |

 | | | | | | |
390 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Fair | |Good | |Good |

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Likes---------------| 22 |Poor | |Good | |Poor |

 | | Wind erosion |0.00 | | | Too sandy |0.00

 | | Too sandy |0.00 | | | |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | Droughty |0.27 | | | |

 | | | | | | |

 Berda---------------| 21 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Fair | |Good | |Good |

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Likes---------------| 22 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | Droughty |0.28 | | | |

 | | | | | | |

 Berda---------------| 21 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Fair | |Good | |Fair |

 | | Low content of |0.88 | | | Slope |0.96

 | | organic matter | | | | |

 | | | | | | |

 Likes---------------| 22 |Fair | |Good | |Fair |

 | | Too sandy |0.02 | | | Too sandy |0.02

 | | Low content of |0.18 | | | Slope |0.96

 | | organic matter | | | | |

 | | Droughty |0.28 | | | |

 | | | | | | |

 Berda---------------| 21 |Fair | |Good | |Fair |

 | | Low content of |0.18 | | | Slope |0.96

 | | organic matter | | | | |

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Fair | |Fair | |Good |

 | | Low content of |0.88 | Low strength |0.22 | |

 | | organic matter | | Shrink-swell |0.87 | |

 | | Carbonate content|0.92 | | | |

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Fair | |Fair | |Fair |

 | | Low content of |0.88 | Low strength |0.22 | Carbonate content|0.92

 | | organic matter |0.92 | Shrink-swell |0.87 | |

 | | Carbonate content| | | | |

 | | | | | | |
Harper County, Oklahoma 391

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Fair | |Poor | |Fair |

 | | Low content of |0.18 | Low strength |0.00 | Carbonate content|0.68

 | | organic matter | | | | |

 | | Carbonate content|0.68 | | | |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Fair | |Poor | |Fair |

 | | Low content of |0.18 | Low strength |0.00 | Carbonate content|0.68

 | | organic matter | | | | |

 | | Carbonate content|0.68 | | | |

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Fair | |Poor | |Fair |

 | | Low content of |0.18 | Low strength |0.00 | Carbonate content|0.68

 | | organic matter | | | | |

 | | Carbonate content|0.68 | | | |

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Fair | |Good | |Fair |

 | | Carbonate content|0.46 | | | Carbonate content|0.80

 | | Low content of |0.50 | | | Slope |0.96

 | | organic matter | | | | |

 | | | | | | |

 Mansic--------------| 27 |Fair | |Good | |Fair |

 | | Carbonate content|0.46 | | | Carbonate content|0.46

 | | Low content of |0.50 | | | Slope |0.96

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Berda---------------| 23 |Fair | |Poor | |Fair |

 | | Low content of |0.12 | Low strength |0.00 | Carbonate content|0.92

 | | organic matter | | Shrink-swell |0.87 | Slope |0.96

 | | Carbonate content|0.92 | | | |

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Fair | |Fair | |Poor |

 | | Carbonate content|0.46 | Slope |0.08 | Slope |0.00

 | | Low content of |0.50 | | | Carbonate content|0.46

 | | organic matter | | | | |

 | | | | | | |

 Mansic--------------| 26 |Fair | |Fair | |Poor |

 | | Low content of |0.12 | Slope |0.08 | Slope |0.00

 | | organic matter | | | | Carbonate content|0.46

 | | Carbonate content|0.46 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Berda---------------| 25 |Fair | |Poor | |Poor |

 | | Low content of |0.18 | Slope |0.00 | Slope |0.00

 | | organic matter | | | | |

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |
392 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Fair | |Poor | |Fair |

 | | Low content of |0.18 | Low strength |0.00 | Carbonate content|0.68

 | | organic matter | | Shrink-swell |0.87 | |

 | | Carbonate content|0.68 | | | |

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Fair | |Poor | |Fair |

 | | Low content of |0.18 | Low strength |0.00 | Carbonate content|0.32

 | | organic matter | | Shrink-swell |0.87 | |

 | | Carbonate content|0.32 | | | |

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Fair | |Poor | |Fair |

 | | Low content of |0.18 | Low strength |0.00 | Carbonate content|0.32

 | | organic matter | | Shrink-swell |0.87 | |

 | | Carbonate content|0.32 | | | |

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Poor | |Poor | |Poor |

 | | Droughty |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Depth to bedrock |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Woodward------------| 33 |Fair | |Poor | |Fair |

 | | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.54

 | | organic matter | | | | Hard to reclaim |0.54

 | | Depth to bedrock |0.54 | | | |

 | | Droughty |0.99 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Woodward------------| 30 |Fair | |Poor | |Poor |

 | | Low content of |0.12 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | organic matter | | | | Depth to bedrock |0.16

 | | Depth to bedrock |0.16 | | | |

 | | Droughty |0.75 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |
Harper County, Oklahoma 393

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | Slope |0.96

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Woodward------------| 24 |Fair | |Poor | |Poor |

 | | Depth to bedrock |0.03 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Low content of |0.12 | | | Depth to bedrock |0.03

 | | organic matter | | | | Slope |0.96

 | | Droughty |0.37 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | Slope |0.00 | Depth to bedrock |0.00

 | | Low content of |0.88 | | | Slope |0.00

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Fair | |Poor | |Poor |

 | | Depth to bedrock |0.03 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Low content of |0.12 | | | Depth to bedrock |0.03

 | | organic matter | | | | Slope |0.16

 | | Droughty |0.38 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | Slope |0.08 | Depth to bedrock |0.00

 | | Low content of |0.88 | | | Slope |0.00

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------------| 17 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.68 | | | |

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | Slope |0.96

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Woodward------------| 38 |Fair | |Poor | |Poor |

 | | Depth to bedrock |0.16 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.60 | | | Depth to bedrock |0.16

 | | Water erosion |0.99 | | | Slope |0.96

 | | | | | | |
394 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QWDE: | | | | | | |

 Deepwood------------| 12 |Fair | |Good | |Fair |

 | | Low content of |0.12 | | | Slope |0.96

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Woodward------------| 23 |Fair | |Poor | |Poor |

 | | Low content of |0.12 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | organic matter | | | | Depth to bedrock |0.99

 | | Depth to bedrock |0.99 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Poor | |Poor | |Poor |

 | | Droughty |0.00 | Depth to bedrock |0.00 | Depth to bedrock |0.00

 | | Depth to bedrock |0.00 | Slope |0.98 | Slope |0.00

 | | Low content of |0.88 | | | Carbonate content|0.97

 | | organic matter | | | | |

 | | Carbonate content|0.97 | | | |

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Depth to |0.00 | Too clayey |0.00

 | | Low content of |0.60 | saturated zone | | Depth to |0.00

 | | organic matter | | Shrink-swell |0.00 | saturated zone |

 | | | | Low strength |0.00 | |

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Fair | |Fair | |Good |

 | | Low content of |0.50 | Shrink-swell |0.99 | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Fair | |Poor | |Good |

 | | Low content of |0.50 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.93 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Fair | |Poor | |Good |

 | | Low content of |0.50 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.94 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |
Harper County, Oklahoma 395

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Fair | |Fair | |Good |

 | | Low content of |0.50 | Shrink-swell |0.97 | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Fair | |Poor | |Good |

 | | Low content of |0.50 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.93 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Fair | |Fair | |Good |

 | | Low content of |0.12 | Shrink-swell |0.98 | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Fair | |Poor | |Good |

 | | Low content of |0.88 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.87 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Fair | |Poor | |Fair |

 | | Low content of |0.88 | Low strength |0.00 | Salinity |0.50

 | | organic matter | | Shrink-swell |0.87 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Fair | |Poor | |Fair |

 | | Too clayey |0.76 | Low strength |0.00 | Too clayey |0.63

 | | Water erosion |0.99 | Shrink-swell |0.90 | |

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Fair | |Poor | |Good |

 | | Low content of |0.50 | Low strength |0.00 | |

 | | organic matter | | Shrink-swell |0.90 | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Fair | |Poor | |Fair |

 | | Low content of |0.50 | Low strength |0.00 | Too clayey |0.93

 | | organic matter | | Shrink-swell |0.96 | |

 | | Too clayey |0.98 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Fair | |Poor | |Fair |

 | | Too clayey |0.76 | Low strength |0.00 | Too clayey |0.63

 | | Water erosion |0.99 | Shrink-swell |0.87 | |

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Depth to bedrock |0.54 | Low strength |0.00 | Too clayey |0.00

 | | Water erosion |0.90 | Shrink-swell |0.12 | Depth to bedrock |0.54

 | | Droughty |0.96 | | | |

 | | | | | | |
396 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TeWE: | | | | | | |

 Wellsford-----------| 33 |Poor | |Poor | |Poor |

 | | Droughty |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Depth to bedrock |0.00 | Low strength |0.00 | Depth to bedrock |0.00

 | | Too clayey |0.00 | Shrink-swell |0.12 | Too clayey |0.00

 | | Low content of |0.88 | | | Sodium content |0.98

 | | organic matter | | | | |

 | | Sodium content |0.97 | | | |

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Good | |Poor | |Good |

 | | | | Low strength |0.00 | |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Good | |Poor | |Good |

 | | | | Low strength |0.00 | |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Fair | |Poor | |Good |

 | | Low content of |0.88 | Low strength |0.00 | |

 | | organic matter | | | | |

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Fair | |Poor | |Good |

 | | Low content of |0.88 | Low strength |0.00 | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Fair | |Poor | |Good |

 | | Low content of |0.88 | Low strength |0.00 | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Fair | |Poor | |Good |

 | | Water erosion |0.99 | Low strength |0.00 | |

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Fair | |Poor | |Good |

 | | Low content of |0.88 | Low strength |0.00 | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Poor | |Poor | |Poor |

 | | Droughty |0.00 | Depth to bedrock |0.00 | Depth to bedrock |0.00

 | | Depth to bedrock |0.00 | Low strength |0.00 | Carbonate content|0.68

 | | Carbonate content|0.68 | | | |

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |
Harper County, Oklahoma 397

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Wind erosion |0.00 | | | |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | Droughty |0.40 | | | |

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Poor | |Good | |Fair |

 | | Wind erosion |0.00 | | | Too sandy |0.16

 | | Low content of |0.12 | | | Slope |0.96

 | | organic matter | | | | |

 | | Too sandy |0.16 | | | |

 | | Droughty |0.56 | | | |

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Poor | |Poor | |Poor |

 | | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | | Low content of |0.12 | | | Too sandy |0.20

 | | organic matter | | | | |

 | | Too sandy |0.20 | | | |

 | | Droughty |0.42 | | | |

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Depth to bedrock |0.00 | Too clayey |0.00

 | | Sodium content |0.40 | Low strength |0.00 | Hard to reclaim |0.00

 | | Droughty |0.55 | Shrink-swell |0.12 | Sodium content |0.40

 | | Low content of |0.60 | | | Depth to bedrock |0.84

 | | organic matter | | | | |

 | | Depth to bedrock |0.84 | | | |

 | | Water erosion |0.90 | | | |

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Depth to bedrock |0.00 | Too clayey |0.00

 | | Sodium content |0.40 | Low strength |0.00 | Hard to reclaim |0.00

 | | Low content of |0.60 | Shrink-swell |0.12 | Sodium content |0.40

 | | organic matter | | | | Depth to bedrock |0.90

 | | Droughty |0.65 | | | |

 | | Water erosion |0.90 | | | |

 | | Depth to bedrock |0.90 | | | |

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Depth to bedrock |0.00 | Too clayey |0.00

 | | Droughty |0.06 | Low strength |0.00 | Hard to reclaim |0.00

 | | Depth to bedrock |0.21 | Shrink-swell |0.12 | Depth to bedrock |0.21

 | | Sodium content |0.40 | | | Sodium content |0.40

 | | Low content of |0.60 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.90 | | | |

 | | | | | | |
398 Soil Survey

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Fair | |Poor | |Poor |

 | | Too clayey |0.08 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Low content of |0.18 | Low strength |0.00 | Too clayey |0.05

 | | organic matter | | Shrink-swell |0.12 | Depth to bedrock |0.99

 | | Droughty |0.89 | | | |

 | | Water erosion |0.90 | | | |

 | | Depth to bedrock |0.99 | | | |

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Fair | |Poor | |Fair |

 | | Droughty |0.85 | Depth to bedrock |0.00 | Hard to reclaim |0.03

 | | Water erosion |0.90 | Low strength |0.00 | Depth to bedrock |0.97

 | | Depth to bedrock |0.97 | Shrink-swell |0.44 | |

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Fair | |Poor | |Fair |

 | | Carbonate content|0.46 | Low strength |0.00 | Too clayey |0.76

 | | Too clayey |0.76 | Shrink-swell |0.20 | |

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.90 | | | |

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | | Carbonate content|0.46 | Shrink-swell |0.14 | |

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.90 | | | |

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Poor | |Poor | |Poor |

 | | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | | Carbonate content|0.46 | Shrink-swell |0.16 | |

 | | Water erosion |0.90 | | | |

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

 Quinlan-------------| 30 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Hardeman------------| 22 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | | | | | |
Harper County, Oklahoma 399

Table 14b.--Construction Materials, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Potential source of | Potential source of | Potential source of

 and soil name | of | reclamation material | roadfill | topsoil

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Fair | |Poor | |Poor |

 | | Low content of |0.12 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | organic matter | | | | Depth to bedrock |0.16

 | | Depth to bedrock |0.16 | | | |

 | | Droughty |0.75 | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

 Quinlan-------------| 43 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Fair | |Poor | |Fair |

 | | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.54

 | | organic matter | | | | Hard to reclaim |0.54

 | | Depth to bedrock |0.54 | | | |

 | | Water erosion |0.99 | | | |

 | | Droughty |0.99 | | | |

 | | | | | | |

 Quinlan-------------| 22 |Poor | |Poor | |Poor |

 | | Depth to bedrock |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | | Droughty |0.00 | | | Depth to bedrock |0.00

 | | Low content of |0.88 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.99 | | | |

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Poor | |Good | |Poor |

 | | Too sandy |0.00 | | | Too sandy |0.00

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Fair | |Good | |Good |

 | | Low content of |0.12 | | | |

 | | organic matter | | | | |

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.68 | | | |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Fair | |Good | |Good |

 | | Low content of |0.18 | | | |

 | | organic matter | | | | |

 | | Water erosion |0.68 | | | |

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
400 Soil Survey

Water Management

Table 15 gives information on the soil properties and site features that affect water

management. The degree and kind of soil limitations are given for pond reservoir

areas; embankments, dikes, and levees; and aquifer-fed excavated ponds. The ratings

are both verbal and numerical. Rating class terms indicate the extent to which the

soils are limited by all of the soil features that affect these uses. Not limited indicates

that the soil has features that are very favorable for the specified use. Good

performance and very low maintenance can be expected. Somewhat limited indicates

that the soil has features that are moderately favorable for the specified use. The

limitations can be overcome or minimized by special planning, design, or installation.

Fair performance and moderate maintenance can be expected. Very limited indicates

that the soil has one or more features that are unfavorable for the specified use. The

limitations generally cannot be overcome without major soil reclamation, special

design, or expensive installation procedures. Poor performance and high

maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Pond reservoir areas hold water behind a dam or embankment. Soils best suited to

this use have low seepage potential in the upper 60 inches. The seepage potential is

determined by the permeability of the soil and the depth to fractured bedrock or other

permeable material. Excessive slope can affect the storage capacity of the reservoir

area.

Embankments, dikes, and levees are raised structures of soil material, generally

less than 20 feet high, constructed to impound water or to protect land against

overflow. Embankments that have zoned construction (core and shell) are not

considered. In this table, the soils are rated as a source of material for embankment

fill. The ratings apply to the soil material below the surface layer to a depth of about 5

feet. It is assumed that soil layers will be uniformly mixed and compacted during

construction.

The ratings do not indicate the ability of the natural soil to support an embankment.

Soil properties to a depth even greater than the height of the embankment can affect

performance and safety of the embankment. Generally, deeper onsite investigation is

needed to determine these properties.

Soil material in embankments must be resistant to seepage, piping, and erosion

and have favorable compaction characteristics. Unfavorable features include less than

5 feet of suitable material and a high content of stones or boulders, organic matter, or

salts or sodium. A high water table affects the amount of usable material. It also

affects trafficability.

Aquifer-fed excavated ponds are pits or dugouts that extend to a ground-water

aquifer or to a depth below a permanent water table. Excluded are ponds that are fed

only by surface runoff and embankment ponds that impound water 3 feet or more

above the original surface. Excavated ponds are affected by depth to a permanent

water table, permeability of the aquifer, and quality of the water as inferred from the

salinity of the soil. Depth to bedrock and the content of large stones affect the ease of

excavation.
Harper County, Oklahoma 401

Table 15.--Water Management

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |0.99 | Depth to water |1.00

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Piping |0.90 | Depth to water |1.00

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Piping |0.97 | Depth to water |1.00

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Piping |0.97 | Depth to water |1.00

 | | | | Seepage |0.04 | |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.04 | | | Depth to water |1.00

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Piping |0.90 | Depth to water |1.00

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | Seepage |0.04 | |

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.76 | Depth to water |1.00

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.76 | Depth to water |1.00

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.76 | Depth to water |1.00

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.90 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |1.00 | |

 | | | | | | |
402 Soil Survey

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

CRVE: | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | | Depth to bedrock |0.05 | Thin layer |0.74 | |

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.06 | Depth to water |1.00

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.05 | Depth to water |1.00

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.05 | Depth to water |1.00

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.05 | Depth to water |1.00

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.26 | Depth to water |1.00

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.69 | Depth to water |1.00

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.02 | Depth to water |1.00

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.03 | Depth to water |1.00

 | | | | | | |
Harper County, Oklahoma 403

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.11 | Depth to water |1.00

 | | | | | | |

 Farry---------------| 30 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.17 | Depth to water |1.00

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.03 | Depth to water |1.00

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.16 | Depth to water |1.00

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.34 | Depth to water |1.00

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.42 | Depth to water |1.00

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.17 | Depth to water |1.00

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | | saturated zone | | |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.04 | Depth to water |1.00

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.04 | Depth to water |1.00

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Depth to water |1.00

 | | | | | | |

 Devol---------------| 32 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.06 | Depth to water |1.00

 | | | | | | |

 Grandmore-----------| 20 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.28 | Depth to water |1.00

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | | saturated zone | | Salty water |0.50

 | | | | Seepage |0.13 | |

 | | | | Salinity |0.12 | |

 | | | | | | |
404 Soil Survey

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |0.10

 | | | | saturated zone | | |

 | | | | Piping |1.00 | |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | | saturated zone | | Salty water |0.50

 | | | | Piping |1.00 | |

 | | | | Salinity |0.12 | |

 | | | | Seepage |0.12 | |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | | saturated zone | | Salty water |0.50

 | | | | Salinity |0.12 | |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.12 | Depth to water |1.00

 | | | | | | |

 Grandmore-----------| 40 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |0.99 | Depth to water |1.00

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Depth to water |1.00

 | | | | | | |

 Grandmore-----------| 25 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.61 | Depth to water |1.00

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Depth to water |1.00

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Depth to water |1.00

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.84 | Depth to water |1.00

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.04 | Piping |0.50 | Depth to water |1.00

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.84 | Depth to water |1.00

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.86 | Depth to water |1.00

 | | | | | | |
Harper County, Oklahoma 405

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.36 | Depth to water |1.00

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.12 | Depth to water |1.00

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.01 | Depth to water |1.00

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.06 | Depth to water |1.00

 | | | | | | |

 Hardeman------------| 35 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Depth to water |1.00

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.21 | Depth to water |1.00

 | | | | | | |

 Jester--------------| 49 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.07 | Depth to water |1.00

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.06 | Depth to water |1.00

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.30 | Depth to water |1.00

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.21 | Depth to water |1.00

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Very limited | |Very limited | |Very limited |

 | | Depth to cemented|1.00 | Thin layer |1.00 | Depth to water |1.00

 | | pan | | Piping |0.99 | |

 | | Seepage |0.02 | | | |

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Depth to |0.43 | Cutbanks cave |1.00

 | | | | saturated zone | | |

 | | | | Seepage |0.10 | Depth to water |0.25

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.11 | Depth to water |1.00

 | | | | | | |
406 Soil Survey

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.26 | Depth to water |1.00

 | | | | | | |

 Likes---------------| 22 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.21 | Depth to water |1.00

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Seepage |0.02 | Depth to water |1.00

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.26 | Depth to water |1.00

 | | | | | | |

 Likes---------------| 22 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.21 | Depth to water |1.00

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.80 | Depth to water |1.00

 | | | | Seepage |0.06 | |

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.26 | Depth to water |1.00

 | | | | | | |

 Likes---------------| 22 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.21 | Depth to water |1.00

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.79 | Depth to water |1.00

 | | | | Seepage |0.20 | |

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.42 | Depth to water |1.00

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.46 | Depth to water |1.00

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.72 | | | Depth to water |1.00

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.01 | Depth to water |1.00

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.01 | Depth to water |1.00

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | Seepage |0.04 | |

 | | | | | | |
Harper County, Oklahoma 407

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

OMBE: | | | | | | |

 Mansic--------------| 27 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Piping |0.86 | Depth to water |1.00

 | | | | | | |

 Berda---------------| 23 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.22 | Depth to water |1.00

 | | | | Seepage |0.01 | |

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | Slope |0.21 | Seepage |0.03 | |

 | | | | | | |

 Mansic--------------| 26 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Piping |0.94 | Depth to water |1.00

 | | Slope |0.21 | Seepage |0.02 | |

 | | | | | | |

 Berda---------------| 25 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.76 | Depth to water |1.00

 | | Slope |0.64 | | | |

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.64 | Depth to water |1.00

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.66 | Depth to water |1.00

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.64 | Depth to water |1.00

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.72 | | | Depth to water |1.00

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.72 | | | Depth to water |1.00

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.72 | | | Depth to water |1.00

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.74 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |1.00 | |

 | | | | | | |

 Woodward------------| 33 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.11 | Thin layer |0.86 | |

 | | | | | | |
408 Soil Survey

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.66 | Thin layer |1.00 | Depth to water |1.00

 | | Seepage |0.04 | Piping |1.00 | |

 | | | | | | |

 Woodward------------| 30 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.26 | Thin layer |0.96 | |

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.53 | Thin layer |1.00 | Depth to water |1.00

 | | Seepage |0.04 | Piping |1.00 | |

 | | | | | | |

 Woodward------------| 24 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.37 | Thin layer |0.99 | |

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.74 | Thin layer |1.00 | Depth to water |1.00

 | | Slope |0.28 | Piping |1.00 | |

 | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.37 | Thin layer |0.99 | |

 | | Slope |0.01 | | | |

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.69 | Thin layer |1.00 | Depth to water |1.00

 | | Slope |0.21 | Piping |1.00 | |

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------------| 17 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.61 | Thin layer |1.00 | Depth to water |1.00

 | | Seepage |0.04 | Piping |1.00 | |

 | | | | | | |

 Woodward------------| 38 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.26 | Thin layer |0.96 | |

 | | | | | | |

 Deepwood------------| 12 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.69 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |1.00 | |

 | | | | | | |
Harper County, Oklahoma 409

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QWRC: | | | | | | |

 Woodward------------| 23 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.02 | Thin layer |0.56 | |

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.87 | Thin layer |1.00 | Depth to water |1.00

 | | Slope |0.04 | Piping |1.00 | |

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Not limited | |Very limited | |Very limited |

 | | | | Depth to |1.00 | Slow refill |1.00

 | | | | saturated zone | | Cutbanks cave |0.10

 | | | | Hard to pack |1.00 | |

 | | | | Ponding |1.00 | |

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.97 | Depth to water |1.00

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |0.99 | Depth to water |1.00

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.97 | Depth to water |1.00

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |0.99 | Depth to water |1.00

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.14 | Depth to water |1.00

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.18 | Depth to water |1.00

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.04 | Piping |0.29 | Depth to water |1.00

 | | | | | | |
410 Soil Survey

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.54 | Piping |0.70 | Depth to water |1.00

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.40 | Depth to water |1.00

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.54 | Piping |0.44 | Depth to water |1.00

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Depth to bedrock |0.11 | Thin layer |0.86 | Depth to water |1.00

 | | | | | | |

 Wellsford-----------| 33 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.66 | Thin layer |1.00 | Depth to water |1.00

 | | | | Hard to pack |0.23 | |

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.18 | Depth to water |1.00

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.16 | Depth to water |1.00

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.17 | Depth to water |1.00

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.89 | Depth to water |1.00

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.86 | Depth to water |1.00

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |0.08 | |

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.69 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |1.00 | |

 | | | | | | |
Harper County, Oklahoma 411

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.31 | Depth to water |1.00

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.25 | Depth to water |1.00

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Seepage |0.03 | Depth to water |1.00

 | | Slope |0.45 | | | |

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Depth to bedrock |0.05 | Thin layer |0.74 | Depth to water |1.00

 | | | | Piping |0.60 | |

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Depth to bedrock |0.04 | Thin layer |0.70 | Depth to water |1.00

 | | | | Piping |0.60 | |

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Depth to bedrock |0.23 | Thin layer |0.95 | Depth to water |1.00

 | | | | Piping |0.60 | |

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Depth to bedrock |0.01 | Thin layer |0.52 | Depth to water |1.00

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Seepage |0.04 | Thin layer |0.61 | Depth to water |1.00

 | | Depth to bedrock |0.02 | Seepage |0.04 | |

 | | | | Piping |0.01 | |

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.02 | | | Depth to water |1.00

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.02 | | | Depth to water |1.00

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Somewhat limited | |Not limited | |Very limited |

 | | Seepage |0.02 | | | Depth to water |1.00

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | Seepage |0.01 | |

 | | | | | | |
412 Soil Survey

Table 15.--Water Management--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | of | | levees | excavated ponds

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WQHE: | | | | | | |

 Quinlan-------------| 30 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.66 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |1.00 | |

 | | | | | | |

 Hardeman------------| 22 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Depth to water |1.00

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.26 | Thin layer |0.96 | |

 | | | | | | |

 Quinlan-------------| 43 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.53 | Thin layer |1.00 | Depth to water |1.00

 | | Seepage |0.04 | Piping |1.00 | |

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | Depth to bedrock |0.11 | Thin layer |0.86 | |

 | | | | | | |

 Quinlan-------------| 22 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.74 | Thin layer |1.00 | Depth to water |1.00

 | | | | Piping |1.00 | |

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | Seepage |0.50 | |

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | Seepage |0.50 | |

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
Harper County, Oklahoma 413

Agricultural Waste Management

Soil properties are important considerations in areas where soils are used as sites

for the treatment and disposal of organic waste and wastewater. Selection of soils

with properties that favor waste management can help to prevent environmental

damage.

Tables 16a and 16b show the degree and kind of soil limitations affecting the

treatment of agricultural waste, including municipal and food-processing wastewater

and effluent from lagoons or storage ponds. Municipal wastewater is the waste

stream from a municipality. It contains domestic waste and may contain industrial

waste. It may have received primary or secondary treatment. It is rarely untreated

sewage. Food-processing wastewater results from the preparation of fruits,

vegetables, milk, cheese, and meats for public consumption. In places it is high in

content of sodium and chloride. In the context of these tables, the effluent in lagoons

and storage ponds is from facilities used to treat or store food-processing wastewater

or domestic or animal waste. Domestic and food-processing wastewater is very dilute,

and the effluent from the facilities that treat or store it commonly is very low in content

of carbonaceous and nitrogenous material; the content of nitrogen commonly ranges

from 10 to 30 milligrams per liter. The wastewater from animal waste treatment

lagoons or storage ponds, however, has much higher concentrations of these

materials, mainly because the manure has not been diluted as much as the domestic

waste. The content of nitrogen in this wastewater generally ranges from 50 to 2,000

milligrams per liter. When wastewater is applied, checks should be made to ensure

that nitrogen, heavy metals, and salts are not added in excessive amounts.

The ratings in the tables are for waste management systems that not only dispose

of and treat organic waste or wastewater but also are beneficial to crops (application

of manure and food-processing waste, application of sewage sludge, and disposal of

wastewater by irrigation) and for waste management systems that are designed only

for the purpose of wastewater disposal and treatment (overland flow of wastewater,

rapid infiltration of wastewater, and slow rate treatment of wastewater).

The ratings are both verbal and numerical. Rating class terms indicate the extent

to which the soils are limited by all of the soil features that affect agricultural waste

management. Not limited indicates that the soil has features that are very favorable

for the specified use. Good performance and very low maintenance can be expected.

Somewhat limited indicates that the soil has features that are moderately favorable for

the specified use. The limitations can be overcome or minimized by special planning,

design, or installation. Fair performance and moderate maintenance can be expected.

Very limited indicates that the soil has one or more features that are unfavorable for

the specified use. The limitations generally cannot be overcome without major soil

reclamation, special design, or expensive installation procedures. Poor performance

and high maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Application of manure and food-processing waste not only disposes of waste

material but also can improve crop production by increasing the supply of nutrients in

the soils where the material is applied. Manure is the excrement of livestock and

poultry, and food-processing waste is damaged fruit and vegetables and the peelings,

stems, leaves, pits, and soil particles removed in food preparation. The manure and

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.
414 Soil Survey

The ratings are based on the soil properties that affect absorption, plant growth,

microbial activity, erodibility, the rate at which the waste is applied, and the method by

which the waste is applied. The properties that affect absorption include permeability,

depth to a 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 that wind erosion or water erosion will

transport the waste material from the application site. Stones, cobbles, a water table,

ponding, and flooding can hinder the application of waste. Permanently frozen soils

are unsuitable for waste treatment.

Application of sewage sludge not only disposes of waste material but also can

improve crop production by increasing the supply of nutrients in the soils where the

material is applied. In the context of this table, sewage sludge is the residual product

of the treatment of municipal sewage. The solid component consists mainly of cell

mass, primarily bacteria cells that developed during secondary treatment and have

incorporated soluble organics into their own bodies. The sludge has small amounts of

sand, silt, and other solid debris. The content of nitrogen varies. Some sludge has

constituents that are toxic to plants or hazardous to the food chain, such as heavy

metals and exotic organic compounds, and should be analyzed chemically prior to

use.

The content of water in the sludge ranges from about 98 percent to less than 40

percent. The sludge is considered liquid if it is more than about 90 percent water,

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

water.

The ratings in the table are based on the soil properties that affect absorption,

plant growth, microbial activity, erodibility, the rate at which the sludge is applied, and

the method by which the sludge is applied. The properties that affect absorption, plant

growth, and microbial activity include permeability, depth to a 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 that wind

erosion or water erosion will transport the waste material from the application site.

Stones, cobbles, a water table, ponding, and flooding can hinder the application of

sludge. Permanently frozen soils are unsuitable for waste treatment.

Disposal of wastewater by irrigation not only disposes of municipal wastewater and

wastewater from food-processing plants, lagoons, and storage ponds but also can

improve crop production by increasing the amount of water available to crops. The

ratings in the table are based on the soil properties that affect the design,

construction, management, and performance of the irrigation system. The properties

that affect design and management include the sodium adsorption ratio, depth to a

water table, ponding, available water capacity, permeability, slope, and flooding. The

properties that affect construction include stones, cobbles, depth to bedrock or a

cemented pan, depth to a water table, and ponding. The properties that affect

performance include depth to bedrock or a cemented pan, bulk density, the sodium

adsorption ratio, salinity, reaction, and the cation-exchange capacity, which is used to

estimate the capacity of a soil to adsorb heavy metals. Permanently frozen soils are

not suitable for disposal of wastewater by irrigation.

Overland flow of wastewater is a process in which wastewater is applied to the

upper reaches of sloped land and allowed to flow across vegetated surfaces,

sometimes called terraces, to runoff-collection ditches. The length of the run generally

is 150 to 300 feet. The application rate ranges from 2.5 to 16.0 inches per week. It

commonly exceeds the rate needed for irrigation of cropland. The wastewater leaves

solids and nutrients on the vegetated surfaces as it flows downslope in a thin film.
Harper County, Oklahoma 415

Most of the water reaches the collection ditch, some is lost through

evapotranspiration, and a small amount may percolate to the ground water.

The ratings in the table are based on the soil properties that affect absorption,

plant growth, microbial activity, and the design and construction of the system.

Reaction and the cation-exchange capacity affect absorption. Reaction, salinity, and

the sodium adsorption ratio affect plant growth and microbial activity. Slope,

permeability, depth to a water table, ponding, flooding, depth to bedrock or a

cemented pan, stones, and cobbles affect design and construction. Permanently

frozen soils are unsuitable for waste treatment.

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. The

wastewater may eventually reach 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 ground-water 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. Depth to 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. Permanently frozen soils are unsuitable for waste treatment.

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 may

percolate 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, depth to a water table,

ponding, available water capacity, permeability, depth to bedrock or a cemented pan,

reaction, the cation-exchange 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. Permanently frozen soils

are unsuitable for waste treatment.
416 Soil Survey

Table 16a.--Agricultural Waste Management, Part I

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |
Harper County, Oklahoma 417

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Not limited | |Not limited | |Not limited |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.92

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | Low adsorption |1.00 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.10

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to bedrock |0.16 | Low adsorption |1.00 | Depth to bedrock |0.16

 | | | | Depth to bedrock |0.16 | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Too steep for |1.00

 | | Filtering |0.01 | Filtering |0.01 | surface |

 | | capacity | | capacity | | application |

 | | | | | | Too steep for |0.40

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
418 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Not limited | |Not limited | |Not limited |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.92

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.16 | Slope |0.16 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.40

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.92

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Leaching |0.45 | Droughty |0.01 | Droughty |0.01

 | | limitation | | | | |

 | | Droughty |0.01 | | | |

 | | | | | | |
Harper County, Oklahoma 419

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Leaching |0.45 | Slope |0.04 | Too steep for |1.00

 | | limitation | | | | surface |

 | | Slope |0.04 | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Farry---------------| 30 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | Filtering |0.01 | Filtering |0.01 | surface |

 | | capacity | | capacity | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | | | | | |
420 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | | | | | Too steep for |0.92

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Filtering |0.01 | Flooding |0.40 | Filtering |0.01

 | | capacity | | Filtering |0.01 | capacity |

 | | | | capacity | | |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.68

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Devol---------------| 32 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |1.00

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.10

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
Harper County, Oklahoma 421

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GDGE: | | | | | | |

 Grandmore-----------| 20 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Flooding |0.60 | Flooding |1.00 | Salinity |1.00

 | | Salinity |0.50 | Salinity |1.00 | Flooding |0.60

 | | Droughty |0.05 | Droughty |0.05 | Droughty |0.05

 | | Sodium content |0.02 | Sodium content |0.02 | Sodium content |0.02

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | | | Flooding |0.40 | |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Salinity |0.50 | Salinity |1.00 | Salinity |1.00

 | | Sodium content |0.02 | Flooding |0.40 | Sodium content |0.02

 | | | | Sodium content |0.02 | |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Salinity |0.50 | Salinity |1.00 | Salinity |1.00

 | | Sodium content |0.02 | Flooding |0.40 | Sodium content |0.02

 | | Filtering |0.01 | Sodium content |0.02 | Filtering |0.01

 | | capacity | | Filtering |0.01 | capacity |

 | | | | capacity | | |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

 Grandmore-----------| 40 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |
422 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Grandmore-----------| 25 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Too steep for |0.82

 | | permeability | | permeability | | surface |

 | | | | | | application |

 | | | | | | Restricted |0.31

 | | | | | | permeability |

 | | | | | | Too steep for |0.01

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 423

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.70 | Droughty |0.70 | Too steep for |1.00

 | | Leaching |0.45 | Slope |0.04 | surface |

 | | limitation | | | | application |

 | | Slope |0.04 | | | Droughty |0.70

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.60 | Droughty |0.60 | Droughty |0.60

 | | Leaching |0.45 | | | |

 | | limitation | | | | |

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.68

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Hardeman------------| 35 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |1.00

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.10

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Leaching |0.45 | Flooding |0.40 | Droughty |0.24

 | | limitation | | Droughty |0.24 | |

 | | Droughty |0.24 | | | |

 | | | | | | |
424 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LiJC: | | | | | | |

 Jester--------------| 49 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.62 | Droughty |0.62 | Droughty |0.62

 | | Leaching |0.45 | Flooding |0.40 | |

 | | limitation | | | | |

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.72 | Droughty |0.72 | Droughty |0.72

 | | Leaching |0.45 | | | |

 | | limitation | | | | |

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Droughty |0.58 | Droughty |0.58 | Droughty |0.58

 | | Leaching |0.45 | | | |

 | | limitation | | | | |

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Leaching |0.45 | Flooding |0.40 | Restricted |0.31

 | | limitation | | Restricted |0.31 | permeability |

 | | Restricted |0.41 | permeability | | Droughty |0.18

 | | permeability | | Droughty |0.18 | |

 | | Droughty |0.18 | | | |

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Very limited | |Very limited | |Very limited |

 | | Depth to cemented|1.00 | Droughty |1.00 | Droughty |1.00

 | | pan | | Depth to cemented|1.00 | Depth to cemented|1.00

 | | Droughty |1.00 | pan | | pan |

 | | Runoff limitation|0.40 | Low adsorption |1.00 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.10

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Depth to |0.43 | Depth to |0.43 | Depth to |0.43

 | | saturated zone | | saturated zone | | saturated zone |

 | | Restricted |0.41 | Flooding |0.40 | Restricted |0.31

 | | permeability | | Restricted |0.31 | permeability |

 | | | | permeability | | |

 | | | | | | |
Harper County, Oklahoma 425

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | Leaching |0.45 | Droughty |0.41 | Droughty |0.41

 | | limitation | | | | |

 | | Droughty |0.41 | | | |

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

 Likes---------------| 22 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.73 | Droughty |0.73 | Droughty |0.73

 | | Leaching |0.45 | | | |

 | | limitation | | | | |

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Likes---------------| 22 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.72 | Droughty |0.72 | Droughty |0.72

 | | Leaching |0.45 | | | Too steep for |0.08

 | | limitation | | | | surface |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.08

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
426 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | Filtering |0.01 | Filtering |0.01 | surface |

 | | capacity | | capacity | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Likes---------------| 22 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.72 | Droughty |0.72 | Too steep for |1.00

 | | Leaching |0.45 | Slope |0.04 | surface |

 | | limitation | | | | application |

 | | Slope |0.04 | | | Droughty |0.72

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 21 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | Filtering |0.01 | Filtering |0.01 | surface |

 | | capacity | | capacity | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 427

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | Filtering |0.01 | Filtering |0.01 | surface |

 | | capacity | | capacity | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Mansic--------------| 27 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 23 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | | Filtering |0.01 | Filtering |0.01 | surface |

 | | capacity | | capacity | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Mansic--------------| 26 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 25 |Very limited | |Very limited | |Very limited |

 | | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |
428 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.92

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Too steep for |0.08

 | | layer | | | | surface |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 33 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to bedrock |0.46 | Low adsorption |1.00 | Depth to bedrock |0.46

 | | Droughty |0.01 | Depth to bedrock |0.46 | Too steep for |0.08

 | | | | Droughty |0.01 | surface |

 | | | | | | application |

 | | | | | | Droughty |0.01

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | Too steep for |0.92

 | | Droughty |1.00 | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 429

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWD: | | | | | | |

 Woodward------------| 30 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to bedrock |0.84 | Low adsorption |1.00 | Too steep for |0.92

 | | Droughty |0.25 | Depth to bedrock |0.84 | surface |

 | | | | Droughty |0.25 | application |

 | | | | | | Depth to bedrock |0.84

 | | | | | | Droughty |0.25

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | | layer | | Droughty |1.00 | surface |

 | | Droughty |1.00 | Slope |0.04 | application |

 | | Slope |0.04 | | | Droughty |1.00

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 24 |Very limited | |Very limited | |Very limited |

 | | Depth to dense |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | | layer | | Depth to bedrock |0.97 | surface |

 | | Depth to bedrock |0.97 | Droughty |0.63 | application |

 | | Droughty |0.63 | Slope |0.04 | Depth to bedrock |0.97

 | | Slope |0.04 | | | Droughty |0.63

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | Too steep for |1.00

 | | Droughty |1.00 | Slope |1.00 | surface |

 | | Slope |1.00 | | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Very limited | |Very limited | |Very limited |

 | | Depth to dense |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | | layer | | Depth to bedrock |0.97 | surface |

 | | Depth to bedrock |0.97 | Slope |0.84 | application |

 | | Slope |0.84 | Droughty |0.62 | Depth to bedrock |0.97

 | | Droughty |0.62 | | | Too steep for |0.90

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Droughty |0.62

 | | | | | | |
430 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | Too steep for |1.00

 | | Droughty |1.00 | Slope |1.00 | surface |

 | | Slope |1.00 | | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------------| 17 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | Too steep for |1.00

 | | Droughty |1.00 | Slope |0.04 | surface |

 | | Slope |0.04 | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 38 |Somewhat limited | |Very limited | |Very limited |

 | | Depth to bedrock |0.84 | Low adsorption |1.00 | Too steep for |1.00

 | | Droughty |0.40 | Depth to bedrock |0.84 | surface |

 | | Slope |0.04 | Droughty |0.40 | application |

 | | | | Slope |0.04 | Depth to bedrock |0.84

 | | | | | | Droughty |0.40

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Deepwood------------| 12 |Somewhat limited | |Somewhat limited | |Very limited |

 | | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | |

 | | Droughty |1.00 | | | |

 | | | | | | |

 Woodward------------| 23 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to bedrock |0.01 | Low adsorption |1.00 | Depth to bedrock |0.01

 | | | | Depth to bedrock |0.01 | |

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |
Harper County, Oklahoma 431

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | | | | Slope |1.00 | surface |

 | | | | | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | | saturated zone | | saturated zone | | saturated zone |

 | | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | Runoff limitation|0.40 | | | |

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Not limited | |Not limited | |Not limited |

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.92

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.92

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
432 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Not limited | |Somewhat limited | |Not limited |

 | | | | Flooding |0.40 | |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Salinity |0.06 | Salinity |0.50 | Salinity |0.50

 | | | | Flooding |0.40 | |

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | | permeability | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Restricted |0.41 | Restricted |0.31 | Too steep for |0.68

 | | permeability | | permeability | | surface |

 | | | | | | application |

 | | | | | | Restricted |0.31

 | | | | | | permeability |

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Depth to bedrock |0.46 | Low adsorption |1.00 | Depth to bedrock |0.46

 | | Runoff limitation|0.40 | Depth to bedrock |0.46 | Too steep for |0.32

 | | Droughty |0.04 | Droughty |0.04 | surface |

 | | | | | | application |

 | | | | | | Droughty |0.04

 | | | | | | |

 Wellsford-----------| 33 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Droughty |1.00 | Droughty |1.00

 | | permeability | | Restricted |1.00 | Restricted |1.00

 | | Depth to bedrock |1.00 | permeability | | permeability |

 | | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | | layer | | Sodium content |0.08 | surface |

 | | Runoff limitation|0.40 | | | application |

 | | | | | | Too steep for |0.10

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 433

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Not limited | |Not limited | |Not limited |

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Not limited | |Not limited | |Somewhat limited |

 | | | | | | Too steep for |0.68

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Runoff limitation|0.40 | Low adsorption |1.00 | |

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | |

 | | Droughty |1.00 | | | |

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Droughty |0.60 | Droughty |0.60 | Droughty |0.60

 | | Leaching |0.45 | | | |

 | | limitation | | | | |

 | | | | | | |
434 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Leaching |0.45 | Droughty |0.44 | Too steep for |1.00

 | | limitation | | Slope |0.04 | surface |

 | | Droughty |0.44 | | | application |

 | | Slope |0.04 | | | Droughty |0.44

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Very limited | |Very limited | |Very limited |

 | | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | | capacity | | capacity | | capacity |

 | | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | | Droughty |0.58 | Droughty |0.58 | surface |

 | | Leaching |0.45 | | | application |

 | | limitation | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Droughty |0.58

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Sodium content |0.68 | Low adsorption |1.00 | Sodium content |0.68

 | | Droughty |0.45 | Sodium content |0.68 | Droughty |0.45

 | | Runoff limitation|0.40 | Droughty |0.45 | Depth to bedrock |0.16

 | | Depth to bedrock |0.16 | Depth to bedrock |0.16 | |

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Sodium content |0.68 | Low adsorption |1.00 | Sodium content |0.68

 | | Runoff limitation|0.40 | Sodium content |0.68 | Droughty |0.35

 | | Droughty |0.35 | Droughty |0.35 | Depth to bedrock |0.10

 | | Depth to bedrock |0.10 | Depth to bedrock |0.10 | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Droughty |0.94 | Low adsorption |1.00 | Droughty |0.94

 | | Depth to bedrock |0.80 | Droughty |0.94 | Too steep for |0.92

 | | Sodium content |0.68 | Depth to bedrock |0.80 | surface |

 | | Runoff limitation|0.40 | Sodium content |0.68 | application |

 | | | | | | Depth to bedrock |0.80

 | | | | | | Sodium content |0.68

 | | | | | | |
Harper County, Oklahoma 435

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Runoff limitation|0.40 | Low adsorption |1.00 | Droughty |0.11

 | | Droughty |0.11 | Droughty |0.11 | Depth to bedrock |0.01

 | | Depth to bedrock |0.01 | Depth to bedrock |0.01 | Filtering |0.01

 | | Filtering |0.01 | Filtering |0.01 | capacity |

 | | capacity | | capacity | | |

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Runoff limitation|0.40 | Low adsorption |1.00 | Droughty |0.15

 | | Droughty |0.15 | Droughty |0.15 | Too steep for |0.08

 | | Depth to bedrock |0.03 | Depth to bedrock |0.03 | surface |

 | | Filtering |0.01 | Filtering |0.01 | application |

 | | capacity | | capacity | | Depth to bedrock |0.03

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Runoff limitation|0.40 | | | |

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Runoff limitation|0.40 | | | |

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Very limited | |Very limited | |Very limited |

 | | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | | permeability | | permeability | | permeability |

 | | Runoff limitation|0.40 | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |
436 Soil Survey

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WQHE: | | | | | | |

 Quinlan-------------| 30 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | Too steep for |0.92

 | | Droughty |1.00 | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Hardeman------------| 22 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Filtering |0.01 | Too steep for |0.92

 | | capacity | | capacity | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.02

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to bedrock |0.84 | Low adsorption |1.00 | Depth to bedrock |0.84

 | | Droughty |0.25 | Depth to bedrock |0.84 | Droughty |0.25

 | | | | Droughty |0.25 | |

 | | | | | | |

 Quinlan-------------| 43 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | |

 | | Droughty |1.00 | | | |

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Depth to bedrock |0.46 | Low adsorption |1.00 | Depth to bedrock |0.46

 | | Droughty |0.01 | Depth to bedrock |0.46 | Too steep for |0.08

 | | | | Droughty |0.01 | surface |

 | | | | | | application |

 | | | | | | Droughty |0.01

 | | | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to dense |1.00 | Low adsorption |1.00 | Droughty |1.00

 | | layer | | Droughty |1.00 | Too steep for |0.08

 | | Droughty |1.00 | | | surface |

 | | | | | | application |

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Flooding |0.40 | Filtering |0.01

 | | capacity | | Filtering |0.01 | capacity |

 | | | | capacity | | |

 | | | | | | |
Harper County, Oklahoma 437

Table 16a.--Agricultural Waste Management, Part I--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Application of | Application | Disposal of

 and soil name | of | manure and food- | of sewage sludge | wastewater

 |map | processing waste | | by irrigation

 |unit|_________________________|_________________________|_________________________

 | | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | | Filtering |0.01 | Flooding |0.40 | Filtering |0.01

 | | capacity | | Filtering |0.01 | capacity |

 | | | | capacity | | |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Somewhat limited | |Very limited | |Somewhat limited |

 | | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | | capacity | | capacity | | capacity |

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
438 Soil Survey

Table 16b.--Agricultural Waste Management, Part II

[The information in this table indicates the dominant soil condition but does not eliminate the need

 for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. See text for further explanation of ratings in

 this table]

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AbbA: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | Too level |0.50 | permeability | | permeability |

 | | | | | | |

AbbB: | | | | | | |

 Abbie---------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | |

AbbB2: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | |

AbbC: | | | | | | |

 Abbie---------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

AbbC2: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

AbsB: | | | | | | |

 Abilene-------------| 85 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | |

AclA: | | | | | | |

 Abbie---------------| 87 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | Too level |0.50 | permeability | | permeability |

 | | | | | | |

AflB: | | | | | | |

 Abbie---------------|100 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.61 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |
Harper County, Oklahoma 439

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

AflC: | | | | | | |

 Abbie---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

BdaB: | | | | | | |

 Berda---------------| 84 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

BdaC: | | | | | | |

 Berda---------------| 80 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

BdaD: | | | | | | |

 Berda---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood----------| 37 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.22 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 28 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Vinson--------------| 12 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

DAM: | | | | | | |

 Dam-----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

DevE: | | | | | | |

 Devol---------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |0.78 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.78

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
440 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

DpwB: | | | | | | |

 Deepwood------------| 82 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

DpwC: | | | | | | |

 Deepwood------------| 79 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

DpwE: | | | | | | |

 Deepwood------------| 89 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |0.78 | Restricted |1.00 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.78

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

DvlB: | | | | | | |

 Devol---------------| 83 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

DvlC: | | | | | | |

 Devol---------------| 93 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

DvlD: | | | | | | |

 Devol---------------| 90 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Slope |0.88 | Too steep for |0.92

 | | Too steep for |0.06 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

EdlC: | | | | | | |

 Eda-----------------| 86 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | | | | | capacity |

 | | | | | | |
Harper County, Oklahoma 441

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

EdlE: | | | | | | |

 Eda-----------------| 75 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | | Too steep for |0.50 | | | capacity |

 | | surface | | | | Too steep for |1.00

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

FayB: | | | | | | |

 Farry---------------| 93 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

FayC: | | | | | | |

 Farry---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone------------| 70 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | | Too steep for |0.50 | Restricted |0.31 | capacity |

 | | surface | | permeability | | Too steep for |1.00

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Farry---------------| 30 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

FrkA: | | | | | | |

 Frankirk------------| 77 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | Too level |0.50 | permeability | | permeability |

 | | | | | | |

FrkB: | | | | | | |

 Frankirk------------| 85 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | |

FtnB: | | | | | | |

 Fortyone------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |1.00

 | | | | permeability | | capacity |

 | | | | | | |
442 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

FtnC: | | | | | | |

 Fortyone------------|100 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |1.00

 | | | | permeability | | capacity |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

FtnD: | | | | | | |

 Fortyone------------| 90 |Very limited | |Somewhat limited | |Very limited |

 | | Seepage |1.00 | Slope |0.88 | Filtering |1.00

 | | Too steep for |0.06 | Restricted |0.31 | capacity |

 | | surface | | permeability | | Too steep for |0.92

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

GcsA: | | | | | | |

 Gracemore-----------| 85 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | | Depth to |1.00 | saturated zone | | saturated zone |

 | | saturated zone | | Restricted |1.00 | Filtering |0.01

 | | Too level |0.50 | permeability | | capacity |

 | | Flooding |0.40 | | | |

 | | | | | | |

GdfB: | | | | | | |

 Grandfield----------| 94 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield----------| 92 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

GDGE: | | | | | | |

 Grandfield----------| 48 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.68

 | | | | permeability | | surface |

 | | | | Slope |0.50 | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Devol---------------| 32 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |0.22 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
Harper County, Oklahoma 443

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

GDGE: | | | | | | |

 Grandmore-----------| 20 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

GdmB: | | | | | | |

 Grandmore-----------| 86 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

GfsA: | | | | | | |

 Gracemore-----------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Depth to |1.00 | Depth to |1.00

 | | Seepage |1.00 | saturated zone | | saturated zone |

 | | Depth to |1.00 | Flooding |0.60 | Salinity |1.00

 | | saturated zone | | Restricted |0.31 | Flooding |0.60

 | | Too level |0.50 | permeability | | Sodium content |0.02

 | | Salinity |0.13 | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

GmrA: | | | | | | |

 Gracemont-----------| 91 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | | Depth to |1.00 | saturated zone | | saturated zone |

 | | saturated zone | | Restricted |0.61 | |

 | | Too level |0.50 | permeability | | |

 | | Flooding |0.40 | | | |

 | | | | | | |

GmsA: | | | | | | |

 Gracemont-----------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | | Depth to |1.00 | saturated zone | | saturated zone |

 | | saturated zone | | Restricted |0.61 | Salinity |1.00

 | | Too level |0.50 | permeability | | Sodium content |0.02

 | | Flooding |0.40 | | | |

 | | Salinity |0.13 | | | |

 | | | | | | |

GrmA: | | | | | | |

 Gracemore-----------| 95 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | | Depth to |1.00 | saturated zone | | saturated zone |

 | | saturated zone | | Restricted |1.00 | Salinity |1.00

 | | Too level |0.50 | permeability | | Sodium content |0.02

 | | Flooding |0.40 | | | Filtering |0.01

 | | Salinity |0.13 | | | capacity |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman------------| 60 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

 Grandmore-----------| 40 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
444 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

HdGC: | | | | | | |

 Hardeman------------| 70 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Grandmore-----------| 25 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

HdmB: | | | | | | |

 Hardeman------------| 85 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

HdmC: | | | | | | |

 Hardeman------------| 90 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

IreA: | | | | | | |

 Irene---------------| 97 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | Too level |0.50 | permeability | | permeability |

 | | | | | | |

IreB: | | | | | | |

 Irene---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | |

IreC: | | | | | | |

 Irene---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

IreD: | | | | | | |

 Irene---------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.82

 | | Too steep for |0.01 | permeability | | surface |

 | | surface | | Slope |0.72 | application |

 | | application | | | | Restricted |0.21

 | | | | | | permeability |

 | | | | | | Too steep for |0.01

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 445

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

JssF: | | | | | | |

 Jester--------------|100 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | | Too steep for |0.50 | | | capacity |

 | | surface | | | | Too steep for |1.00

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

JstC: | | | | | | |

 Jester--------------| 94 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | | | | | capacity |

 | | | | | | |

KidB: | | | | | | |

 Kingsdown-----------|100 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown-----------| 60 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Slope |0.50 | Too steep for |0.68

 | | | | Restricted |0.31 | surface |

 | | | | permeability | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Hardeman------------| 35 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |0.22 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

LgtA: | | | | | | |

 Lugert--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Restricted |1.00 | Flooding |0.60

 | | Seepage |1.00 | permeability | | |

 | | Too level |0.50 | Flooding |0.60 | |

 | | | | | | |

LiJC: | | | | | | |

 Lincoln-------------| 51 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | Too level |0.50 | | | capacity |

 | | Flooding |0.40 | | | |

 | | | | | | |

 Jester--------------| 49 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | Flooding |0.40 | | | capacity |

 | | | | | | |

LikB: | | | | | | |

 Likes---------------|100 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | | | | | capacity |

 | | | | | | |
446 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

LisA: | | | | | | |

 Lincoln-------------|100 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Filtering |1.00

 | | Seepage |1.00 | | | capacity |

 | | Too level |0.50 | | | Flooding |1.00

 | | | | | | |

LncA: | | | | | | |

 Lincoln-------------|100 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.69 | Restricted |1.00 | Filtering |1.00

 | | Too level |0.50 | permeability | | capacity |

 | | Flooding |0.40 | | | Restricted |0.21

 | | | | | | permeability |

 | | | | | | |

LRoE: | | | | | | |

 Laverne-------------| 70 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | | Depth to cemented|1.00 | pan | | pan |

 | | pan | | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.22 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 20 |Not rated | |Not rated | |Not rated |

 | | | | | | |

LshA: | | | | | | |

 Lesho---------------| 83 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.69 | Restricted |1.00 | Filtering |1.00

 | | Too level |0.50 | permeability | | capacity |

 | | Depth to |0.43 | Depth to |1.00 | Depth to |0.43

 | | saturated zone | | saturated zone | | saturated zone |

 | | Flooding |0.40 | | | Restricted |0.21

 | | | | | | permeability |

 | | | | | | |

LsoA: | | | | | | |

 Lincoln-------------| 83 |Very limited | |Somewhat limited | |Very limited |

 | | Flooding |1.00 | Flooding |0.60 | Filtering |1.00

 | | Seepage |1.00 | | | capacity |

 | | Too level |0.50 | | | Flooding |0.60

 | | | | | | |

M-W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

 Likes---------------| 22 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | | | | | capacity |

 | | | | | | |

 Berda---------------| 21 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |
Harper County, Oklahoma 447

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Likes---------------| 22 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | | | | | capacity |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 21 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie------------| 45 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Likes---------------| 22 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | | Too steep for |0.50 | | | capacity |

 | | surface | | | | Too steep for |1.00

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 21 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

MnsB: | | | | | | |

 Mansic--------------| 94 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |
448 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

MnsC: | | | | | | |

 Mansic--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

MsnB: | | | | | | |

 Manson--------------| 95 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

MsnC: | | | | | | |

 Manson--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

MsnC2: | | | | | | |

 Manson--------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

OMBE: | | | | | | |

 Oklark--------------| 43 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

 Mansic--------------| 27 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 23 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

OMBG: | | | | | | |

 Oklark--------------| 33 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |
Harper County, Oklahoma 449

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

OMBG: | | | | | | |

 Mansic--------------| 26 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | Restricted |1.00 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Berda---------------| 25 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | Restricted |1.00 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

PdoA: | | | | | | |

 Paloduro------------|100 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | Too level |0.50 | permeability | | |

 | | | | | | |

PdoB: | | | | | | |

 Paloduro------------|100 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

PIT: | | | | | | |

 Pits----------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

PlmB: | | | | | | |

 Plemons-------------|100 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

PlmC: | | | | | | |

 Plemons-------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

PlmD: | | | | | | |

 Plemons-------------| 90 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
450 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan-------------| 67 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |0.61 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 33 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

QnWD: | | | | | | |

 Quinlan-------------| 48 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 30 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QnWE: | | | | | | |

 Quinlan-------------| 72 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 24 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QRWG: | | | | | | |

 Quinlan-------------| 50 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 451

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QRWG: | | | | | | |

 Rock outcrop--------| 33 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Woodward------------| 17 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

QRYG: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Rock outcrop--------| 18 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Yomont--------------| 17 |Very limited | |Very limited | |Very limited |

 | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | | | permeability | | capacity |

 | | | | | | |

QWDE: | | | | | | |

 Quinlan-------------| 41 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Woodward------------| 38 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Deepwood------------| 12 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | | Too steep for |0.50 | permeability | | surface |

 | | surface | | Slope |1.00 | application |

 | | application | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |
452 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

QWRC: | | | | | | |

 Quinlan-------------| 58 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

 Woodward------------| 23 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

 Rock outcrop--------| 10 |Not rated | |Not rated | |Not rated |

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop--------| 55 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Cottonwood----------| 30 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | | Too steep for |1.00 | Restricted |1.00 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

RssA: | | | | | | |

 Rosston-------------|100 |Very limited | |Very limited | |Very limited |

 | | Depth to |1.00 | Restricted |1.00 | Depth to |1.00

 | | saturated zone | | permeability | | saturated zone |

 | | Ponding |1.00 | Depth to |1.00 | Restricted |1.00

 | | Too level |0.50 | saturated zone | | permeability |

 | | | | Ponding |1.00 | Ponding |1.00

 | | | | | | |

SAL: | | | | | | |

 Salt flats----------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

SelA: | | | | | | |

 Selman--------------| 96 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | Too level |0.50 | permeability | | |

 | | | | | | |

SelB: | | | | | | |

 Selman--------------| 92 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

SelC: | | | | | | |

 Selman--------------| 87 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

SelC2: | | | | | | |

 Selman--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |
Harper County, Oklahoma 453

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

SelD: | | | | | | |

 Selman--------------| 94 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

SelD2: | | | | | | |

 Selman--------------| 81 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

SprA: | | | | | | |

 Spur----------------| 87 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | Too level |0.50 | permeability | | |

 | | Flooding |0.40 | | | |

 | | | | | | |

SpsA: | | | | | | |

 Spur----------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Salinity |0.50

 | | Too level |0.50 | permeability | | |

 | | Flooding |0.40 | | | |

 | | | | | | |

StpA: | | | | | | |

 St. Paul------------| 92 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | Too level |0.50 | permeability | | permeability |

 | | | | | | |

StpB: | | | | | | |

 St. Paul------------| 93 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | |

StpC: | | | | | | |

 St. Paul------------| 95 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Restricted |0.21

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

StpD: | | | | | | |

 St. Paul------------| 96 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.68

 | | | | permeability | | surface |

 | | | | Slope |0.50 | application |

 | | | | | | Restricted |0.21

 | | | | | | permeability |

 | | | | | | |
454 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TeWE: | | | | | | |

 Teagard-------------| 53 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | | | permeability | | Restricted |1.00

 | | | | Depth to bedrock |1.00 | permeability |

 | | | | Slope |0.12 | Too steep for |0.32

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

 Wellsford-----------| 33 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | Too steep for |0.22 | permeability | | Restricted |1.00

 | | surface | | Depth to bedrock |1.00 | permeability |

 | | application | | Slope |1.00 | Too steep for |1.00

 | | Sodium content |0.08 | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.22

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Sodium content |0.08

 | | | | | | |

TexA: | | | | | | |

 Texroy--------------|100 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | Too level |0.50 | permeability | | |

 | | | | | | |

TexB: | | | | | | |

 Texroy--------------|100 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

TexC: | | | | | | |

 Texroy--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

TipA: | | | | | | |

 Tipton--------------| 95 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | Too level |0.50 | permeability | | |

 | | | | | | |

TipB: | | | | | | |

 Tipton--------------|100 |Very limited | |Very limited | |Not limited |

 | | Seepage |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

TipC: | | | | | | |

 Tipton--------------|100 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

TipD: | | | | | | |

 Tipton--------------| 87 |Very limited | |Very limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |1.00 | Too steep for |0.68

 | | | | permeability | | surface |

 | | | | Slope |0.50 | application |

 | | | | | | |
Harper County, Oklahoma 455

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

TRQC: | | | | | | |

 Talpa---------------| 53 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

 Rock outcrop--------| 25 |Not rated | |Not rated | |Not rated |

 | | | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

TvlC: | | | | | | |

 Tivoli--------------| 85 |Very limited | |Not limited | |Very limited |

 | | Seepage |1.00 | | | Filtering |1.00

 | | | | | | capacity |

 | | | | | | |

TvlE: | | | | | | |

 Tivoli--------------| 88 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | | Too steep for |0.50 | | | capacity |

 | | surface | | | | Too steep for |1.00

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |0.50

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

TvlG: | | | | | | |

 Tivoli--------------| 97 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | | Too steep for |1.00 | | | capacity |

 | | surface | | | | Too steep for |1.00

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Too steep for |1.00

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

VerB: | | | | | | |

 Vernon--------------| 75 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | Sodium content |0.68 | permeability | | Restricted |1.00

 | | | | Depth to bedrock |1.00 | permeability |

 | | | | | | Sodium content |0.68

 | | | | | | |

VerC: | | | | | | |

 Vernon--------------| 69 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | Sodium content |0.68 | permeability | | Restricted |1.00

 | | | | Depth to bedrock |1.00 | permeability |

 | | | | | | Sodium content |0.68

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |
456 Soil Survey

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

VerD: | | | | | | |

 Vernon--------------| 80 |Very limited | |Very limited | |Very limited |

 | | Depth to bedrock |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | Sodium content |0.68 | permeability | | Restricted |1.00

 | | Too steep for |0.06 | Depth to bedrock |1.00 | permeability |

 | | surface | | Slope |0.88 | Too steep for |0.92

 | | application | | | | surface |

 | | | | | | application |

 | | | | | | Sodium content |0.68

 | | | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

VrrB: | | | | | | |

 Vernon--------------| 86 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | permeability | | Restricted |1.00

 | | | | Depth to bedrock |1.00 | permeability |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

VrrC: | | | | | | |

 Vernon--------------| 76 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | permeability | | Restricted |1.00

 | | | | Depth to bedrock |1.00 | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

W: | | | | | | |

 Water---------------|100 |Not rated | |Not rated | |Not rated |

 | | | | | | |

WodA: | | | | | | |

 Woods---------------| 80 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.69 | Restricted |1.00 | Restricted |1.00

 | | Too level |0.50 | permeability | | permeability |

 | | | | | | |

WodB: | | | | | | |

 Woods---------------| 86 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.69 | Restricted |1.00 | Restricted |1.00

 | | | | permeability | | permeability |

 | | | | | | |

WodC: | | | | | | |

 Woods---------------|100 |Somewhat limited | |Very limited | |Very limited |

 | | Seepage |0.69 | Restricted |1.00 | Restricted |1.00

 | | | | permeability | | permeability |

 | | | | | | Too steep for |0.08

 | | | | | | surface |

 | | | | | | application |

 | | | | | | |

WQHE: | | | | | | |

 Westola-------------| 48 |Very limited | |Very limited | |Somewhat limited |

 | | Flooding |1.00 | Restricted |1.00 | Flooding |0.60

 | | Seepage |1.00 | permeability | | Filtering |0.01

 | | Too level |0.50 | Flooding |0.60 | capacity |

 | | | | | | |
Harper County, Oklahoma 457

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

WQHE: | | | | | | |

 Quinlan-------------| 30 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.92

 | | Too steep for |0.06 | permeability | | surface |

 | | surface | | Slope |0.88 | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | |

 Hardeman------------| 22 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Slope |0.88 | Too steep for |0.92

 | | Too steep for |0.06 | Restricted |0.31 | surface |

 | | surface | | permeability | | application |

 | | application | | | | Too steep for |0.06

 | | | | | | sprinkler |

 | | | | | | application |

 | | | | | | Filtering |0.01

 | | | | | | capacity |

 | | | | | | |

WQnB: | | | | | | |

 Woodward------------| 45 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

 Quinlan-------------| 43 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | | permeability | | |

 | | | | | | |

WQnC: | | | | | | |

 Woodward------------| 56 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

 Quinlan-------------| 22 |Very limited | |Very limited | |Very limited |

 | | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | | permeability | | surface |

 | | | | | | application |

 | | | | | | |

WslA: | | | | | | |

 Westola-------------| 75 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |0.60 | Flooding |0.60

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | Too level |0.50 | permeability | | capacity |

 | | | | | | |

WstA: | | | | | | |

 Westola-------------| 88 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | Too level |0.50 | permeability | | capacity |

 | | Flooding |0.40 | | | |

 | | | | | | |
458

Table 16b.--Agricultural Waste Management, Part II--Continued

________________________________________________________________________________________________________

 | | | |

 Map symbol |Pct.| Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of | of wastewater | of wastewater | of wastewater

 |map |_________________________|_________________________|_________________________

 |unit| Rating class and |Value| Rating class and |Value| Rating class and |Value

 | | limiting features | | limiting features | | limiting features |

_____________________|____|___________________|_____|___________________|_____|___________________|_____

 | | | | | | |

YmrA: | | | | | | |

 Yomont--------------|100 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | Too level |0.50 | permeability | | capacity |

 | | Flooding |0.40 | | | |

 | | | | | | |

YmtA: | | | | | | |

 Yomont--------------| 94 |Very limited | |Somewhat limited | |Somewhat limited |

 | | Flooding |1.00 | Flooding |0.60 | Flooding |0.60

 | | Seepage |1.00 | Restricted |0.31 | Filtering |0.01

 | | Too level |0.50 | permeability | | capacity |

 | | | | | | |

_____________________|____|___________________|_____|___________________|_____|___________________|_____
459

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, “Engineering Index Properties,” 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.

Texture is given in the standard terms used by the U.S. Department of Agriculture.

These terms are defined according to percentages of sand, silt, and clay in the

fraction of the soil that is less than 2 millimeters in diameter. “Loam,” for example, is

soil that is 7 to 27 percent clay, 28 to 50 percent silt, and less than 52 percent sand. If

the content of particles coarser than sand is as much as 15 percent, an appropriate

modifier is added, for example, “gravelly.” Textural terms are defined in the Glossary.

Classification of the soils is determined according to the system adopted by the

American Association of State Highway and Transportation Officials (AASHTO, 1998)

and the Unified soil classification system (ASTM, 1998).

The Unified system classifies soils according to properties that affect their use as

construction material. Soils are classified according to grain-size distribution of the

fraction less than 3 inches in diameter and according to plasticity index, liquid limit,

and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM,

GC, SW, SP, SM, and SC; silty and clayey soils as ML, CL, OL, MH, CH, and OH; and

highly organic soils as PT. Soils exhibiting engineering properties of two groups can

have a dual classification, for example, SP-SM.

The AASHTO system classifies soils according to those properties that affect

roadway construction and maintenance. In this system, the fraction of a mineral soil

that is less than 3 inches in diameter is classified in one of seven groups from A-1

through A-7 on the basis of grain-size distribution, liquid limit, and plasticity index.

Soil Properties
460 Soil Survey

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.
Table 17.--Engineering Index Properties [Absence of an entry indicates that the data were not estimated] __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | AbbA: | | | | | | | | | |  Abbie-----------| 0-12 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 12-23 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 23-42 |Clay loam, |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 42-80 |Loam, sandy |SM, SC, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, sandy | CL | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | AbbB: | | | | | | | | | |  Abbie-----------| 0-12 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 12-24 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 24-44 |Clay loam, |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 44-49 |Loam |ML, CL, SC, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | | SM | | | | | | |  | 49-91 |Clay loam |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | | | | | | | | | AbbB2: | | | | | | | | | |  Abbie-----------| 0-7 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 7-17 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 17-32 |Clay loam, |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 32-42 |Clay loam, |SM, SC, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | sandy loam, | CL | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 42-80 |Sandy clay |ML, SC, SM, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, loam, | CL | | | | | | |  | | sandy loam, | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | AbbC: | | | | | | | | | |  Abbie-----------| 0-14 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 14-26 |Sandy clay |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | | loam, loam, | | | | | | | |  | | clay loam | | | | | | | |  | 26-38 |Sandy clay |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | | loam, loam, | | | | | | | |  | | clay loam | | | | | | | |  | 38-56 |Loam, clay |CL, SC |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | sandy loam | | | | | | | |  | 56-80 |Loam, sandy |SM, SC, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, clay | CL | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | AbbC2: | | | | | | | | | |  Abbie-----------| 0-12 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 12-23 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 23-37 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 37-51 |Loam, clay |CL, SC |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 51-80 |Sandy loam, |CL, ML, SC, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, clay | SM | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | AbsB: | | | | | | | | | |  Abilene---------| 0-9 |Silt loam |CL |A-4, A-6 | 0 | 0 |98-100|96-100|90-100| | 9-18 |Silty clay |CL |A-4, A-6 | 0 | 0 |98-100|96-100|90-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 18-26 |Silty clay, |CH, CL |A-6, A-7 | 0 | 0 |98-100|96-100|90-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 26-57 |Silty clay, |CL |A-6, A-7-6 | 0 | 0 |90-100|88-100|80-98 | | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 57-80 |Silty clay, |CL, CH |A-6, A-7 | 0 | 0 |98-100|96-100|90-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | AclA: | | | | | | | | | |  Abbie-----------| 0-13 |Clay loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 13-24 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 24-61 |Sandy clay |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | loam, loam, | | | | | | | |  | | clay loam | | | | | | | |  | 61-67 |Clay loam |SM, SC, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | | CL | | | | | | |  | 67-80 |Sandy clay loam|SM, CL, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | | SC | | | | | | |  | | | | | | | | | | AflB: | | | | | | | | | |  Abbie-----------| 0-7 |Fine sandy loam|SM, SC-SM, ML|A-2, A-4 | 0 | 0 |95-100|90-100|85-100| | 7-14 |Clay loam, |ML, SM, SC, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, sandy | CL | | | | | | |  | | clay loam | | | | | | | |  | 14-47 |Loam, sandy |CL, ML, SC, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | clay loam, | SM | | | | | | |  | | clay loam | | | | | | | |  | 47-80 |Clay loam, |CL, ML, SM, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, sandy | SC | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | AflC: | | | | | | | | | |  Abbie-----------| 0-13 |Fine sandy loam|SC-SM, SM, ML|A-2, A-4 | 0 | 0 |95-100|90-100|85-100| | 13-27 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 27-45 |Loam, sandy |CL, SC |A-2, A-4, A-6| 0 | 0 |95-100|90-100|80-100| | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 45-57 |Sandy loam, |SM, CL, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, clay | SC | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 57-80 |Sandy loam, |SM, SC, ML, |A-2, A-4, A-6| 0 | 0 |80-100|75-100|70-100| | | loam, clay | CL | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | BdaB: | | | | | | | | | |  Berda-----------| 0-6 |Loam |SC-SM, CL, |A-4, A-6 | 0 | 0-3 |85-100|84-98 |75-95 | | | | CL-ML, SC | | | | | | |  | 6-19 |Loam, sandy | | | 0 | 0 |85-100|84-98 |75-95 | | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 19-39 |Loam, clay | | | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 39-80 |Loam, clay |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | CL-ML, CL | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | BdaC: | | | | | | | | | |  Berda-----------| 0-8 |Loam |SC-SM, SC, |A-4, A-6 | 0 | 0-3 |85-100|84-98 |75-95 | | | | CL-ML, CL | | | | | | |  | 8-17 |Loam, sandy |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | clay loam, | CL-ML, CL | | | | | | |  | | clay loam | | | | | | | |  | 17-25 |Loam, sandy |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | clay loam, | CL-ML, CL | | | | | | |  | | clay loam | | | | | | | |  | 25-35 |Loam, sandy |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | clay loam, | CL-ML, CL | | | | | | |  | | clay loam | | | | | | | |  | 35-80 |Loam, sandy |CL, CL-ML, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | clay loam, | SC-SM, SC | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | BdaD: | | | | | | | | | |  Berda-----------| 0-9 |Loam |CL, CL-ML, |A-4, A-6 | 0 | 0-3 |85-100|84-98 |75-95 | | | | SC, SC-SM | | | | | | |  | 9-25 |Clay loam, |CL, CL-ML, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | SC, SC-SM | | | | | | |  | | clay loam | | | | | | | |  | 25-46 |Loam, clay |CL, CL-ML, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | SC, SC-SM | | | | | | |  | | clay loam | | | | | | | |  | 46-80 |Fine sandy |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, clay | CL, CL-ML | | | | | | |  | | loam, loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | CRVE: | | | | | | | | | |  Cottonwood------| 0-8 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 |98-100|95-100|80-100| | 8-12 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Rock outcrop----| 0-60 |Gypsiferous | --- | --- | --- | --- | --- | --- | --- |  | | material | | | | | | | |  | | | | | | | | | |  Vinson----------| 0-10 |Loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 10-23 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 23-34 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 34-38 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | DAM: | | | | | | | | | |  Dam-------------| 0-80 |Variable | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | DevE: | | | | | | | | | |  Devol-----------| 0-8 |Loamy fine sand|SM, CL-ML, |A-2, A-4 | 0 | 0 |98-100|98-100|94-100| | | | ML, SC-SM | | | | | | |  | 8-23 |Fine sandy |CL-ML, SM, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | SC-SM, ML | | | | | | |  | | fine sand | | | | | | | |  | 23-43 |Loamy fine |SM, SC-SM, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | sand, fine | ML, CL-ML | | | | | | |  | | sandy loam | | | | | | | |  | 43-80 |Loamy fine |SM, SC-SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | sand, loamy | | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | DpwB: | | | | | | | | | |  Deepwood--------| 0-6 |Loam |CL-ML, CL |A-4 | 0 | 0 | 100 | 100 |96-100| | 6-21 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 21-43 |Loam, silt |CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 43-59 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 59-80 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | DpwC: | | | | | | | | | |  Deepwood--------| 0-10 |Loam |CL-ML, CL |A-4 | 0 | 0 | 100 | 100 |96-100| | 10-23 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 23-36 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 36-60 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 60-80 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | DpwD: | | | | | | | | | |  Deepwood--------| 0-12 |Loam |CL-ML, CL |A-4 | 0 | 0 | 100 | 100 |96-100| | 12-29 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 29-51 |Loam, silt |CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 51-80 |Very fine sandy|ML, CL, CL-ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | DpwE: | | | | | | | | | |  Deepwood--------| 0-8 |Loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |96-100| | 8-27 |Loam, silt |CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 27-53 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 53-80 |Loam, silt |CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | DvlB: | | | | | | | | | |  Devol-----------| 0-5 |Fine sandy loam|ML, SC-SM, |A-2, A-4 | 0 | 0 |98-100|98-100|94-100| | | | SM, CL-ML | | | | | | |  | 5-13 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | SC-SM, SM | | | | | | |  | | fine sand | | | | | | | |  | 13-29 |Fine sandy |SM, SC-SM, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | CL-ML, ML | | | | | | |  | | fine sand | | | | | | | |  | 29-42 |Fine sandy |SC-SM, SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | loam, loamy | | | | | | | |  | | sand, fine | | | | | | | |  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | 42-80 |Loamy fine |SC-SM, SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | sand, loamy | | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | DvlC: | | | | | | | | | |  Devol-----------| 0-6 |Fine sandy loam|ML, SC-SM, |A-2, A-4 | 0 | 0 |98-100|98-100|94-100| | | | SM, CL-ML | | | | | | |  | 6-23 |Fine sandy |ML, CL-ML, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | SM, SC-SM | | | | | | |  | | fine sand | | | | | | | |  | 23-38 |Fine sandy |ML, SM, SC- |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | SM, CL-ML | | | | | | |  | | fine sand | | | | | | | |  | 38-49 |Loamy fine |SM, SC-SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | sand, loamy | | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 49-80 |Fine sandy |SM, SC-SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | loam, loamy | | | | | | | |  | | fine sand, | | | | | | | |  | | loamy sand, | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | DvlD: | | | | | | | | | |  Devol-----------| 0-6 |Fine sandy loam|CL-ML, SM, |A-2, A-4 | 0 | 0 |98-100|98-100|94-100| | | | SC-SM, ML | | | | | | |  | 6-16 |Fine sandy |SC-SM, SM, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | CL-ML, ML | | | | | | |  | | fine sand | | | | | | | |  | 16-25 |Fine sandy |SM, SC-SM, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | loam, loamy | ML, CL-ML | | | | | | |  | | fine sand | | | | | | | |  | 25-43 |Fine sandy |SC-SM, SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | loam, loamy | | | | | | | |  | | sand, fine | | | | | | | |  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | 43-80 |Loamy fine |SC-SM, SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100|  | | sand, loamy | | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | EdlC: | | | | | | | | | |  Eda-------------| 0-7 |Loamy sand |SM |A-2 | 0 | 0 | 100 | 100 |90-100| | 7-15 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | sand, loamy | | | | | | | |  | | sand, sand | | | | | | | |  | 15-23 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | sand, loamy | | | | | | | |  | | sand, sand | | | | | | | |  | 23-80 |Fine sand, |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | loamy sand, | | | | | | | |  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | | EdlE: | | | | | | | | | |  Eda-------------| 0-10 |Loamy sand |SM |A-2 | 0 | 0 | 100 | 100 |90-100| | 10-19 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | sand, loamy | | | | | | | |  | | sand, sand | | | | | | | |  | 19-28 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | sand, loamy | | | | | | | |  | | sand, sand | | | | | | | |  | 28-45 |Loamy sand, |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | loamy fine | | | | | | | |  | | sand, sand | | | | | | | |  | 45-104|Sand, loamy |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 | 100 |82-98 |  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | FayB: | | | | | | | | | |  Farry-----------| 0-13 |Fine sandy loam|SM, SC-SM, |A-2, A-4 | 0 | 0 |98-100|95-100|85-100| | | | CL-ML, ML | | | | | | |  | 13-35 |Sandy clay |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|85-100|70-90 | | | loam, loam, | | | | | | | |  | | sandy loam | | | | | | | |  | 35-47 |Sandy clay |SM, SC-SM, |A-2, A-4, A-6| 0 | 0 |95-100|85-100|60-90 | | | loam, sandy | SC, CL-ML | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 47-80 |Sandy loam, |SP-SM, SC-SM,|A-2, A-4 | 0 | 0 |90-100|80-100|50-80 | | | loam, loamy | SM, SC | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | FayC: | | | | | | | | | |  Farry-----------| 0-12 |Fine sandy loam|SM, SC-SM, |A-2, A-4 | 0 | 0 |98-100|95-100|85-100| | | | ML, CL-ML | | | | | | |  | 12-19 |Fine sandy |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|85-100|70-90 | | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | loam, sandy | | | | | | | |  | | loam | | | | | | | |  | 19-28 |Sandy clay |SM, SC-SM, |A-2, A-4, A-6| 0 | 0 |95-100|85-100|60-90 | | | loam, sandy | SC, CL-ML | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 28-42 |Sandy loam, |SM, CL-ML, |A-2, A-4, A-6| 0 | 0 |95-100|85-100|60-90 | | | sandy clay | SC, SC-SM | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 42-80 |Sandy loam, |SC, SP-SM, |A-2, A-4 | 0 | 0 |90-100|80-100|50-80 | | | loam, loamy | SM, SC-SM | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | FoFE: | | | | | | | | | |  Fortyone--------| 0-8 |Sandy loam |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |75-100|60-90 | | | | SC-SM, SM | | | | | | |  | 8-16 |Sandy loam, |ML, SC-SM, |A-2, A-4 | 0 | 0 |95-100|75-100|50-95 | | | fine sandy | SM, CL-ML | | | | | | |  | | loam, loam | | | | | | | |  | 16-24 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0 | 0 |85-100|75-90 |40-70 | | | coarse sandy | | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 24-34 |Gravelly sand, |SC-SM, SP-SM,|A-1, A-2, A-3| 0 | 0-5 |60-100|45-85 |30-70 |  | | sandy loam, | SM | | | | | | |  | | loamy sand | | | | | | | |  | 34-80 |Gravelly sand, |SC-SM, SP-SM,|A-1, A-2, A-3| 0 | 0-5 |60-100|45-85 |30-70 |  | | sandy loam, | SM | | | | | | |  | | loamy sand | | | | | | | |  | | | | | | | | | |  Farry-----------| 0-10 |Sandy loam |SC-SM, ML, |A-2, A-4 | 0 | 0 |98-100|95-100|85-100| | | | SM, CL-ML | | | | | | |  | 10-18 |Sandy clay |SC, CL |A-2, A-4, A-6| 0 | 0 |95-100|85-100|70-90 | | | loam, loam, | | | | | | | |  | | sandy loam | | | | | | | |  | 18-25 |Sandy loam, |SM, CL-ML, |A-2, A-4, A-6| 0 | 0 |95-100|85-100|60-90 | | | sandy clay | SC, SC-SM | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 25-36 |Loamy coarse |SM, SP-SM, |A-2, A-4 | 0 | 0 |90-100|80-100|50-80 | | | sand, loam, | SC-SM, SC | | | | | | |  | | loamy sand, | | | | | | | |  | | sandy loam | | | | | | | |  | 36-80 |Loamy coarse |SC, SP-SM, |A-2, A-4 | 0 | 0 |90-100|80-100|50-80 | | | sand, loam, | SM, SC-SM | | | | | | |  | | loamy sand, | | | | | | | |  | | sandy loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | FrkA: | | | | | | | | | |  Frankirk--------| 0-8 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |98-100|96-100|85-95 | | 8-15 |Silty clay |CL, CL-ML |A-4, A-6 | 0 | 0 |98-100|96-100|85-95 | | | loam, loam | | | | | | | |  | 15-24 |Silty clay |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|90-100| | | loam, sandy | | | | | | | |  | | clay, clay | | | | | | | |  | | loam, clay | | | | | | | |  | 24-58 |Silty clay |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|90-100| | | loam, sandy | | | | | | | |  | | clay, clay | | | | | | | |  | | loam, clay | | | | | | | |  | 58-80 |Silt loam, clay|CL |A-6 | 0 | 0 |95-100|90-100|85-98 | | | loam, loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | FrkB: | | | | | | | | | |  Frankirk--------| 0-7 |Silt loam |CL |A-6 | 0 | 0 |98-100|96-100|90-100| | 7-18 |Silty clay |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|90-100| | | loam, sandy | | | | | | | |  | | clay, clay | | | | | | | |  | | loam, clay | | | | | | | |  | 18-37 |Silty clay |CL |A-6 | 0 | 0 |95-100|90-100|85-98 | | | loam, clay | | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 37-65 |Silty clay |CL |A-6 | 0 | 0 |95-100|90-100|85-98 | | | loam, clay | | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | 65-80 |Loam, clay |CL |A-6 | 0 | 0 |95-100|90-100|85-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | FtnB: | | | | | | | | | |  Fortyone--------| 0-7 |Sandy loam |SC-SM, SM, |A-2, A-4 | 0 | 0 | 100 |75-100|60-90 | | | | CL-ML, ML | | | | | | |  | 7-13 |Sandy loam, |CL-ML, SM, |A-2, A-4 | 0 | 0 |95-100|75-100|50-95 | | | fine sandy | SC-SM, ML | | | | | | |  | | loam, loam | | | | | | | |  | 13-21 |Coarse sandy |SM, SC-SM |A-1, A-2 | 0 | 0 |85-100|75-90 |40-70 | | | loam, sandy | | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 21-80 |Gravelly sand, |SP-SM, SM, |A-1, A-2, A-3| 0 | 0-5 |60-100|45-85 |30-70 |  | | loamy sand, | SC-SM | | | | | | |  | | loamy coarse | | | | | | | |  | | sand, sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | FtnC: | | | | | | | | | |  Fortyone--------| 0-8 |Sandy loam |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |75-100|60-90 | | | | SC-SM, SM | | | | | | |  | 8-30 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0 |95-100|75-100|50-95 | | | fine sandy | SC-SM, SM | | | | | | |  | | loam, loam | | | | | | | |  | 30-48 |Coarse sandy |SC-SM, SM |A-1, A-2 | 0 | 0 |85-100|75-90 |40-70 | | | loam, sandy | | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 48-80 |Gravelly sand, |SC-SM, SP-SM,|A-1, A-2, A-3| 0 | 0-5 |60-100|45-85 |30-70 |  | | loamy sand, | SM | | | | | | |  | | sandy loam | | | | | | | |  | | | | | | | | | | FtnD: | | | | | | | | | |  Fortyone--------| 0-6 |Sandy loam |SM, SC-SM, |A-2, A-4 | 0 | 0 | 100 |75-100|60-90 | | | | ML, CL-ML | | | | | | |  | 6-18 |Loam, fine |CL-ML, ML, |A-2, A-4 | 0 | 0 |95-100|75-100|50-95 | | | sandy loam, | SC-SM, SM | | | | | | |  | | sandy loam | | | | | | | |  | 18-27 |Sandy loam, |CL-ML, ML, |A-4, A-2 | 0 | 0 |95-100|75-100|50-95 | | | fine sandy | SC-SM, SM | | | | | | |  | | loam, loam | | | | | | | |  | 27-39 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0 | 0 |85-100|75-90 |40-70 | | | coarse sandy | | | | | | | |  | | loam, loamy | | | | | | | |  | | sand | | | | | | | |  | 39-80 |Gravelly sand, |SC-SM, SM, |A-1, A-2, A-3| 0 | 0-5 |60-100|45-85 |30-70 |  | | loamy sand, | SP-SM | | | | | | |  | | sandy loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | GcsA: | | | | | | | | | |  Gracemore-------| 0-9 |Fine sandy loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 9-16 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | 16-25 |Fine sand, |SM, SP-SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | 25-36 |Clay loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100| | 36-80 |Fine sandy loam|SM, SP-SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | | | | | | | | | GdfB: | | | | | | | | | |  Grandfield------| 0-12 |Fine sandy loam|SM, SC-SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | ML, CL-ML | | | | | | |  | 12-47 |Sandy clay |SC, SM, CL, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, fine | ML | | | | | | |  | | sandy loam | | | | | | | |  | 47-56 |Clay loam, fine|SM, CL, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | sandy loam, | SC | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 56-68 |Sandy loam, |CL, ML, SC, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | fine sandy | SM | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 68-94 |Sandy loam, |CL, ML, SC, |A-4 | 0 | 0 | 100 |98-100|90-100| | | fine sandy | SM | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | GdfC: | | | | | | | | | |  Grandfield------| 0-8 |Fine sandy loam|CL-ML, SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | SC-SM, ML | | | | | | |  | 8-25 |Sandy clay |CL, SC, SM, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, fine | ML | | | | | | |  | | sandy loam | | | | | | | |  | 25-43 |Sandy clay |ML, CL, SM, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, fine | SC | | | | | | |  | | sandy loam | | | | | | | |  | 43-61 |Sandy clay |SM, SC, CL, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, fine | ML | | | | | | |  | | sandy loam | | | | | | | |  | 61-80 |Sandy loam, |CL, ML, SC, |A-4 | 0 | 0 | 100 |98-100|90-100| | | fine sandy | SM | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | GDGE: | | | | | | | | | |  Grandfield------| 0-8 |Loam |SM, SC-SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | CL-ML, ML | | | | | | |  | 8-16 |Loam, sandy |CL, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | clay loam, | SM | | | | | | |  | | clay loam | | | | | | | |  | 16-36 |Clay loam, |SM, SC, CL, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | sandy clay | ML | | | | | | |  | | loam | | | | | | | |  | 36-60 |Loam, clay |CL, ML, SC, |A-4 | 0 | 0 | 100 |98-100|90-100| | | loam, sandy | SM | | | | | | |  | | clay loam, | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 60-80 |Fine sandy loam|ML, CL, SC, |A-4 | 0 | 0 | 100 |98-100|90-100| | | | SM | | | | | | |  | | | | | | | | | |  Devol-----------| 0-13 |Fine sandy loam|SC-SM, SM, |A-2, A-4 | 0 | 0 |98-100|98-100|94-100| | | | CL-ML, ML | | | | | | |  | 13-29 |Fine sandy loam|SC-SM, CL-ML,|A-2, A-4 | 0 | 0 |98-100|98-100|90-100| | | | ML, SM | | | | | | |  | 29-38 |Fine sandy |SC-SM, SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100| | | loam, loamy | | | | | | | |  | | fine sand | | | | | | | |  | 38-45 |Loamy fine sand|SM, SC-SM |A-2, A-4 | 0 | 0 |98-100|98-100|50-100| | 45-80 |Loamy fine |ML, CL-ML, |A-2, A-4 | 0 | 0 |98-100|98-100|90-100|  | | sand, fine | SC-SM, SM | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | |  Grandmore-------| 0-15 |Fine sandy loam|CL-ML, ML, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | SC-SM, SM | | | | | | |  | 15-30 |Fine sandy |SM, SC, CL, |A-6, A-4 | 0 | 0 | 100 |98-100|90-100| | | loam, sandy | ML | | | | | | |  | | clay loam | | | | | | | |  | 30-54 |Sandy clay |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, clay | | | | | | | |  | 54-70 |Clay loam, clay|CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | 70-80 |Fine sandy loam|CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | GdmB: | | | | | | | | | |  Grandmore-------| 0-10 |Fine sandy loam|SM, SC-SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | ML, CL-ML | | | | | | |  | 10-22 |Fine sandy |SM, SC, CL, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, sandy | ML | | | | | | |  | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | 22-34 |Loam, sandy |SM, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | clay loam, | CL | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 34-47 |Loam, sandy |SM, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | clay loam, | CL | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 47-80 |Loam, sandy |SC, SM, CL, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | clay loam, | ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | GfsA: | | | | | | | | | |  Gracemore-------| 0-8 |Fine sandy loam|CL, CL-ML, ML|A-4, A-6 | 0 | 0 |90-100|85-100|85-100| | 8-22 |Fine sand, |SP-SM, SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | loamy fine | | | | | | | |  | | sand | | | | | | | |  | 22-80 |Fine sand, |SP-SM, SM |A-3, A-2 | 0 | 0 |90-100|85-100|82-100|  | | loamy fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | GmrA: | | | | | | | | | |  Gracemont-------| 0-7 |Fine sandy loam|SC-SM, SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | ML, CL-ML | | | | | | |  | 7-29 |Fine sandy |SM, SC-SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | loam, loam | ML, CL-ML | | | | | | |  | 29-45 |Fine sandy |SM, SC, CL, |A-4, A-6 | 0 | 0 | 100 |98-100|94-100| | | loam, clay | ML | | | | | | |  | | loam, loam | | | | | | | |  | 45-80 |Fine sandy |CL, ML, SC, |A-4, A-6 | 0 | 0 | 100 |98-100|94-100| | | loam, clay | SM | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | GmsA: | | | | | | | | | |  Gracemont-------| 0-7 |Fine sandy loam|CL-ML, ML, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | SC-SM, SM | | | | | | |  | 7-22 |Fine sandy |ML, SC-SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | loam, loam | SM, CL-ML | | | | | | |  | 22-31 |Loam, fine |SC, CL, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|94-100| | | sandy loam, | SM | | | | | | |  | | clay loam | | | | | | | |  | 31-62 |Clay loam, |CL, SM, SC, |A-4, A-6 | 0 | 0 | 100 |98-100|94-100| | | loam, fine | ML | | | | | | |  | | sandy loam | | | | | | | |  | 62-80 |Loamy sand, |ML, SM, SC, |A-4, A-6 | 0 | 0 | 100 |98-100|94-100| | | fine sandy | CL | | | | | | |  | | loam, loam, | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | GrmA: | | | | | | | | | |  Gracemore-------| 0-13 |Fine sandy loam|ML, CL, CL-ML|A-4, A-6 | 0 | 0 |90-100|85-100|85-100| | 13-20 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 20-30 |Fine sand, |SM, SP-SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | loamy fine | | | | | | | |  | | sand | | | | | | | |  | 30-49 |Clay loam |CL |A-6, A-4 | 0 | 0 |95-100|90-100|85-100| | 49-80 |Fine sandy loam|SM, SP-SM |A-2, A-3 | 0 | 0 |90-100|85-100|82-100|  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | HdGB: | | | | | | | | | |  Hardeman--------| 0-7 |Loamy sand |CL-ML, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | | SC-SM, SM | | | | | | |  | 7-18 |Loamy coarse |CL-ML, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | sand, fine | SC-SM, SM | | | | | | |  | | sandy loam, | | | | | | | |  | | very fine | | | | | | | |  | | sandy loam, | | | | | | | |  | | loam | | | | | | | |  | 18-37 |Sandy loam, |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | very fine | CL-ML, ML | | | | | | |  | | sandy loam, | | | | | | | |  | | loam, fine | | | | | | | |  | | sandy loam | | | | | | | |  | 37-47 |Loamy sand, |CL-ML, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | very fine | SC-SM, SM | | | | | | |  | | sandy loam, | | | | | | | |  | | loam, fine | | | | | | | |  | | sandy loam | | | | | | | |  | 47-106|Loamy sand, |SC-SM, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | very fine | SM, CL-ML | | | | | | |  | | sandy loam, | | | | | | | |  | | loam, fine | | | | | | | |  | | sandy loam | | | | | | | |  | | | | | | | | | |  Grandmore-------| 0-18 |Fine sandy loam|CL-ML, ML, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | SC-SM, SM | | | | | | |  | 18-27 |Fine sandy |SM, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, sandy | CL | | | | | | |  | | clay loam | | | | | | | |  | 27-49 |Sandy clay |SM, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, fine | CL | | | | | | |  | | sandy loam | | | | | | | |  | 49-60 |Clay loam, fine|SM, CL, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | sandy loam, | SC | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 60-80 |Clay loam, clay|CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | HdGC: | | | | | | | | | |  Hardeman--------| 0-6 |Fine sandy loam|CL-ML, SC-SM,|A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | | SM, ML | | | | | | |  | 6-13 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | ML, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 13-24 |Fine sandy |ML, SM, SC- |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | SM, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 24-48 |Fine sandy |SC-SM, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | CL-ML, SM | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 48-80 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | CL-ML, ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | |  Grandmore-------| 0-15 |Fine sandy loam|SM, SC-SM, |A-4 | 0 | 0 | 100 |98-100|94-100| | | | ML, CL-ML | | | | | | |  | 15-30 |Fine sandy |SM, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, sandy | CL | | | | | | |  | | clay loam | | | | | | | |  | 30-54 |Sandy clay |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay, | | | | | | | |  | | clay loam | | | | | | | |  | 54-70 |Clay loam, clay|CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | 70-80 |Fine sandy |SM, SC, ML, |A-4, A-6 | 0 | 0 | 100 |98-100|90-100| | | loam, sandy | CL | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | HdmB: | | | | | | | | | |  Hardeman--------| 0-9 |Fine sandy loam|SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | | ML, CL-ML | | | | | | |  | 9-24 |Fine sandy |CL-ML, SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | SC-SM, ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 24-42 |Fine sandy |ML, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | SM, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 42-53 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | CL-ML, ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 53-80 |Fine sandy |SC-SM, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | CL-ML, SM | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | HdmC: | | | | | | | | | |  Hardeman--------| 0-9 |Fine sandy loam|SM, ML, SC- |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | | SM, CL-ML | | | | | | |  | 9-27 |Fine sandy |CL-ML, SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | SC-SM, ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 27-34 |Fine sandy |SC-SM, SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | ML, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 34-59 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | ML, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 59-80 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | ML, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | IreA: | | | | | | | | | |  Irene-----------| 0-8 |Silt loam |CL-ML, ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 8-14 |Silt loam, |CL |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | | silty clay | | | | | | | |  | | loam | | | | | | | |  | 14-23 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 23-49 |Silty clay |CL |A-6, A-7 | 0 | 0 |95-100|90-100|90-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 49-80 |Silt loam, clay|SC, CL, SM, |A-2, A-4, A-6| 0 | 0 |90-100|85-100|80-100| | | loam, sandy | ML | | | | | | |  | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | IreB: | | | | | | | | | |  Irene-----------| 0-9 |Silt loam |CL |A-6, A-4 | 0 | 0 | 100 | 100 |96-100| | 9-14 |Silt loam, |CL |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | | silty clay | | | | | | | |  | | loam | | | | | | | |  | 14-29 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 29-44 |Silty clay |CL |A-6, A-7 | 0 | 0 |95-100|90-100|90-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 44-80 |Silty clay |CL |A-6, A-7 | 0 | 0 |95-100|90-100|90-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | IreC: | | | | | | | | | |  Irene-----------| 0-15 |Silt loam |CL |A-6, A-4 | 0 | 0 | 100 | 100 |96-100| | 15-23 |Silty clay loam|CL |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | 23-46 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 46-59 |Silt loam, |CL |A-6, A-7 | 0 | 0 |95-100|90-100|90-100| | | silty clay | | | | | | | |  | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 59-80 |Silt loam, clay|SM, SC, ML, |A-2, A-4, A-6| 0 | 0 |90-100|85-100|80-100| | | loam, sandy | CL | | | | | | |  | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | IreD: | | | | | | | | | |  Irene-----------| 0-11 |Silt loam |CL |A-6, A-4 | 0 | 0 | 100 | 100 |96-100| | 11-22 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 22-36 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 36-51 |Silty clay |CL |A-6, A-7 | 0 | 0 |95-100|90-100|90-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 51-80 |Silt loam, |CL, ML, SC, |A-2, A-4, A-6| 0 | 0 |90-100|85-100|80-100| | | sandy clay | SM | | | | | | |  | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | JssF: | | | | | | | | | |  Jester----------| 0-5 |Sand |SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-98 |  | 5-16 |Sand, fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | 16-42 |Sand, fine |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, loamy | | | | | | | |  | | fine sand | | | | | | | |  | 42-57 |Stratified sand|SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | to loamy fine | | | | | | | |  | | sand | | | | | | | |  | 57-80 |Stratified |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | coarse sand to| | | | | | | |  | | loamy fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | JstC: | | | | | | | | | |  Jester----------| 0-7 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 |98-100|90-100| | 7-40 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | 40-80 |Fine sand, |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | loamy fine | | | | | | | |  | | sand, sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | KidB: | | | | | | | | | |  Kingsdown-------| 0-14 |Fine sandy loam|SM, CL-ML, |A-2, A-4 | 0 | 0 | 100 |95-100|65-100| | | | ML, SC-SM | | | | | | |  | 14-23 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|65-100| | | loam, sandy | SC-SM, SM | | | | | | |  | | loam | | | | | | | |  | 23-32 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|65-100| | | loam, sandy | SC-SM, SM | | | | | | |  | | loam | | | | | | | |  | 32-43 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|65-100| | | loam, sandy | SC-SM, SM | | | | | | |  | | loam | | | | | | | |  | 43-80 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|55-100| | | loam, loamy | SC-SM, SM | | | | | | |  | | fine sand, | | | | | | | |  | | sandy loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | KiHE: | | | | | | | | | |  Kingsdown-------| 0-10 |Loam |SM, ML, SC-SM|A-2, A-4 | 0 | 0 | 100 |95-100|65-100| | 10-25 |Loam, fine |SM, ML, CL- |A-2, A-4 | 0 | 0 | 100 |95-100|55-100| | | sandy loam | ML, SC-SM | | | | | | |  | 25-38 |Sandy loam, |SM, CL-ML, |A-2, A-4 | 0 | 0 | 100 |95-100|55-100| | | fine sandy | ML, SC-SM | | | | | | |  | | loam | | | | | | | |  | 38-80 |Coarse sandy |CL-ML, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|65-100| | | loam, loamy | SC-SM, SM | | | | | | |  | | fine sand, | | | | | | | |  | | sandy loam, | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | |  Hardeman--------| 0-6 |Loam |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | | CL-ML, ML | | | | | | |  | 6-16 |Loam, fine |SM, CL-ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | sandy loam | ML, SC-SM | | | | | | |  | 16-39 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, loam | SC-SM, SM | | | | | | |  | 39-80 |Fine sandy loam|ML, CL-ML, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | | SC-SM, SM | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | LgtA: | | | | | | | | | |  Lugert----------| 0-11 |Silt loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |94-100| | 11-36 |Very fine sandy|ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | 36-48 |Very fine sandy|ML, CL, CL-ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | 48-69 |Loam, very fine|CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | sandy loam, | | | | | | | |  | | silt loam | | | | | | | |  | 69-88 |Loam, very fine|ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | sandy loam, | | | | | | | |  | | silt loam | | | | | | | |  | | | | | | | | | | LiJC: | | | | | | | | | |  Lincoln---------| 0-11 |Fine sandy loam|CL-ML, ML, |A-4 | 0 | 0 |95-100|85-100|80-100| | | | SC-SM, SM | | | | | | |  | 11-19 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 19-80 |Loamy coarse |SP-SM, SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | |  Jester----------| 0-6 |Loamy fine sand|SM |A-2 | 0 | 0 | 100 |98-100|90-100| | 6-19 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | 19-30 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | 30-80 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | LikB: | | | | | | | | | |  Likes-----------| 0-7 |Fine sandy loam|SP-SM, SC-SM,|A-2-4 | 0 | 0-2 |90-100|90-100|75-95 | | | | SM | | | | | | |  | 7-16 |Loamy fine |SC-SM, SP-SM,|A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SM | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 16-28 |Loamy fine |SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SP-SM | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 28-42 |Loamy fine |SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SP-SM | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 42-80 |Loamy fine |SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SP-SM | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | LisA: | | | | | | | | | |  Lincoln---------| 0-4 |Sand |ML, CL-ML, |A-4 | 0 | 0 |95-100|85-100|80-100| | | | SM, SC-SM | | | | | | |  | 4-10 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand, sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 10-80 |Sand, loamy |SM, SP-SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | fine sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | LncA: | | | | | | | | | |  Lincoln---------| 0-8 |Clay loam |CL |A-6 | 0 | 0 | 100 | 100 |96-100| | 8-19 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 19-28 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 28-34 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 34-80 |Loamy coarse |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | LRoE: | | | | | | | | | |  Laverne---------| 0-8 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0-5 |90-100|75-100|70-95 | | 8-15 |Gravelly loam, |CL, SC-SM, |A-4, A-6 | 0 | 0-5 |90-98 |65-95 |50-90 | | | very gravelly | SC, CL-ML | | | | | | |  | | loam, gravelly| | | | | | | |  | | clay loam, | | | | | | | |  | | very gravelly | | | | | | | |  | | clay loam | | | | | | | |  | 15-25 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | |  Rock outcrop----| 0-24 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | LshA: | | | | | | | | | |  Lesho-----------| 0-11 |Clay loam |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |90-100| | 11-17 |Clay loam, loam|CL |A-4, A-6, | 0 | 0 | 100 | 100 |85-100| | | | | A-7-6 | | | | | |  | 17-23 |Fine sandy |CL |A-4, A-6, | 0 | 0 | 100 | 100 |85-100| | | loam, loam, | | A-7-6 | | | | | |  | | clay loam | | | | | | | |  | 23-34 |Clay loam, loam|CL |A-4, A-6, | 0 | 0 | 100 | 100 |85-100| | | | | A-7-6 | | | | | |  | 34-80 |Loamy coarse |SP-SM, SM |A-1, A-2, | 0 | 0 | 100 |95-100|30-85 |  | | sand, sand, | | A-3, A-4 | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | | LsoA: | | | | | | | | | |  Lincoln---------| 0-7 |Sand |SM, SC-SM, |A-4 | 0 | 0 |95-100|85-100|80-100| | | | CL-ML, ML | | | | | | |  | 7-20 |Fine sand, |SM, SP-SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 20-31 |Sand, fine |SM, SP-SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 31-48 |Fine sand, |SM, SP-SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand, | | | | | | | |  | | stratified | | | | | | | |  | | fine sand to | | | | | | | |  | | clay loam | | | | | | | |  | 48-80 |Stratified fine|SM, SP-SM |A-2, A-3 | 0 | 0 |95-100|85-100|82-100|  | | sand to clay | | | | | | | |  | | loam, sand, | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | | M-W: | | | | | | | | | |  Water. | | | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | MLBB: | | | | | | | | | |  Mobeetie--------| 0-6 |Loam |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | | CL, CL-ML | | | | | | |  | 6-11 |Loam, fine |CL, CL-ML, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | sandy loam | SC, SC-SM | | | | | | |  | 11-21 |Fine sandy |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |90-100|85-100|70-95 | | | loam, loam | CL-ML, CL | | | | | | |  | 21-34 |Loam, fine |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |90-100|85-100|70-95 | | | sandy loam | CL, CL-ML | | | | | | |  | 34-80 |Loamy coarse |CL, CL-ML, |A-2-4, A-4 | 0 | 0-5 |90-100|85-100|70-95 | | | sand, loam, | SC-SM, SC | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | |  Likes-----------| 0-5 |Loamy sand |SP-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 | | | | SC-SM | | | | | | |  | 5-11 |Fine sandy |SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | loam, loamy | SP-SM | | | | | | |  | | fine sand, | | | | | | | |  | | loamy sand, | | | | | | | |  | | fine sand | | | | | | | |  | 11-80 |Loamy coarse |SP-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SC-SM | | | | | | |  | | fine sand, | | | | | | | |  | | loamy sand, | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | |  Berda-----------| 0-8 |Loam |CL, SC, SC- |A-2-4, A-4, | 0 | 0-3 |85-100|84-98 |70-95 | | | | SM, CL-ML | A-6 | | | | | |  | 8-15 |Gravelly fine |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | sandy loam, | CL-ML, CL | | | | | | |  | | clay loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 15-28 |Clay loam, |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | CL, CL-ML | | | | | | |  | | clay loam | | | | | | | |  | 28-34 |Clay loam, |SC-SM, CL, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | CL-ML, SC | | | | | | |  | | clay loam | | | | | | | |  | 34-80 |Loamy fine |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | sand, clay | CL-ML, CL | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | MLBC: | | | | | | | | | |  Mobeetie--------| 0-6 |Fine sandy loam|CL-ML, SC, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | | SC-SM, CL | | | | | | |  | 6-19 |Fine sandy |SC-SM, CL, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | loam, loam | CL-ML, SC | | | | | | |  | 19-25 |Loamy coarse |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | sand, fine | CL-ML, CL | | | | | | |  | | sandy loam, | | | | | | | |  | | loam | | | | | | | |  | 25-36 |Fine sandy |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | loam, loam | CL, CL-ML | | | | | | |  | 36-80 |Loamy coarse |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |90-100|85-100|70-95 | | | sand, fine | CL-ML, CL | | | | | | |  | | sandy loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | |  Likes-----------| 0-7 |Fine sandy loam|SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 | | | | SP-SM | | | | | | |  | 7-18 |Loamy coarse |SM, SP-SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SC-SM | | | | | | |  | | fine sand, | | | | | | | |  | | loamy sand, | | | | | | | |  | | fine sand | | | | | | | |  | 18-80 |Loamy coarse |SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SP-SM | | | | | | |  | | fine sand, | | | | | | | |  | | loamy sand, | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | MLBC: | | | | | | | | | |  Berda-----------| 0-6 |Fine sandy loam|SC, SC-SM, |A-2-4, A-4, | 0 | 0-3 |85-100|84-98 |70-95 | | | | CL-ML, CL | A-6 | | | | | |  | 6-15 |Gravelly fine |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | sandy loam, | CL, CL-ML | | | | | | |  | | loam, clay | | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 15-27 |Clay loam, |CL, CL-ML, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | SC, SC-SM | | | | | | |  | | clay loam | | | | | | | |  | 27-34 |Clay loam, |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | CL-ML, CL | | | | | | |  | | clay loam | | | | | | | |  | 34-80 |Loamy fine |CL-ML, CL, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | sand, clay | SC, SC-SM | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | MLBE: | | | | | | | | | |  Mobeetie--------| 0-5 |Fine sandy loam|SC, CL, CL- |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | | ML, SC-SM | | | | | | |  | 5-12 |Fine sandy |CL, CL-ML, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | loam, loam | SC-SM, SC | | | | | | |  | 12-23 |Fine sandy |CL, CL-ML, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | loam, loam | SC, SC-SM | | | | | | |  | 23-39 |Sandy loam, |SC-SM, SC, |A-2-4, A-4 | 0 | 0-5 |95-100|90-100|75-95 | | | fine sandy | CL-ML, CL | | | | | | |  | | loam, loam | | | | | | | |  | 39-80 |Loamy coarse |CL-ML, SC-SM,|A-2-4, A-4 | 0 | 0-5 |90-100|85-100|70-95 | | | sand, fine | SC, CL | | | | | | |  | | sandy loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | MLBE: | | | | | | | | | |  Likes-----------| 0-6 |Fine sandy loam|SC-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 | | | | SP-SM | | | | | | |  | 6-11 |Loamy fine |SP-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SC-SM | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 11-27 |Loamy fine |SP-SM, SM, |A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SC-SM | | | | | | |  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 27-80 |Loamy coarse |SC-SM, SP-SM,|A-2-4 | 0 | 0-2 |90-100|90-100|75-95 |  | | sand, loamy | SM | | | | | | |  | | fine sand, | | | | | | | |  | | fine sand | | | | | | | |  | | | | | | | | | |  Berda-----------| 0-5 |Fine sandy loam|SC-SM, SC, |A-2-4, A-4, | 0 | 0-3 |85-100|84-98 |70-95 | | | | CL-ML, CL | A-6 | | | | | |  | 5-12 |Fine sandy |SC-SM, CL-ML,|A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, loam, | SC, CL | | | | | | |  | | clay loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 12-29 |Sandy clay |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, clay | CL-ML, CL | | | | | | |  | | loam, loam | | | | | | | |  | 29-39 |Clay loam, |SC, SC-SM, |A-6, A-4 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | CL-ML, CL | | | | | | |  | | clay loam | | | | | | | |  | 39-80 |Loamy coarse |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | sand, loam, | CL-ML, CL | | | | | | |  | | clay loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | MnsB: | | | | | | | | | |  Mansic----------| 0-14 |Clay loam |CL |A-6 | 0 | 0 | 100 |95-100|85-100| | 14-23 |Clay loam, |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 23-35 |Clay loam, |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 35-40 |Loam, clay |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 40-80 |Loam, clay |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | MnsC: | | | | | | | | | |  Mansic----------| 0-7 |Clay loam |CL |A-6 | 0 | 0 | 100 |95-100|85-100| | 7-21 |Clay loam, |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 21-36 |Loam, clay |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 36-80 |Loam, clay |CL |A-6 | 0 | 0 | 100 |95-100|80-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | MsnB: | | | | | | | | | |  Manson----------| 0-7 |Loam |CL |A-6 | 0 | 0 |98-100|98-100|90-100| | 7-13 |Loam, sandy |CL |A-6 | 0 | 0 |95-100|90-100|88-100| | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 13-23 |Sandy clay |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 23-41 |Sandy clay |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 41-80 |Sandy clay |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | MsnC: | | | | | | | | | |  Manson----------| 0-11 |Loam |CL |A-6 | 0 | 0 |98-100|98-100|90-100| | 11-19 |Sandy clay |CL |A-6 | 0 | 0 |95-100|90-100|88-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 19-35 |Clay loam, |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 35-66 |Clay loam, |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 66-80 |Gravelly clay |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | MsnC2: | | | | | | | | | |  Manson----------| 0-12 |Loam |CL |A-6 | 0 | 0 |98-100|98-100|90-100| | 12-30 |Clay loam, |CL |A-6 | 0 | 0 |95-100|90-100|88-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 30-44 |Clay loam, |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 44-55 |Clay loam, |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 55-80 |Clay loam, |CL |A-6 | 0 | 0 |90-100|85-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | OMBE: | | | | | | | | | |  Oklark----------| 0-10 |Sandy loam |CL |A-6 | 0 | 0 |95-100|90-100|85-100| | 10-28 |Sandy loam, |SM, SC-SM, |A-2, A-4 | 0 | 0 |95-100|90-100|80-100| | | loam, fine | CL-ML, ML | | | | | | |  | | sandy loam | | | | | | | |  | 28-41 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0 |95-100|90-100|80-100| | | loam, fine | SC-SM, SM | | | | | | |  | | sandy loam | | | | | | | |  | 41-80 |Sandy loam, |CL-ML, SC-SM,|A-2, A-4 | 0 | 0 |95-100|90-100|80-100| | | loam, fine | SM, ML | | | | | | |  | | sandy loam | | | | | | | |  | | | | | | | | | |  Mansic----------| 0-12 |Loam |CL |A-6 | 0 | 0 |98-100|98-100|85-100| | 12-28 |Clay loam, loam|CL |A-4, A-6, A-7| 0 | 0 |98-100|90-100|85-100| | 28-56 |Clay loam, |SC-SM, CL-ML,|A-4, A-6, A-7| 0 | 0 |98-100|98-100|90-100| | | loam, sandy | CL | | | | | | |  | | loam | | | | | | | |  | 56-80 |Loam, clay |SC-SM, CL-ML,|A-2, A-4, A-6| 0 | 0 |98-100|90-100|80-100| | | loam, sandy | CL | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | |  Berda-----------| 0-9 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 |90-100|90-100|85-100| | 9-27 |Loam, clay loam|CL |A-6, A-7-6 | 0 | 0 |90-100|90-100|85-100| | 27-47 |Loam, clay loam|CL |A-6, A-7-6 | 0 | 0 |90-100|90-100|85-100| | 47-80 |Sandy loam, |CL |A-6, A-7-6 | 0 | 0 |90-100|90-100|85-100| | | clay loam, | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | OMBG: | | | | | | | | | |  Oklark----------| 0-10 |Sandy loam |ML, CL-ML |A-4 | 0 | 0 |95-100|90-100|85-100| | 10-21 |Sandy loam, |SM, SC-SM, |A-2, A-4 | 0 | 0 |95-100|90-100|80-100| | | loam, fine | CL-ML, ML | | | | | | |  | | sandy loam | | | | | | | |  | 21-80 |Fine sandy |SM, SC-SM, |A-2, A-4 | 0 | 0 |95-100|90-100|80-100| | | loam, sandy | ML, CL-ML | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | OMBG: | | | | | | | | | |  Mansic----------| 0-12 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 |98-100|90-100|85-100| | 12-21 |Sandy clay |CL |A-4, A-6, A-7| 0 | 0 |98-100|90-100|85-100| | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | 21-39 |Sandy clay |CL-ML, SC-SM,|A-4, A-6, A-7| 0 | 0 |98-100|98-100|90-100| | | loam, clay | CL | | | | | | |  | | loam, loam | | | | | | | |  | 39-80 |Sandy loam, |SC-SM, CL-ML,|A-2, A-4, A-6| 0 | 0 |98-100|90-100|80-100| | | clay loam, | CL | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | |  Berda-----------| 0-7 |Loam |SC-SM, SC, |A-4, A-6 | 0 | 0-3 |85-100|84-98 |75-95 | | | | CL-ML, CL | | | | | | |  | 7-22 |Clay loam, |SC-SM, SC, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | sandy clay | CL-ML, CL | | | | | | |  | | loam, loam | | | | | | | |  | 22-47 |Clay loam, |CL, SC-SM, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, sandy | SC, CL-ML | | | | | | |  | | clay loam | | | | | | | |  | 47-80 |Clay loam, |SC-SM, CL, |A-4, A-6 | 0 | 0 |85-100|84-98 |75-95 | | | loam, fine | CL-ML, SC | | | | | | |  | | sandy loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | PdoA: | | | | | | | | | |  Paloduro--------| 0-9 |Clay loam |CL |A-6 | 0 | 0 |95-100|90-100|80-98 | | 9-14 |Clay loam, |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 14-27 |Clay loam, |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 27-80 |Stratified clay|SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, loam, | | | | | | | |  | | stratified | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | PdoB: | | | | | | | | | |  Paloduro--------| 0-10 |Clay loam |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|80-98 | | 10-20 |Loam, clay |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 20-35 |Loam, clay |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 35-44 |Loam |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|80-98 | | 44-80 |Loam, clay |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | PdoC2: | | | | | | | | | |  Paloduro--------| 0-10 |Clay loam |CL |A-6 | 0 | 0 |95-100|90-100|80-98 | | 10-25 |Loam, clay |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 25-49 |Loam, clay |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 49-80 |Fine sandy |SC, CL |A-4, A-6 | 0 | 0 |95-100|90-100|75-98 | | | loam, loam, | | | | | | | |  | | clay loam, | | | | | | | |  | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | PIT: | | | | | | | | | |  Pits------------| 0-60 |Variable | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | PlmB: | | | | | | | | | |  Plemons---------| 0-8 |Loam |CL |A-4, A-6 | 0 | 0 |98-100|96-100|85-100| | 8-21 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 21-46 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 46-80 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | PlmC: | | | | | | | | | |  Plemons---------| 0-8 |Loam |CL |A-4, A-6 | 0 | 0 |98-100|96-100|85-100| | 8-18 |Sandy clay |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|85-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 18-42 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 42-60 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 60-80 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | PlmD: | | | | | | | | | |  Plemons---------| 0-8 |Loam |CL |A-4, A-6 | 0 | 0 |98-100|96-100|85-100| | 8-19 |Sandy clay |CL |A-6, A-7-6 | 0 | 0 |98-100|96-100|85-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 19-37 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 37-60 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | 60-80 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 |93-100|90-100|85-100| | | sandy clay | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | QnWC3: | | | | | | | | | |  Quinlan---------| 0-13 |Loam |SC, ML, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | | ML, CL | | | | | | |  | 13-18 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Woodward--------| 0-3 |Loam |CL, ML, CL-ML|A-4 | 0 | 0 | 100 | 100 |96-100| | 3-30 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 30-35 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | QnWD: | | | | | | | | | |  Quinlan---------| 0-6 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 6-15 |Loam, silt |SC, ML, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | ML, CL | | | | | | |  | | loam | | | | | | | |  | 15-24 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Woodward--------| 0-8 |Silt loam |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |96-100| | 8-18 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 18-25 |Loam, silt |CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 25-29 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | QnWE: | | | | | | | | | |  Quinlan---------| 0-6 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 6-14 |Loam, silt |ML, CL-ML, |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | CL, SC | | | | | | |  | | loam | | | | | | | |  | 14-18 |Loam, silt |SC, ML, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | ML, CL | | | | | | |  | | loam | | | | | | | |  | 18-22 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Woodward--------| 0-4 |Very fine sandy|ML, CL, CL-ML|A-4 | 0 | 0 | 100 | 100 |96-100| | | loam | | | | | | | |  | 4-16 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 16-22 |Loam, silt |CL, ML, CL-ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 22-26 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | QRWG: | | | | | | | | | |  Quinlan---------| 0-8 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 8-13 |Loam, silt |CL-ML, ML, |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | SC, CL | | | | | | |  | | loam | | | | | | | |  | 13-18 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Rock outcrop----| 0-60 |Unweathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Woodward--------| 0-6 |Loam |CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |96-100| | 6-14 |Loam, silt |CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 14-22 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 22-25 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | QRYG: | | | | | | | | | |  Quinlan---------| 0-8 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 8-14 |Loam, silt |ML, CL, SC, |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | CL-ML | | | | | | |  | | loam | | | | | | | |  | 14-18 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Rock outcrop----| 0-60 |Unweathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | QRYG: | | | | | | | | | |  Yomont----------| 0-11 |Loam |ML, CL-ML |A-4 | 0 | 0 | 100 |98-100|95-100| | 11-22 |Loam, very fine|CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | sandy loam, | | | | | | | |  | | silt loam | | | | | | | |  | 22-38 |Very fine sandy|CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | 38-52 |Very fine sandy|CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | 52-80 |Stratified very|ML, CL-ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | fine sandy | | | | | | | |  | | loam, loam, | | | | | | | |  | | stratified | | | | | | | |  | | silt loam | | | | | | | |  | | | | | | | | | | QWDE: | | | | | | | | | |  Quinlan---------| 0-6 |Very fine sandy|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |94-100| | | loam | | | | | | | |  | 6-9 |Loam, silt |ML, SC, CL, |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | CL-ML | | | | | | |  | | loam | | | | | | | |  | 9-16 |Gravelly loam, |SC, ML, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, silt | ML, CL | | | | | | |  | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 16-43 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Woodward--------| 0-10 |Silt loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |94-100| | 10-17 |Silt loam, |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 17-25 |Silt loam, |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 25-27 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | QWDE: | | | | | | | | | |  Deepwood--------| 0-12 |Very fine sandy|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |94-100| | | loam | | | | | | | |  | 12-28 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 28-80 |Very fine sandy|ML, CL, CL-ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 80-92 |Very fine sandy|CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 92-106|Very fine sandy|CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | QWRC: | | | | | | | | | |  Quinlan---------| 0-6 |Very fine sandy|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |94-100| | | loam | | | | | | | |  | 6-14 |Very fine sandy|CL-ML, SC, |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, silt | ML, CL | | | | | | |  | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | 14-18 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Woodward--------| 0-6 |Very fine sandy|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |94-100| | | loam | | | | | | | |  | 6-18 |Very fine sandy|ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 18-28 |Very fine sandy|ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 28-38 |Very fine sandy|ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 38-42 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Rock outcrop----| 0-60 |Unweathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | RoCH: | | | | | | | | | |  Rock outcrop----| 0-60 |Gypsiferous | --- | --- | --- | --- | --- | --- | --- |  | | material | | | | | | | |  | | | | | | | | | |  Cottonwood------| 0-9 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 |98-100|95-100|80-100| | 9-13 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | RssA: | | | | | | | | | |  Rosston---------| 0-13 |Clay |CH |A-7-6 | 0 | 0 | 100 | 100 |95-100| | 13-31 |Clay, silty |CH |A-7-6 | 0 | 0 | 100 | 100 |95-100| | | clay | | | | | | | |  | 31-51 |Clay, silty |CH |A-7-6 | 0 | 0 | 100 |98-100|90-100| | | clay | | | | | | | |  | 51-80 |Clay, silty |CH |A-7-6 | 0 | 0 | 100 |98-100|90-100| | | clay | | | | | | | |  | | | | | | | | | | SAL: | | | | | | | | | |  Salt flats------| 0-14 |Fine sand |SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-98 |  | 14-40 |Stratified sand|SM, ML, CL, |A-2, A-4, | 0 | 0 | 100 |98-100|80-100|  | | to clay loam | SP-SM | A-6, A-7 | | | | | |  | 40-80 |Stratified sand|SM |A-2, A-3 | 0 | 0 | 100 |98-100|82-98 |  | | to fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | SelA: | | | | | | | | | |  Selman----------| 0-15 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 15-25 |Silt loam, |ML, CL, CL-ML|A-4, A-6 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 25-38 |Silt loam, clay|CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 38-55 |Silt loam, clay|CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 55-80 |Loam, silt loam|ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | SelB: | | | | | | | | | |  Selman----------| 0-5 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 5-16 |Loam, silt |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 16-51 |Loam, clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, silt | | | | | | | |  | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 51-61 |Silt loam, clay|CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 61-80 |Loam, silt loam|CL, CL-ML, ML|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | SelC: | | | | | | | | | |  Selman----------| 0-8 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 8-14 |Silt loam, |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 14-27 |Silt loam, clay|CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 27-56 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, silt | | | | | | | |  | | loam | | | | | | | |  | 56-80 |Silt loam, loam|CL-ML, ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | SelC2: | | | | | | | | | |  Selman----------| 0-6 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 6-18 |Silt loam, |CL, CL-ML, ML|A-4, A-6 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 18-31 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, silt | | | | | | | |  | | loam | | | | | | | |  | 31-54 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, silt | | | | | | | |  | | loam | | | | | | | |  | 54-80 |Loam, silt loam|ML, CL, CL-ML|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | SelD: | | | | | | | | | |  Selman----------| 0-9 |Silt loam |CL, ML, CL-ML|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 9-16 |Silt loam, |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 16-61 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, silt | | | | | | | |  | | loam | | | | | | | |  | 61-80 |Silt loam, loam|ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | SelD2: | | | | | | | | | |  Selman----------| 0-7 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | 7-24 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, silt | | | | | | | |  | | loam | | | | | | | |  | 24-43 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | loam, clay | | | | | | | |  | | loam, silt | | | | | | | |  | | loam | | | | | | | |  | 43-80 |Silt loam, loam|CL-ML, ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |96-100| | | | | | | | | | | SprA: | | | | | | | | | |  Spur------------| 0-12 |Loam |CL |A-6 | 0 | 0 | 100 |98-100|85-100| | 12-21 |Sandy clay |CL |A-6, A-7-6 | 0 | 0 | 100 |98-100|80-100| | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | 21-39 |Sandy clay |CL |A-6, A-7-6 | 0 | 0 | 100 |98-100|80-100| | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | 39-80 |Sandy clay |CL |A-6, A-7-6 | 0 | 0 | 100 |98-100|80-100| | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | SpsA: | | | | | | | | | |  Spur------------| 0-18 |Loam |CL |A-6 | 0 | 0 | 100 |98-100|85-100| | 18-35 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 |98-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 35-57 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 |98-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 57-80 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 |98-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | StpA: | | | | | | | | | |  St. Paul--------| 0-13 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 13-22 |Silt loam, |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | silty clay | | | | | | | |  | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 22-66 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, silt | | | | | | | |  | | loam, loam, | | | | | | | |  | | clay loam | | | | | | | |  | 66-77 |Loam, silt |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |95-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 77-88 |Loam, silt |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | StpB: | | | | | | | | | |  St. Paul--------| 0-13 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 13-20 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 20-31 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 31-45 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |95-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | 45-86 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | StpC: | | | | | | | | | |  St. Paul--------| 0-11 |Silt loam |CL, ML, CL-ML|A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 11-20 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |95-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 20-33 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 33-51 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 51-80 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |95-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | StpD: | | | | | | | | | |  St. Paul--------| 0-9 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 9-22 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 22-42 |Silty clay |CL |A-6, A-7 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam | | | | | | | |  | 42-61 |Silty clay |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |95-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | 61-80 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | | | | | | | | | | TeWE: | | | | | | | | | |  Teagard---------| 0-9 |Clay loam |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | 9-18 |Silty clay |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay, | | | | | | | |  | | clay loam, | | | | | | | |  | | silty clay | | | | | | | |  | 18-30 |Silty clay, |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | clay, clay | | | | | | | |  | | loam, silty | | | | | | | |  | | clay loam | | | | | | | |  | 30-38 |Silty clay |CL, CH |A-7 | 0 | 0 | 100 | 100 |96-100| | | loam, clay, | | | | | | | |  | | silty clay | | | | | | | |  | 38-40 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | TeWE: | | | | | | | | | |  Wellsford-------| 0-7 |Clay loam |CL |A-6, A-7-6 | 0 | 0-5 |95-100|95-100|90-100| | 7-16 |Silty clay, |CL, CH |A-7-6 | 0 | 0-5 |95-100|95-100|85-100| | | clay, clay | | | | | | | |  | | loam | | | | | | | |  | 16-20 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | TexA: | | | | | | | | | |  Texroy----------| 0-13 |Loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 13-24 |Loam, sandy |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 24-37 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 37-63 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 63-80 |Clay loam |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | | | | | | | | | TexB: | | | | | | | | | |  Texroy----------| 0-11 |Loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 11-23 |Loam, sandy |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 23-42 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 42-64 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 64-80 |Clay loam |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | | | | | | | | | TexC: | | | | | | | | | |  Texroy----------| 0-12 |Loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 12-20 |Loam, sandy |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 20-35 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 35-51 |Clay loam, |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | sandy clay | | | | | | | |  | | loam, loam | | | | | | | |  | 51-80 |Clay loam |CL |A-6, A-7-6 | 0 | 0 | 100 | 100 |95-100| | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | TipA: | | | | | | | | | |  Tipton----------| 0-10 |Loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100| | 10-21 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 21-45 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 45-62 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 62-80 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | | | | | | | | | TipB: | | | | | | | | | |  Tipton----------| 0-8 |Loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100| | 8-26 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 26-38 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 38-55 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 55-80 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | | | | | | | | | TipC: | | | | | | | | | |  Tipton----------| 0-23 |Loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100| | 23-35 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 35-49 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 49-72 |Clay loam, loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 72-80 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | | | | | | | | | TipD: | | | | | | | | | |  Tipton----------| 0-17 |Loam |CL-ML, ML |A-4 | 0 | 0 | 100 | 100 |95-100| | 17-22 |Loam |CL-ML, ML |A-4 | 0 | 0 | 100 | 100 |95-100| | 22-50 |Loam, clay loam|CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | 50-70 |Fine sandy |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | 70-80 |Fine sandy |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100| | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | TRQC: | | | | | | | | | |  Talpa-----------| 0-12 |Loam |CL |A-6, A-7 | 0 | 0-5 |95-100|90-100|85-98 | | 12-14 |Unweathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Rock outcrop----| 0-14 |Unweathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Quinlan---------| 0-8 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 8-14 |Loam, silt |SC, ML, CL, |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | CL-ML | | | | | | |  | | loam | | | | | | | |  | 14-20 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | TvlC: | | | | | | | | | |  Tivoli----------| 0-7 |Fine sand |SM |A-2 | 0 | 0 | 100 |98-100|90-100|  | 7-80 |Fine sand, sand|SM, SP-SM |A-2, A-3 | 0 | 0 | 100 |98-100|80-100|  | | | | | | | | | | TvlE: | | | | | | | | | |  Tivoli----------| 0-13 |Fine sand |SM |A-2 | 0 | 0 | 100 |98-100|90-100|  | 13-20 |Loamy sand, |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|80-100|  | | sand, fine | | | | | | | |  | | sand | | | | | | | |  | 20-80 |Loamy sand, |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|80-100|  | | fine sand, | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | TvlG: | | | | | | | | | |  Tivoli----------| 0-8 |Fine sand |SM |A-2 | 0 | 0 | 100 |98-100|90-100|  | 8-18 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|80-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | 18-40 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|80-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | 40-80 |Loamy fine |SP-SM, SM |A-2, A-3 | 0 | 0 | 100 |98-100|80-100|  | | sand, fine | | | | | | | |  | | sand, sand | | | | | | | |  | | | | | | | | | | VerB: | | | | | | | | | |  Vernon----------| 0-5 |Clay loam |CL |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | 5-11 |Clay loam, |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay, silty | | | | | | | |  | | clay | | | | | | | |  | 11-22 |Clay, silty |CL, CH |A-7-6, A-6 | 0 | 0 |95-100|90-100|90-100| | | clay | | | | | | | |  | 22-34 |Clay, silty |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay | | | | | | | |  | 34-39 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | VerC: | | | | | | | | | |  Vernon----------| 0-6 |Clay loam |CL |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | 6-35 |Gravelly clay, |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay, silty | | | | | | | |  | | clay | | | | | | | |  | 35-39 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | VerD: | | | | | | | | | |  Vernon----------| 0-5 |Clay loam |CL |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | 5-13 |Clay, silty |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay | | | | | | | |  | 13-26 |Gravelly clay, |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | silty clay, | | | | | | | |  | | clay | | | | | | | |  | 26-39 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | VrrB: | | | | | | | | | |  Vernon----------| 0-4 |Sandy loam |SC-SM, SC |A-2, A-4, A-6| 0 | 0 | 100 | 100 |60-70 | | 4-10 |Fine sandy |SC, CL |A-6, A-7-6 | 0 | 0 |95-100|90-100|80-100| | | loam, sandy | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 10-31 |Channery silty |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay loam, | | | | | | | |  | | silty clay, | | | | | | | |  | | clay | | | | | | | |  | 31-39 |Extremely |CH, CL |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | channery silty| | | | | | | |  | | clay loam, | | | | | | | |  | | silty clay, | | | | | | | |  | | clay | | | | | | | |  | 39-47 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | VrrC: | | | | | | | | | |  Vernon----------| 0-16 |Sandy loam |SC-SM, SC |A-2, A-4, A-6| 0 | 0 | 100 | 100 |60-70 | | 16-22 |Silty clay |SC, CL |A-6, A-7-6 | 0 | 0 |95-100|90-100|80-100| | | loam, clay | | | | | | | |  | | loam, sandy | | | | | | | |  | | clay loam | | | | | | | |  | 22-31 |Clay, silty |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay | | | | | | | |  | 31-37 |Gravelly clay, |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|90-100| | | clay, silty | | | | | | | |  | | clay | | | | | | | |  | 37-41 |Bedrock | --- | --- | --- | --- | --- | --- | --- |  | | | | | | | | | | W: | | | | | | | | | |  Water. | | | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | WodA: | | | | | | | | | |  Woods-----------| 0-16 |Clay loam |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | 16-26 |Clay, silty |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | | clay, silty | | | | | | | |  | | clay loam | | | | | | | |  | 26-42 |Clay, silty |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 42-62 |Clay, silty |CL, CH |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 62-80 |Clay loam, |CL, CH |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | silty clay | | | | | | | |  | | | | | | | | | | WodB: | | | | | | | | | |  Woods-----------| 0-11 |Clay loam |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | 11-26 |Clay, silty |CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 26-41 |Clay, silty |CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | clay loam | | | | | | | |  | 41-60 |Clay loam, |CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | silty clay | | | | | | | |  | 60-80 |Clay loam, |CH, CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | clay, silty | | | | | | | |  | | clay loam, | | | | | | | |  | | silty clay | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | WodC: | | | | | | | | | |  Woods-----------| 0-10 |Clay loam |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | 10-13 |Clay loam, |CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | silty clay | | | | | | | |  | | loam | | | | | | | |  | 13-51 |Clay, silty |CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |98-100| | | clay, silty | | | | | | | |  | | clay loam | | | | | | | |  | 51-69 |Clay loam, |CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |96-100| | | silty clay | | | | | | | |  | | loam, silty | | | | | | | |  | | clay | | | | | | | |  | 69-80 |Clay loam, |CH, CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |96-100| | | stratified | | | | | | | |  | | silt loam to | | | | | | | |  | | clay | | | | | | | |  | | | | | | | | | | WQHE: | | | | | | | | | |  Westola---------| 0-11 |Loam |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |95-100| | 11-18 |Loam, fine |SM, SC, CL, |A-4 | 0 | 0 | 100 |95-100|90-100| | | sandy loam, | ML | | | | | | |  | | very fine | | | | | | | |  | | sandy loam | | | | | | | |  | 18-28 |Loam, |SM, CL, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|90-100| | | stratified | SC | | | | | | |  | | loamy fine | | | | | | | |  | | sand to loam | | | | | | | |  | 28-34 |Fine sandy |CL, ML, SM, |A-2, A-4 | 0 | 0 | 100 |95-100|90-100| | | loam, | SC | | | | | | |  | | stratified | | | | | | | |  | | loamy fine | | | | | | | |  | | sand to loam | | | | | | | |  | 34-80 |Stratified |CL, ML, SC, |A-2, A-4 | 0 | 0 | 100 |95-100|90-100| | | loamy fine | SM | | | | | | |  | | sand to loam | | | | | | | |  | | | | | | | | | |  Quinlan---------| 0-8 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 8-15 |Loam, silt |SC, ML, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | ML, CL | | | | | | |  | | loam | | | | | | | |  | 15-18 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | WQHE: | | | | | | | | | |  Hardeman--------| 0-9 |Loam |CL-ML, SC-SM,|A-4 | 0 | 0 | 100 |98-100|70-96 | | | | SM, ML | | | | | | |  | 9-18 |Loam, very fine|ML, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | sandy loam, | SM, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 18-35 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | ML, CL-ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 35-47 |Fine sandy |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | CL-ML, ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | 47-80 |Fine sandy |SC-SM, CL-ML,|A-2-4, A-4 | 0 | 0 | 100 |98-100|70-96 | | | loam, very | ML, SM | | | | | | |  | | fine sandy | | | | | | | |  | | loam, loam | | | | | | | |  | | | | | | | | | | WQnB: | | | | | | | | | |  Woodward--------| 0-8 |Loam |ML, CL, CL-ML|A-4 | 0 | 0 | 100 | 100 |96-100| | 8-19 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 19-25 |Very fine sandy|CL, ML, CL-ML|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, silt | | | | | | | |  | | loam, loam | | | | | | | |  | 25-30 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Quinlan---------| 0-6 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 6-18 |Very fine sandy|CL, SC, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, silt | ML, ML | | | | | | |  | | loam, clay | | | | | | | |  | | loam, loam | | | | | | | |  | 18-22 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | WQnC: | | | | | | | | | |  Woodward--------| 0-7 |Loam |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |96-100| | 7-30 |Loam, silt |ML, CL-ML, CL|A-4 | 0 | 0 | 100 | 100 |94-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 30-35 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | |  Quinlan---------| 0-8 |Loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-100| | 8-13 |Loam, silt |SC, CL, CL- |A-4, A-6, A-7| 0 | 0 | 100 | 100 |90-100| | | loam, clay | ML, ML | | | | | | |  | | loam | | | | | | | |  | 13-18 |Weathered | --- | --- | --- | --- | --- | --- | --- |  | | bedrock | | | | | | | |  | | | | | | | | | | WslA: | | | | | | | | | |  Westola---------| 0-8 |Fine sandy loam|CL-ML, SM, |A-4 | 0 | 0 | 100 |95-100|90-100| | | | SC-SM, ML | | | | | | |  | 8-16 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 | 100 |95-100|90-100| | | loam, loam, | SM | | | | | | |  | | very fine | | | | | | | |  | | sandy loam | | | | | | | |  | 16-27 |Stratified |CL, ML, SC, |A-2, A-4 | 0 | 0 | 100 |95-100|90-100| | | loamy fine | SM | | | | | | |  | | sand to fine | | | | | | | |  | | sandy loam | | | | | | | |  | 27-33 |Clay loam, |SM, SC, ML, |A-4 | 0 | 0 | 100 |95-100|90-100| | | loam, very | CL | | | | | | |  | | fine sandy | | | | | | | |  | | loam, fine | | | | | | | |  | | sandy loam | | | | | | | |  | 33-80 |Stratified fine|SM, SC, CL, |A-2, A-4 | 0 | 0 | 100 |95-100|90-100| | | sandy loam to | ML | | | | | | |  | | loamy fine | | | | | | | |  | | sand | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | WstA: | | | | | | | | | |  Westola---------| 0-10 |Fine sandy loam|ML, CL-ML, |A-4 | 0 | 0 | 100 |95-100|90-100| | | | SM, SC-SM | | | | | | |  | 10-25 |Very fine sandy|SM, SC, CL, |A-4 | 0 | 0 | 100 |95-100|90-100| | | loam, loam, | ML | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 25-43 |Very fine sandy|ML, CL, SC, |A-4 | 0 | 0 | 100 |95-100|90-100| | | loam, loam, | SM | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 43-90 |Stratified very|CL, ML, SC, |A-4, A-2 | 0 | 0 | 100 |95-100|90-100| | | fine sandy | SM | | | | | | |  | | loam to clay | | | | | | | |  | | loam | | | | | | | |  | 90-99 |Stratified |SM, SC, ML, |A-2, A-4 | 0 | 0 | 100 |95-100|90-100| | | loamy fine | CL | | | | | | |  | | sand to very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | | | | | | | | | | YmrA: | | | | | | | | | |  Yomont----------| 0-12 |Loam |CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|95-100| | 12-24 |Silt loam, |CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 24-31 |Silt loam, |CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 31-39 |Silt loam, |CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 39-80 |Very fine sandy|CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, loam, | | | | | | | |  | | silt loam | | | | | | | |  | | | | | | | | | | 
Table 17.--Engineering Index Properties--Continued __________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passin Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |______________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_ | In | | | | Pct | Pct | | | | 

 | | | | | | | | | | YmtA: | | | | | | | | | |  Yomont----------| 0-7 |Loam |ML, CL-ML |A-4 | 0 | 0 | 100 |98-100|95-100| | 7-16 |Silt loam, |ML, CL-ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 16-21 |Loam, very fine|CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | sandy loam, | | | | | | | |  | | silt loam | | | | | | | |  | 21-60 |Silt loam, |CL-ML, ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | loam, very | | | | | | | |  | | fine sandy | | | | | | | |  | | loam | | | | | | | |  | 60-80 |Stratified sand|ML, CL-ML |A-4 | 0 | 0 | 100 |98-100|85-100| | | to coarse | | | | | | | |  | | sand, loam, | | | | | | | |  | | silt loam, | | | | | | | |  | | very fine | | | | | | | |  | | sandy loam | | | | | | | |  | | | | | | | | | | _________________|_______|_______________|_____________|_____________|______|______|______|______|______|_
Harper County, Oklahoma 517

Engineering Index Test Data

Table 18, “Engineering Index Test Data of Selected Soils,” shows laboratory test

data for several pedons sampled at carefully selected sites in the survey area. The

pedons are representative of the series in this survey. The soil samples were tested

by the Oklahoma Department of Transportation, Materials Division.

The testing methods generally are those of the American Association of State

Highway and Transportation Officials (AASHTO) or the American Society for Testing

and Materials (ASTM).

The tests and methods are AASHTO classification—M 145 (AASHTO), D 3282

(ASTM); Mechanical analysis—T 88 (AASHTO), D 2217 (ASTM); Liquid limit—T 89

(AASHTO), D 423 (ASTM); Plasticity index—T 90 (AASHTO), D 424 (ASTM), D 1883

(ASTM); and Shrinkage—T 92 (AASHTO), D 427 (ASTM).
Table 18.--Engineering Index Test Data of Selected Soils [Dashes indicate that data were not available. RN means report number; HO, horizon; LL, liquid limi

 index; and NP, nonplastic] ____________________________________________________________________________________________________ | | | | | Shrinkage | Percentage | Percentage |  | | | | | | passing sieve-- | smaller than |  ____________ _________________ _________________ Soil name and | Parent | RN |Depth| HO | | | | | | | | | L sample number* | material | | | |limit| ratio| No. | No. | No. |0.05 |0.005|0.002|  | | | | | | | 10 | 40 | 200 | mm | mm | mm | ____________________________________________________________________________________________________ | | | In | | | | | | | | | | P | | | | | | | | | | | | | Abbie: |Alluvium |4771 | 0-6 | Ap | 14 | 1.87 | 100 | 98 | 77 | 68 | 28 | 18 |  S93OK-059-007 | |4773 |12-24|Bt1&2| 14 | 1.86 | 100 | 98 | 71 | 62 | 28 | 26 |  | | | | | | | | | | | | |  | | | | | | | | | | | | | Deepwood: |Alluvium and |5419 | 0-12| A | --- | ---- | 100 | 99 | 76 | 52 | 15 | 13 |  S94OK-059-011 | colluvium |5421 |12-99|Bw&Bk| --- | ---- | 100 | 99 | 75 | 50 | 18 | 15 |  | | | | | | | | | | | | |  | | | | | | | | | | | | | Devol: |Alluvium and |5409 | 0-6 | A | --- | ---- | 100 | 98 | 18 | 14 | 9 | 8 |  S94OK-059-010 | eolian sand |5410 | 6-23| Bt | --- | ---- | 100 | 97 | 18 | 15 | 12 | 11 |  | | | | | | | | | | | | |  | | | | | | | | | | | | | Lugert: |Alluvium |5467 | 0-11| A | --- | ---- | 100 | 99 | 85 | 59 | 19 | 17 |  S94OK-059-016 | |5469 |11-36|Bw&Bk| --- | ---- | 100 | 99 | 83 | 65 | 18 | 14 |  | | | | | | | | | | | | |  | | | | | | | | | | | | | St. Paul: |Alluvium |4754 | 0-13| Ap | 16 | 1.77 | 100 | 100 | 95 | 82 | 25 | 22 |  S93OK-059-005 | |4756 |13-36| Bt | 14 | 1.91 | 100 | 100 | 96 | 87 | 36 | 30 |  | | | | | | | | | | | | |  | | | | | | | | | | | | | Westola: |Alluvium |5456 | 0-10| Ap | --- | ---- | 100 | 99 | 68 | 48 | 13 | 11 |  S94OK-059-015 | |5458 |10-25|BC1&2| --- | ---- | 100 | 98 | 53 | 35 | 11 | 8 |  | | | | | | | | | | | | |  | | | | | | | | | | | | | Yomont: |Alluvium |4732 | 0-7 | A | 18 | 1.76 | 100 | 99 | 87 | 76 | 30 | 23 |  S93OK-059-002 | |4734 |16-29| Ck1 | 16 | 1.81 | 100 | 100 | 89 | 73 | 24 | 18 |  | | | | | | | | | | | | | ____________________________________________________________________________________________________ * Locations of pedons are as follows: Abbie (S93OK-059-007), 1,700 feet south and 1,800 feet west of the northeast corner of sec. 23,  Deepwood (S94OK-059-011), 650 feet south and 500 feet east of the northwest corner of sec. 33, T Devol (S94OK-059-010), 1,800 feet north and 500 feet east of the southwest corner of sec. 6, T.  Lugert (S94OK-059-016), 200 feet west and 50 feet south of the northeast corner of sec. 21, T. 2 St. Paul (S93OK-059-005), 900 feet west and 1,600 feet south of the northeast corner of sec. 32,  Westola (S94OK-059-015), 2,600 feet north and 1,600 feet west of the southeast corner of sec. 

R. 21 W. Yomont (S93OK-059-002), 2,000 feet east and 1,600 feet south of the northwest corner of sec. 20, 
Harper County, Oklahoma 519

Physical Properties

Table 19, “Physical Properties of the Soils,” shows estimates of some physical

characteristics and features that affect soil behavior. These estimates are given for

the layers of each soil in the survey area. The estimates are based on field

observations and on test data for these and similar soils.

Depth to the upper and lower boundaries of each layer is indicated.

Particle size is the effective diameter of a soil particle as measured by

sedimentation, sieving, or micrometric methods. Particle sizes are expressed as

classes with specific effective diameter class limits. The broad classes are sand, silt,

and clay, ranging from the larger to the smaller.

Sand as a soil separate consists of mineral soil particles that are 0.05 millimeter to

2 millimeters in diameter. In the table, the estimated sand content of each soil layer is

given as a percentage, by weight, of the soil material that is less than 2 millimeters in

diameter.

Silt as a soil separate consists of mineral soil particles that are 0.002 to 0.05

millimeter in diameter. In the table, the estimated silt content of each soil layer is given

as a percentage, by weight, of the soil material that is less than 2 millimeters in

diameter.

Clay as a soil separate consists of mineral soil particles that are less than 0.002

millimeter in diameter. In the table, the estimated clay content of each soil layer is

given as a percentage, by weight, of the soil material that is less than 2 millimeters in

diameter.

The content of sand, silt, and clay affects the physical behavior of a soil. Particle

size is important for engineering and agronomic interpretations, for determination of

soil hydrologic qualities, and for soil classification.

The amount and kind of clay affect the fertility and physical condition of the soil and

the ability of the soil to adsorb cations and to retain moisture. They influence shrinkswell potential, permeability, plasticity, the ease of soil dispersion, and other soil

properties. The amount and kind of clay in a soil also affect tillage and earthmoving

operations.

Moist bulk density is the weight of soil (ovendry) per unit volume. Volume is

measured when the soil is at field moisture capacity, that is, the moisture content

at 1/3- or 1/10-bar (33kPa or 10kPa) moisture tension. Weight is determined after the

soil is dried at 105 degrees C. In the table, the estimated moist bulk density of

each soil horizon is expressed in grams per cubic centimeter of soil material that

is less than 2 millimeters in diameter. Bulk density data are used to compute linear

extensibility, shrink-swell potential, available water capacity, total pore space, and

other soil properties. The moist bulk density of a soil indicates the pore space

available for water and roots. Depending on soil texture, a bulk density of more

than 1.4 can restrict water storage and root penetration. Moist bulk density is

influenced by texture, kind of clay, content of organic matter, and soil structure.

Permeability (Ksat ) refers to the ability of a soil to transmit water or air. The term

“permeability,” as used in soil surveys, indicates saturated hydraulic conductivity

(Ksat ). The estimates in the table indicate the rate of water movement, in inches

per hour, when the soil is saturated. They are based on soil characteristics

observed in the field, particularly structure, porosity, and texture. Permeability is

considered in the design of soil drainage systems and septic tank absorption

fields.

Available water capacity refers to the quantity of water that the soil is capable of

storing for use by plants. The capacity for water storage is given in inches of water per

inch of soil for each soil layer. The capacity varies, depending on soil properties that

affect retention of water. The most important properties are the content of organic

matter, soil texture, bulk density, and soil structure. Available water capacity is an
520 Soil Survey

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.

Erosion factors are shown in the table as the K factor (Kw and Kf) and the T factor.

Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water.

Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the

Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of

soil loss by sheet and rill erosion in tons per acre per year. The estimates are based

primarily on percentage of silt, sand, and organic matter and on soil structure and

permeability. Values of K range from 0.02 to 0.69. Other factors being equal, the

higher the value, the more susceptible the soil is to sheet and rill erosion by water.

Erosion factor Kw indicates the erodibility of the whole soil. The estimates are

modified by the presence of rock fragments.

Erosion factor Kf indicates the erodibility of the fine-earth fraction, or the material

less than 2 millimeters in size.

Erosion factor T is an estimate of the maximum average annual rate of soil erosion

by wind or water that can occur without affecting crop productivity over a sustained

period. The rate is in tons per acre per year.

Wind Erodibility Groups—Wind erodibility is directly related to the percentage of

dry, nonerodible surface soil aggregates larger than 0.84 millimeter in diameter. From

this percentage, the wind erodibility index factor (I) is determined. This factor is an

expression of the stability of the soil aggregates, or the extent to which tillage and the

abrasion caused by windblown soil particles break them down. Soils are assigned to

wind erodibility groups (WEG) having similar percentages of dry soil aggregates

larger than 0.84 millimeter.

Wind erodibility groups are made up of soils that have similar properties affecting

their resistance to soil blowing in cultivated areas. The groups indicate the

susceptibility to soil blowing. Soils are grouped according to the following distinctions:

WEG 1.—Very fine sand, fine sand, sand, and coarse sand.

WEG 2.—Loamy very fine sand, loamy fine sand, loamy sand, loamy coarse sand,

ash, and sapric organic soil material.

WEG 3.—Very fine sandy loam, fine sandy loam, sandy loam, and coarse sandy

loam.

WEG 4.—Clay, silty clay, and noncalcareous clay loam and silty clay loam with

more than 35 percent clay.
Harper County, Oklahoma 521

WEG 4L.—Calcareous loam, silt loam, clay loam, and silty clay loam characterized

by a strongly or violently effervescent reaction to cold dilute (1N) HCl.

WEG 5.—Noncalcareous loam and silt loam with less than 20 percent clay and

sandy clay loam, sandy clay, and hemic organic soil material.

WEG 6.—Noncalcareous loam and silt loam with more than 20 percent clay and

noncalcareous clay loam with less than 35 percent clay.

WEG 7.—Silt, noncalcareous silty clay loam with less than 35 percent clay, and

fibric organic soil material.

WEG 8.—Soils that are not susceptible to soil blowing because of rock fragments

on the surface or because of surface wetness.

Wind erodibility index is a numerical value indicating the susceptibility of soil to

wind erosion, or the tons per acre per year that can be expected to be lost to wind

erosion. There is a close correlation between wind erosion and the texture of the

surface layer, the size and durability of surface clods, rock fragments, organic matter,

and a calcareous reaction. Soil moisture and frozen soil layers also influence wind

erosion.

Additional information about wind erodibility groups and K, Kf, T, and I factors can

be obtained from local office of the Natural Resources Conservation Service or the

Cooperative Extension Service.
Table 19.--Physical Properties of the Soils [Entries under "Erosion factors--T" apply to the entire profile. Entries under "Wind erodibility group" and "Wind e

 apply only to the surface layer. Absence of an entry indicates that data were not estimated] ____________________________________________________________________________________________________________________ | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | AbbA: | | | | | | | | | | |  Abbie-----------| 0-12 | 23-53 | 27-50 | 10-26 |1.30-1.55| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 12-23 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 23-42 | 22-80 | 0-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 42-80 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | AbbB: | | | | | | | | | | |  Abbie-----------| 0-12 | 23-53 | 27-50 | 10-26 |1.30-1.55| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 12-24 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 24-44 | 22-80 | 0-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 44-49 | 23-53 | 27-50 | 7-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | 49-91 | 20-45 | 15-53 | 27-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | AbbB2: | | | | | | | | | | |  Abbie-----------| 0-7 | 23-53 | 27-50 | 10-26 |1.30-1.55| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 7-17 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 17-32 | 22-80 | 0-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 32-42 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | 42-80 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | AbbC: | | | | | | | | | | |  Abbie-----------| 0-14 | 23-53 | 27-50 | 10-26 |1.30-1.55| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 14-26 | 22-80 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 26-38 | 22-80 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 38-56 | 22-80 | 15-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 56-80 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | AbbC2: | | | | | | | | | | |  Abbie-----------| 0-12 | 23-53 | 27-50 | 10-26 |1.30-1.55| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 12-23 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 23-37 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 37-51 | 22-80 | 0-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 51-80 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | AbsB: | | | | | | | | | | |  Abilene---------| 0-9 | 0-32 | 50-82 | 20-27 |1.30-1.65| 0.6-2 |0.15-0.20| 3.0-5.9 | 1.0-3.0 | .37 | .37  | 9-18 | 0-45 | 15-73 | 20-35 |1.30-1.65| 0.6-2 |0.15-0.20| 3.0-5.9 | 1.0-3.0 | .37 | .37  | 18-26 | 0-45 | 0-60 | 35-45 |1.30-1.60| 0.2-0.6 |0.14-0.18| 3.0-5.9 | 1.0-2.0 | .28 | .28  | 26-57 | 0-45 | 0-60 | 35-45 |1.40-1.60| 0.2-0.6 |0.12-0.15| 3.0-5.9 | 0.1-1.0 | .32 | .32  | 57-80 | 0-45 | 0-60 | 35-45 |1.30-1.60| 0.2-0.6 |0.14-0.18| 3.0-5.9 | 1.0-2.0 | .28 | .28  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | AclA: | | | | | | | | | | |  Abbie-----------| 0-13 | 20-45 | 15-53 | 27-30 |1.30-1.60| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 13-24 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 24-61 | 22-80 | 0-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 61-67 | 20-45 | 15-53 | 27-35 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | 67-80 | 45-80 | 0-27 | 20-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | AflB: | | | | | | | | | | |  Abbie-----------| 0-7 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.10-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24  | 7-14 | 22-80 | 0-53 | 7-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | 14-47 | 22-80 | 0-53 | 7-35 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | 47-80 | 22-80 | 0-53 | 7-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | AflC: | | | | | | | | | | |  Abbie-----------| 0-13 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.10-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24  | 13-27 | 20-53 | 15-53 | 20-35 |1.40-1.70| 0.2-0.6 |0.14-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 27-45 | 22-80 | 0-53 | 18-35 |1.40-1.70| 0.2-0.6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 45-57 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | 57-80 | 22-80 | 0-53 | 5-30 |1.40-1.70| 0.6-6 |0.08-0.20| 0.0-2.9 | 0.0-0.5 | .28 | .32  | | | | | | | | | | | BdaB: | | | | | | | | | | |  Berda-----------| 0-6 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-1.0 | .28 | .28  | 6-19 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 19-39 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 39-80 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | BdaC: | | | | | | | | | | |  Berda-----------| 0-8 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-1.0 | .28 | .28  | 8-17 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 17-25 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 25-35 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 35-80 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | BdaD: | | | | | | | | | | |  Berda-----------| 0-9 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-1.0 | .28 | .28  | 9-25 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 25-46 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 46-80 | 22-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | CRVE: | | | | | | | | | | |  Cottonwood------| 0-8 | 23-53 | 27-50 | 18-27 |1.30-1.50| 0.6-2 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 8-12 | --- | --- | --- | --- | 0.2-20 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Rock outcrop----| 0-60 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | CRVE: | | | | | | | | | | |  Vinson----------| 0-10 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37  | 10-23 | 0-53 | 15-82 | 18-30 |1.40-1.70| 0.6-2 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .37 | .37  | 23-34 | 0-53 | 15-82 | 18-30 |1.40-1.70| 0.6-2 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .37 | .37  | 34-38 | --- | --- | --- |1.85-2.35|0.0015-0.06| --- | --- | --- | --- | ---  | | | | | | | | | | | DAM: | | | | | | | | | | |  Dam-------------| 0-80 | --- | --- | --- | --- | 0.06-2 |0.00-0.00| --- | --- | --- | ---  | | | | | | | | | | | DevE: | | | | | | | | | | |  Devol-----------| 0-8 | 70-90 | 0-30 | 2-15 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 8-23 | 43-90 | 0-50 | 2-18 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 23-43 | 43-90 | 0-50 | 2-15 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 43-80 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | DpwB: | | | | | | | | | | |  Deepwood--------| 0-6 | 33-53 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.16-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 6-21 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 21-43 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 43-59 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 59-80 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | DpwC: | | | | | | | | | | |  Deepwood--------| 0-10 | 33-53 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.16-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 10-23 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 23-36 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 36-60 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 60-80 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | DpwD: | | | | | | | | | | |  Deepwood--------| 0-12 | 33-53 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.16-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 12-29 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 29-51 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 51-80 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | DpwE: | | | | | | | | | | |  Deepwood--------| 0-8 | 33-85 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.16-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 8-27 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 27-53 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 53-80 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | DvlB: | | | | | | | | | | |  Devol-----------| 0-5 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 5-13 | 43-90 | 0-50 | 2-18 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 13-29 | 43-90 | 0-50 | 2-15 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 29-42 | 43-100 | 0-50 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 42-80 | 70-100 | 0-50 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | DvlC: | | | | | | | | | | |  Devol-----------| 0-6 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 6-23 | 43-90 | 0-50 | 2-18 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 23-38 | 43-90 | 0-50 | 2-15 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 38-49 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 49-80 | 43-90 | 0-50 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | DvlD: | | | | | | | | | | |  Devol-----------| 0-6 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 6-16 | 43-90 | 0-50 | 2-18 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 16-25 | 43-90 | 0-50 | 2-15 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 25-43 | 43-100 | 0-50 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 43-80 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | EdlC: | | | | | | | | | | |  Eda-------------| 0-7 | 70-90 | 0-30 | 2-8 |1.35-1.50| 6-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | .15 | .15  | 7-15 | 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 15-23 | 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 23-80 | 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | EdlE: | | | | | | | | | | |  Eda-------------| 0-10 | 70-90 | 0-30 | 2-8 |1.35-1.50| 6-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | .15 | .15  | 10-19 | 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 19-28 | 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 28-45 | 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 45-104| 70-100 | 0-30 | 1-8 |1.50-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | FayB: | | | | | | | | | | |  Farry-----------| 0-13 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.10-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .24  | 13-35 | 23-80 | 0-50 | 18-27 |1.40-1.70| 0.6-2 |0.11-0.20| 0.0-2.9 | 0.5-1.0 | .24 | .32  | 35-47 | 23-90 | 0-50 | 5-27 |1.40-1.70| 0.6-6 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | .24 | .32  | 47-80 | 23-90 | 0-50 | 3-20 |1.40-1.70| 2-20 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .32  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | FayC: | | | | | | | | | | |  Farry-----------| 0-12 | --- | 0-50 | 8-18 |1.30-1.60| 2-6 |0.10-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .24  | 12-19 | 23-80 | 0-50 | 18-27 |1.40-1.70| 0.6-2 |0.11-0.20| 0.0-2.9 | 0.5-1.0 | .24 | .32  | 19-28 | 23-90 | 0-50 | 5-27 |1.40-1.70| 0.6-6 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | .24 | .32  | 28-42 | 23-90 | 0-50 | 5-27 |1.40-1.70| 0.6-6 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | .24 | .32  | 42-80 | 23-90 | 0-50 | 3-20 |1.40-1.70| 2-6 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .32  | | | | | | | | | | | FoFE: | | | | | | | | | | |  Fortyone--------| 0-8 | 43-80 | 0-50 | 7-15 |1.35-1.60| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-2.0 | .17 | .20  | 8-16 | 32-85 | 0-50 | 10-18 |1.45-1.70| 2-6 |0.10-0.19| 0.0-2.9 | 0.5-1.0 | .17 | .20  | 16-24 | 32-90 | 0-50 | 4-15 |1.45-1.60| 2-20 |0.06-0.13| 0.0-2.9 | 0.0-0.5 | .10 | .17  | 24-34 | 32-100 | 0-50 | 2-10 |1.50-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17  | 34-80 | 32-100 | 0-50 | 2-10 |1.50-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17  | | | | | | | | | | |  Farry-----------| 0-10 | 43-80 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.10-0.15| 0.0-2.9 | 1.0-3.0 | .20 | .24  | 10-18 | 23-80 | 0-50 | 18-27 |1.40-1.70| 0.6-2 |0.11-0.20| 0.0-2.9 | 0.5-1.0 | .24 | .32  | 18-25 | 23-90 | 0-50 | 5-27 |1.40-1.70| 0.6-6 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | .24 | .32  | 25-36 | 23-90 | 0-50 | 3-20 |1.40-1.70| 2-20 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .32  | 36-80 | 23-90 | 0-50 | 3-20 |1.40-1.70| 2-20 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .32  | | | | | | | | | | | FrkA: | | | | | | | | | | |  Frankirk--------| 0-8 | 0-32 | 50-82 | 18-27 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 8-15 | 0-53 | 40-73 | 18-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 15-24 | 0-65 | 0-65 | 35-60 |1.45-1.60| 0.2-0.6 |0.15-0.20| 3.0-5.9 | 0.5-2.0 | .37 | .37  | 24-58 | 0-65 | 0-65 | 35-60 |1.45-1.60| 0.2-0.6 |0.15-0.20| 3.0-5.9 | 0.5-2.0 | .37 | .37  | 58-80 | 0-80 | 0-82 | 20-30 |1.50-1.65| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .37 | .37  | | | | | | | | | | | FrkB: | | | | | | | | | | |  Frankirk--------| 0-7 | 0-32 | 50-82 | 18-27 |1.40-1.55| 0.6-2 |0.14-0.18| 3.0-5.9 | 1.0-3.0 | .32 | .32  | 7-18 | 0-65 | 0-65 | 35-60 |1.45-1.60| 0.2-0.6 |0.15-0.20| 3.0-5.9 | 0.5-2.0 | .37 | .37  | 18-37 | 0-80 | 0-65 | 20-40 |1.50-1.65| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 37-65 | 0-80 | 0-65 | 20-40 |1.50-1.65| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 65-80 | 0-80 | 0-82 | 20-40 |1.50-1.65| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .37 | .37  | | | | | | | | | | | FtnB: | | | | | | | | | | |  Fortyone--------| 0-7 | 43-85 | 0-50 | 7-15 |1.35-1.60| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-2.0 | .17 | .20  | 7-13 | 32-85 | 0-50 | 10-18 |1.45-1.70| 2-6 |0.10-0.19| 0.0-2.9 | 0.5-1.0 | .17 | .20  | 13-21 | 32-90 | 0-50 | 4-15 |1.45-1.60| 2-20 |0.06-0.13| 0.0-2.9 | 0.0-0.5 | .10 | .17  | 21-80 | 43-100 | 0-50 | 2-10 |1.50-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17  | | | | | | | | | | | FtnC: | | | | | | | | | | |  Fortyone--------| 0-8 | 43-85 | 0-50 | 7-15 |1.35-1.60| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-2.0 | .17 | .20  | 8-30 | 32-85 | 0-50 | 10-18 |1.45-1.70| 2-6 |0.10-0.19| 0.0-2.9 | 0.5-1.0 | .17 | .20  | 30-48 | 32-90 | 0-50 | 4-15 |1.45-1.60| 2-20 |0.06-0.13| 0.0-2.9 | 0.0-0.5 | .10 | .17  | 48-80 | 43-100 | 0-50 | 2-10 |1.50-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | FtnD: | | | | | | | | | | |  Fortyone--------| 0-6 | 43-85 | 0-50 | 7-15 |1.35-1.60| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-2.0 | .17 | .20  | 6-18 | 32-85 | 0-50 | 10-18 |1.45-1.70| 2-6 |0.10-0.19| 0.0-2.9 | 0.5-1.0 | .17 | .20  | 18-27 | 32-85 | 0-50 | 10-18 |1.45-1.70| 2-6 |0.10-0.19| 0.0-2.9 | 0.5-1.0 | .17 | .20  | 27-39 | 32-90 | 0-50 | 4-15 |1.45-1.60| 2-20 |0.06-0.13| 0.0-2.9 | 0.0-0.5 | .10 | .17  | 39-80 | 43-100 | 0-50 | 2-10 |1.50-1.70| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17  | | | | | | | | | | | GcsA: | | | | | | | | | | |  Gracemore-------| 0-9 | 43-85 | 0-50 | 15-20 |1.30-1.55| 2-6 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 9-16 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 16-25 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 25-36 | 20-45 | 15-53 | 27-30 |1.30-1.70| 0.6-2 |0.14-0.20| 0.0-2.9 | 0.5-2.0 | .32 | .32  | 36-80 | 43-85 | 0-50 | 2-10 |1.50-1.70| 2-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | GdfB: | | | | | | | | | | |  Grandfield------| 0-12 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 12-47 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 47-56 | 20-80 | 0-53 | 18-35 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 56-68 | 20-80 | 0-53 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 68-94 | 43-85 | 0-50 | 10-25 |1.50-1.70| 2-6 |0.11-0.15| 0.0-2.9 | 0.0-0.5 | .28 | .28  | | | | | | | | | | | GdfC: | | | | | | | | | | |  Grandfield------| 0-8 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 8-25 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 25-43 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 43-61 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 61-80 | 43-85 | 0-50 | 10-25 |1.50-1.70| 2-6 |0.11-0.15| 0.0-2.9 | 0.0-0.5 | .28 | .28  | | | | | | | | | | | GDGE: | | | | | | | | | | |  Grandfield------| 0-8 | 32-52 | 27-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 8-16 | 20-80 | 0-53 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 16-36 | 20-80 | 0-53 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 36-60 | 20-85 | 0-53 | 10-35 |1.50-1.70| 2-6 |0.11-0.15| 0.0-2.9 | 0.0-0.5 | .28 | .28  | 60-80 | 43-85 | 0-50 | 10-25 |1.50-1.70| 2-6 |0.11-0.15| 0.0-2.9 | 0.0-0.5 | .28 | .28  | | | | | | | | | | |  Devol-----------| 0-13 | 43-85 | 0-50 | 8-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 13-29 | 43-85 | 0-50 | 2-15 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | 29-38 | 43-90 | 0-50 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 38-45 | 70-90 | 0-30 | 2-10 |1.50-1.70| 2-6 |0.08-0.12| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 45-80 | 70-100 | 0-30 | 2-15 |1.50-1.70| 2-6 |0.07-0.15| 0.0-2.9 | 0.0-0.5 | .20 | .20  | | | | | | | | | | |  Grandmore-------| 0-15 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 15-30 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 30-54 | 0-80 | 0-53 | 20-45 |1.35-1.65| 0.2-0.6 |0.12-0.20| 3.0-5.9 | 0.3-0.7 | .32 | .32  | 54-70 | 0-45 | 0-53 | 30-45 |1.35-1.65| 0.2-0.6 |0.12-0.20| 3.0-5.9 | 0.0-0.4 | .32 | .32  | 70-80 | 43-85 | 0-50 | 12-20 |1.35-1.65| 0.2-0.6 |0.12-0.20| 3.0-5.9 | 0.0-0.2 | .32 | .32  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | GdmB: | | | | | | | | | | |  Grandmore-------| 0-10 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 10-22 | 22-80 | 0-80 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 22-34 | 22-80 | 0-80 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 34-47 | 22-80 | 0-80 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.0-0.4 | .32 | .32  | 47-80 | 22-80 | 0-80 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.0-0.2 | .32 | .32  | | | | | | | | | | | GfsA: | | | | | | | | | | |  Gracemore-------| 0-8 | 43-85 | 0-50 | 15-20 |1.30-1.60| 2-6 |0.10-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 8-22 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-20 |0.03-0.09| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 22-80 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-20 |0.03-0.09| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | GmrA: | | | | | | | | | | |  Gracemont-------| 0-7 | 43-85 | 0-50 | 10-18 |1.30-1.60| 0.6-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 7-29 | 32-85 | 0-50 | 10-18 |1.45-1.65| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 29-45 | 20-85 | 0-53 | 10-35 |1.45-1.70| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 45-80 | 20-85 | 0-53 | 10-35 |1.45-1.70| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | GmsA: | | | | | | | | | | |  Gracemont-------| 0-7 | 43-85 | 0-50 | 10-18 |1.30-1.60| 0.6-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 7-22 | 32-85 | 0-50 | 10-18 |1.45-1.65| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 22-31 | 20-85 | 0-53 | 10-32 |1.45-1.70| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 31-62 | 20-85 | 0-53 | 10-35 |1.45-1.70| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 62-80 | 20-100 | 0-53 | 5-32 |1.45-1.70| 0.6-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | GrmA: | | | | | | | | | | |  Gracemore-------| 0-13 | 43-85 | 0-50 | 15-20 |1.30-1.60| 2-6 |0.10-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 13-20 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-20 |0.03-0.09| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 20-30 | 70-100 | 0-30 | 2-10 |1.50-1.70| 2-20 |0.03-0.09| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 30-49 | 20-45 | 15-53 | 27-30 |1.30-1.70| 0.6-2 |0.14-0.20| 0.0-2.9 | 0.5-2.0 | .32 | .32  | 49-80 | 43-85 | 0-50 | 2-10 |1.50-1.70| 2-20 |0.03-0.09| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | HdGB: | | | | | | | | | | |  Hardeman--------| 0-7 | 70-90 | 0-30 | 10-15 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 7-18 | 32-90 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 18-37 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 37-47 | 32-90 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 47-106| 32-90 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | |  Grandmore-------| 0-18 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 18-27 | 45-80 | 0-27 | 18-20 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 27-49 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.3-0.7 | .32 | .32  | 49-60 | 20-80 | 0-53 | 18-35 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.0-0.4 | .32 | .32  | 60-80 | 0-45 | 0-53 | 30-45 |1.35-1.65| 0.2-0.6 |0.12-0.20| 3.0-5.9 | 0.0-0.2 | .32 | .32  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | HdGC: | | | | | | | | | | |  Hardeman--------| 0-6 | 43-85 | 0-50 | 10-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 6-13 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 13-24 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 24-48 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 48-80 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | |  Grandmore-------| 0-15 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 15-30 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 30-54 | 0-80 | 0-53 | 20-45 |1.35-1.65| 0.2-0.6 |0.12-0.20| 3.0-5.9 | 0.3-0.4 | .32 | .32  | 54-70 | 0-45 | 0-53 | 30-45 |1.35-1.65| 0.2-0.6 |0.12-0.20| 3.0-5.9 | 0.0-0.2 | .32 | .32  | 70-80 | 45-80 | 0-27 | 18-30 |1.50-1.70| 0.6-2 |0.11-0.17| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | HdmB: | | | | | | | | | | |  Hardeman--------| 0-9 | 43-85 | 0-50 | 10-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 9-24 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 24-42 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 42-53 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 53-80 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | HdmC: | | | | | | | | | | |  Hardeman--------| 0-9 | 43-85 | 0-50 | 10-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 9-27 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 27-34 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 34-59 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 59-80 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | IreA: | | | | | | | | | | |  Irene-----------| 0-8 | 0-50 | 50-88 | 15-26 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 8-14 | 0-32 | 40-82 | 18-27 |1.45-1.70| 0.2-0.6 |0.18-0.22| 3.0-5.9 | 1.0-2.0 | .32 | .32  | 14-23 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 23-49 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 49-80 | 0-80 | 0-88 | 15-30 |1.40-1.70| 0.6-2 |0.12-0.20| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | IreB: | | | | | | | | | | |  Irene-----------| 0-9 | 0-50 | 50-88 | 15-26 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 9-14 | 0-32 | 40-82 | 18-27 |1.45-1.70| 0.2-0.6 |0.18-0.22| 3.0-5.9 | 1.0-2.0 | .32 | .32  | 14-29 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 29-44 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 44-80 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | IreC: | | | | | | | | | | |  Irene-----------| 0-15 | 0-50 | 50-88 | 15-26 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 15-23 | 0-32 | 40-82 | 27-35 |1.45-1.70| 0.2-0.6 |0.18-0.22| 3.0-5.9 | 1.0-2.0 | .32 | .32  | 23-46 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 46-59 | 0-45 | 15-73 | 18-27 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 59-80 | 0-80 | 0-88 | 15-30 |1.40-1.70| 0.6-2 |0.12-0.20| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | IreD: | | | | | | | | | | |  Irene-----------| 0-11 | 0-50 | 50-88 | 15-26 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 11-22 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.18-0.22| 3.0-5.9 | 1.0-2.0 | .32 | .32  | 22-36 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 36-51 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-0.5 | .32 | .32  | 51-80 | 0-80 | 0-88 | 15-30 |1.40-1.70| 0.6-2 |0.12-0.20| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | JssF: | | | | | | | | | | |  Jester----------| 0-5 | 86-100 | 0-14 | 2-10 |1.35-1.50| 6-20 |0.05-0.08| 0.0-2.9 | 0.5-1.0 | .15 | .15  | 5-16 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 16-42 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 42-57 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 57-80 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | JstC: | | | | | | | | | | |  Jester----------| 0-7 | 70-90 | 0-30 | 5-12 |1.35-1.50| 6-20 |0.07-0.11| 0.0-2.9 | 0.5-1.0 | .17 | .17  | 7-40 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 40-80 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | KidB: | | | | | | | | | | |  Kingsdown-------| 0-14 | 43-85 | 0-50 | 8-18 |1.40-1.50| 2-6 |0.15-0.18| 0.0-2.9 | 1.0-2.0 | .20 | .20  | 14-23 | 43-85 | 0-50 | 8-18 |1.45-1.55| 2-6 |0.14-0.17| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 23-32 | 43-85 | 0-50 | 8-18 |1.45-1.55| 2-6 |0.14-0.17| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 32-43 | 43-85 | 0-50 | 8-18 |1.45-1.55| 2-6 |0.14-0.17| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 43-80 | 32-90 | 0-50 | 5-18 |1.45-1.55| 2-6 |0.10-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .20  | | | | | | | | | | | KiHE: | | | | | | | | | | |  Kingsdown-------| 0-10 | 32-52 | 27-50 | 8-18 |1.40-1.50| 2-6 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .20 | .20  | 10-25 | 32-85 | 0-50 | 5-18 |1.45-1.55| 2-6 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 25-38 | 43-85 | 0-50 | 5-18 |1.45-1.55| 2-6 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 38-80 | 43-90 | 0-50 | 8-18 |1.45-1.55| 2-6 |0.12-0.17| 0.0-2.9 | 0.0-0.5 | .24 | .24  | | | | | | | | | | |  Hardeman--------| 0-6 | 32-52 | 27-50 | 10-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 6-16 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 16-39 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 39-80 | 43-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | LgtA: | | | | | | | | | | |  Lugert----------| 0-11 | 0-50 | 50-88 | 10-18 |1.30-1.55| 0.6-2 |0.13-0.20| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 11-36 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 36-48 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 48-69 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 69-88 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | | | | | | | | | | | LiJC: | | | | | | | | | | |  Lincoln---------| 0-11 | 43-85 | 0-50 | 10-18 |1.30-1.60| 6-20 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 11-19 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 19-80 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | |  Jester----------| 0-6 | 70-90 | 0-30 | 5-12 |1.35-1.50| 6-20 |0.07-0.11| 0.0-2.9 | 0.5-1.0 | .17 | .17  | 6-19 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 19-30 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 30-80 | 70-100 | 0-30 | 2-12 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | LikB: | | | | | | | | | | |  Likes-----------| 0-7 | 43-85 | 0-50 | 5-15 |1.50-1.65| 6-20 |0.04-0.08| 0.0-2.9 | 0.1-1.0 | .15 | .15  | 7-16 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 16-28 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 28-42 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 42-80 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | | | | | | | | | | | LisA: | | | | | | | | | | |  Lincoln---------| 0-4 | 86-100 | 0-14 | 0-10 |1.30-1.60| 6-20 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 4-10 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 10-80 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | LncA: | | | | | | | | | | |  Lincoln---------| 0-8 | 20-45 | 15-53 | 27-30 |1.30-1.60| 0.2-0.6 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .28 | .28  | 8-19 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 19-28 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 28-34 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 34-80 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | LRoE: | | | | | | | | | | |  Laverne---------| 0-8 | 23-53 | 27-50 | 15-27 |1.35-1.55| 0.6-2 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 8-15 | 20-53 | 15-53 | 15-32 |1.45-1.65| 0.6-2 |0.08-0.12| 0.0-2.9 | 0.1-0.4 | .24 | .32  | 15-25 | 20-53 | 15-53 | --- | --- | 0.06-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Rock outcrop----| 0-24 | --- | --- | --- |1.85-2.00|0.0015-1 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | LshA: | | | | | | | | | | |  Lesho-----------| 0-11 | 20-45 | 15-53 | 27-35 |1.30-1.40| 0.2-0.6 |0.17-0.19| 3.0-5.9 | 1.0-3.0 | .28 | .28  | 11-17 | 20-53 | 15-53 | 18-35 |1.35-1.45| 0.2-0.6 |0.16-0.19| 3.0-5.9 | 0.5-1.0 | .28 | .28  | 17-23 | 20-85 | 0-53 | 18-35 |1.35-1.45| 0.2-0.6 |0.16-0.19| 3.0-5.9 | 0.5-1.0 | .28 | .28  | 23-34 | 20-53 | 15-53 | 18-35 |1.35-1.45| 0.2-0.6 |0.16-0.19| 3.0-5.9 | 0.5-1.0 | .28 | .28  | 34-80 | 70-100 | 0-30 | 1-8 |1.45-1.55| 6-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | LsoA: | | | | | | | | | | |  Lincoln---------| 0-7 | 86-100 | 0-14 | 0-10 |1.30-1.60| 6-20 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 7-20 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 20-31 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 31-48 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | 48-80 | 20-100 | 0-53 | 5-35 |1.30-1.60| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .17 | .17  | | | | | | | | | | | M-W: | | | | | | | | | | |  Water-----------| 0-80 | --- | --- | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | MLBB: | | | | | | | | | | |  Mobeetie--------| 0-6 | 32-52 | 27-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 6-11 | 32-85 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 11-21 | 32-85 | 0-50 | 10-18 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 21-34 | 32-85 | 0-50 | 10-18 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 34-80 | 32-90 | 0-50 | 10-18 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | | | | | | | | | | |  Likes-----------| 0-5 | 70-90 | 0-30 | 5-15 |1.50-1.65| 6-20 |0.04-0.08| 0.0-2.9 | 0.1-1.0 | .15 | .15  | 5-11 | 43-100 | 0-50 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 11-80 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | | | | | | | | | | |  Berda-----------| 0-8 | 23-53 | 27-50 | 10-20 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.1-1.0 | .24 | .24  | 8-15 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 15-28 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 28-34 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 34-80 | 20-100 | 0-53 | 2-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | MLBC: | | | | | | | | | | |  Mobeetie--------| 0-6 | 43-85 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 6-19 | 32-85 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 19-25 | 32-85 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 25-36 | 32-85 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 36-80 | 32-90 | 0-50 | 10-18 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | | | | | | | | | | |  Likes-----------| 0-7 | 43-85 | 0-50 | 5-15 |1.50-1.65| 6-20 |0.04-0.08| 0.0-2.9 | 0.1-1.0 | .15 | .15  | 7-18 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 18-80 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | MLBC: | | | | | | | | | | |  Berda-----------| 0-6 | 43-85 | 0-50 | 10-20 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.1-1.0 | .24 | .24  | 6-15 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 15-27 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 27-34 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 34-80 | 20-100 | 0-53 | 2-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | MLBE: | | | | | | | | | | |  Mobeetie--------| 0-5 | 43-85 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 5-12 | 32-80 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 12-23 | 32-80 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 23-39 | 32-80 | 0-50 | 10-18 |1.35-1.50| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | 39-80 | 32-90 | 0-50 | 10-18 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.5-1.0 | .24 | .24  | | | | | | | | | | |  Likes-----------| 0-6 | 43-85 | 0-50 | 5-15 |1.50-1.65| 6-20 |0.04-0.08| 0.0-2.9 | 0.1-1.0 | .15 | .15  | 6-11 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 11-27 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | 27-80 | 70-100 | 0-30 | 5-15 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.1-0.5 | .15 | .15  | | | | | | | | | | |  Berda-----------| 0-5 | 43-85 | 0-50 | 10-20 |1.40-1.55| 2-6 |0.10-0.14| 0.0-2.9 | 0.1-1.0 | .24 | .24  | 5-12 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 12-29 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 29-39 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 39-80 | 20-100 | 0-53 | 2-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | MnsB: | | | | | | | | | | |  Mansic----------| 0-14 | 20-45 | 15-53 | 27-32 |1.35-1.45| 0.6-2 |0.17-0.22| 3.0-5.9 | 1.0-2.0 | .28 | .28  | 14-23 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 23-35 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 35-40 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 40-80 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | MnsC: | | | | | | | | | | |  Mansic----------| 0-7 | 20-45 | 15-53 | 27-32 |1.35-1.45| 0.6-2 |0.17-0.22| 3.0-5.9 | 1.0-2.0 | .28 | .28  | 7-21 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 21-36 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 36-80 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.14-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | MsnB: | | | | | | | | | | |  Manson----------| 0-7 | 23-53 | 27-50 | 18-27 |1.35-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28  | 7-13 | 20-80 | 0-53 | 25-35 |1.40-1.55| 0.6-2 |0.10-0.16| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 13-23 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 23-41 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 41-80 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | MsnC: | | | | | | | | | | |  Manson----------| 0-11 | 23-53 | 27-50 | 18-27 |1.35-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28  | 11-19 | 20-80 | 0-53 | 25-35 |1.40-1.55| 0.6-2 |0.10-0.16| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 19-35 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 35-66 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 66-80 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | | | | | | | | | | | MsnC2: | | | | | | | | | | |  Manson----------| 0-12 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28  | 12-30 | 20-80 | 0-53 | 25-35 |1.40-1.55| 0.6-2 |0.10-0.16| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 30-44 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 44-55 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | 55-80 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.10-0.18| 0.0-2.9 | 0.1-0.5 | .32 | .32  | | | | | | | | | | | OMBE: | | | | | | | | | | |  Oklark----------| 0-10 | 43-85 | 0-50 | 0-20 |1.30-1.60| 0.6-2 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 10-28 | 32-85 | 0-50 | 10-18 |1.40-1.70| 2-6 |0.10-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 28-41 | 32-85 | 0-50 | 7-18 |1.40-1.70| 2-6 |0.10-0.20| 0.0-2.9 | 0.0-1.0 | .32 | .32  | 41-80 | 32-85 | 0-50 | 7-18 |1.40-1.70| 2-6 |0.10-0.20| 0.0-2.9 | 0.0-1.0 | .32 | .32  | | | | | | | | | | |  Mansic----------| 0-12 | 23-53 | 27-50 | 18-27 |1.30-1.60| 0.6-2 |0.15-0.20| 3.0-5.9 | 1.0-3.0 | .32 | .32  | 12-28 | 20-45 | 0-53 | 18-35 |1.40-1.70| 0.6-2 |0.13-0.19| 3.0-5.9 | 0.5-2.0 | .37 | .37  | 28-56 | 20-80 | 0-53 | 18-35 |1.40-1.70| 0.6-2 |0.10-0.20| 0.0-2.9 | 0.0-1.0 | .37 | .37  | 56-80 | 20-80 | 0-53 | 10-35 |1.40-1.70| 0.6-6 |0.15-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | |  Berda-----------| 0-9 | 23-53 | 27-50 | 18-27 |1.35-1.45| 0.6-2 |0.17-0.22| 0.0-2.9 | 0.5-2.0 | .32 | .32  | 9-27 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 27-47 | 20-80 | 0-53 | 18-35 |1.35-1.70| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 47-80 | 20-80 | 0-50 | 12-35 |1.35-1.70| 0.6-2 |0.15-0.19| 3.0-5.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | OMBG: | | | | | | | | | | |  Oklark----------| 0-10 | 43-85 | 0-50 | 7-18 |1.30-1.55| 2-6 |0.14-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 10-21 | 32-85 | 0-50 | 10-18 |1.40-1.70| 2-6 |0.10-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 21-80 | 32-85 | 0-50 | 7-18 |1.40-1.70| 2-6 |0.10-0.20| 0.0-2.9 | 0.0-1.0 | .32 | .32  | | | | | | | | | | |  Mansic----------| 0-12 | 23-53 | 27-50 | 18-27 |1.30-1.55| 0.6-2 |0.13-0.19| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 12-21 | 20-80 | 0-53 | 18-35 |1.40-1.70| 0.6-2 |0.13-0.19| 3.0-5.9 | 0.5-2.0 | .37 | .37  | 21-39 | 20-80 | 0-53 | 18-35 |1.40-1.70| 0.6-2 |0.10-0.20| 0.0-2.9 | 0.0-1.0 | .37 | .37  | 39-80 | 20-80 | 0-53 | 10-35 |1.40-1.70| 0.6-6 |0.15-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | |  Berda-----------| 0-7 | 23-53 | 27-50 | 18-27 |1.35-1.50| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-1.0 | .28 | .28  | 7-22 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 22-47 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 47-80 | 20-80 | 0-53 | 18-35 |1.40-1.55| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | PdoA: | | | | | | | | | | |  Paloduro--------| 0-9 | 20-45 | 15-53 | 27-35 |1.30-1.45| 0.6-2 |0.14-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28  | 9-14 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 14-27 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 27-80 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | PdoB: | | | | | | | | | | |  Paloduro--------| 0-10 | 20-45 | 15-53 | 27-35 |1.40-1.55| 0.6-2 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28  | 10-20 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 20-35 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 35-44 | 23-53 | 27-50 | 18-27 |1.40-1.55| 0.6-2 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28  | 44-80 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | PdoC2: | | | | | | | | | | |  Paloduro--------| 0-10 | 20-45 | 15-53 | 27-35 |1.30-1.45| 0.6-2 |0.14-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28  | 10-25 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 25-49 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 49-80 | 20-80 | 0-53 | 18-35 |1.45-1.60| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | PIT: | | | | | | | | | | |  Pits------------| 0-60 | --- | --- | --- |1.35-1.70| 0.06-6 | --- | --- | --- | --- | ---  | | | | | | | | | | | PlmB: | | | | | | | | | | |  Plemons---------| 0-8 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 8-21 | 20-80 | 0-53 | 25-35 |1.35-1.55| 0.6-2 |0.12-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 21-46 | 20-80 | 0-53 | 20-35 |1.35-1.55| 0.6-2 |0.12-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 46-80 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | | | | | | | | | | | PlmC: | | | | | | | | | | |  Plemons---------| 0-8 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 8-18 | 20-80 | 0-53 | 20-35 |1.35-1.55| 0.6-2 |0.12-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 18-42 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 42-60 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 60-80 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | | | | | | | | | | | PlmD: | | | | | | | | | | |  Plemons---------| 0-8 | 23-53 | 27-50 | 15-27 |1.35-1.50| 0.6-2 |0.12-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 8-19 | 20-80 | 0-53 | 20-35 |1.35-1.55| 0.6-2 |0.12-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 19-37 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 37-60 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | 60-80 | 20-80 | 0-53 | 20-35 |1.40-1.60| 0.6-2 |0.10-0.18| 3.0-5.9 | 0.1-0.5 | .32 | .32  | | | | | | | | | | | QnWC3: | | | | | | | | | | |  Quinlan---------| 0-13 | 23-53 | 27-50 | 10-27 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 13-18 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | QnWC3: | | | | | | | | | | |  Woodward--------| 0-3 | 33-53 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 3-30 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 30-35 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | QnWD: | | | | | | | | | | |  Quinlan---------| 0-6 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 6-15 | 0-53 | 15-82 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 15-24 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Woodward--------| 0-8 | 0-50 | 50-88 | 10-18 |1.30-1.60| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 8-18 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 18-25 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 25-29 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | QnWE: | | | | | | | | | | |  Quinlan---------| 0-6 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 6-14 | 0-53 | 15-82 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 14-18 | 0-53 | 15-82 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 18-22 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Woodward--------| 0-4 | 43-85 | 0-50 | 10-18 |1.30-1.60| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 4-16 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 16-22 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 22-26 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | QRWG: | | | | | | | | | | |  Quinlan---------| 0-8 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 8-13 | 0-53 | 15-82 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 13-18 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Rock outcrop----| 0-60 | --- | --- | --- |1.85-2.00| 0.06-2 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Woodward--------| 0-6 | 33-53 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 6-14 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 14-22 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 22-25 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | QRYG: | | | | | | | | | | |  Quinlan---------| 0-8 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 8-14 | 0-53 | 0-53 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 14-18 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Rock outcrop----| 0-60 | --- | --- | --- |1.85-2.00| 0.06-2 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | QRYG: | | | | | | | | | | |  Yomont----------| 0-11 | 33-53 | 30-50 | 10-20 |1.30-1.45| 2-6 |0.16-0.22| 0.0-2.9 | 0.5-1.0 | .49 | .49  | 11-22 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 22-38 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 38-52 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 52-80 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | | | | | | | | | | | QWDE: | | | | | | | | | | |  Quinlan---------| 0-6 | 43-85 | 0-50 | 10-18 |1.30-1.55| 0.6-2 |0.13-0.20| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 6-9 | 0-53 | 15-88 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 9-16 | 0-53 | 15-88 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 16-43 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Woodward--------| 0-10 | 0-50 | 50-88 | 10-18 |1.30-1.60| 0.6-2 |0.13-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 10-17 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 17-25 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 25-27 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Deepwood--------| 0-12 | 43-85 | 0-50 | 10-18 |1.30-1.60| 0.6-2 |0.13-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 12-28 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 28-80 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 80-92 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 92-106| 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | QWRC: | | | | | | | | | | |  Quinlan---------| 0-6 | 43-85 | 0-50 | 10-18 |1.30-1.55| 0.6-2 |0.13-0.20| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 6-14 | 0-85 | 0-88 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 14-18 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Woodward--------| 0-6 | 43-85 | 0-50 | 10-18 |1.30-1.60| 0.6-2 |0.13-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 6-18 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 18-28 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 28-38 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 38-42 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Rock outcrop----| 0-60 | --- | --- | --- |1.85-2.00| 0.06-2 | --- | --- | --- | --- | ---  | | | | | | | | | | | RoCH: | | | | | | | | | | |  Rock outcrop----| 0-60 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Cottonwood------| 0-9 | 23-53 | 27-50 | 18-27 |1.30-1.50| 0.6-2 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 9-13 | --- | --- | --- | --- | 0.2-20 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | RssA: | | | | | | | | | | |  Rosston---------| 0-13 | 0-45 | 0-40 | 50-60 |1.20-1.40|0.0015-0.06|0.12-0.18| 9.0-25.0| 0.5-2.0 | .32 | .32  | 13-31 | 0-45 | 0-60 | 50-60 |1.25-1.40|0.0015-0.06|0.12-0.18| 9.0-25.0| 0.1-1.0 | .32 | .32  | 31-51 | 0-45 | 0-60 | 50-60 |1.30-1.45| 0.06-0.2 |0.11-0.15| 9.0-25.0| 0.1-1.0 | .32 | .32  | 51-80 | 0-45 | 0-60 | 50-60 |1.30-1.45| 0.06-0.2 |0.11-0.15| 9.0-25.0| 0.1-0.5 | .32 | .32  | | | | | | | | | | | SAL: | | | | | | | | | | |  Salt flats------| 0-14 | 86-100 | 0-14 | 2-10 |1.30-1.50| 6-20 |0.01-0.03| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 14-40 | 20-100 | 0-53 | 2-39 |1.40-1.70| 0.2-0.6 |0.01-0.10| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 40-80 | 43-100 | 0-50 | 2-10 |1.40-1.70| 6-20 |0.01-0.03| 0.0-2.9 | 0.5-1.0 | .20 | .20  | | | | | | | | | | | SelA: | | | | | | | | | | |  Selman----------| 0-15 | 0-50 | 50-88 | 10-25 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 15-25 | 0-85 | 0-88 | 10-25 |1.30-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 25-38 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 38-55 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 55-80 | 0-53 | 27-88 | 5-27 |1.30-1.65| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | SelB: | | | | | | | | | | |  Selman----------| 0-5 | 0-50 | 50-88 | 10-25 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 5-16 | 0-85 | 0-88 | 10-25 |1.30-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 16-51 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 51-61 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 61-80 | 0-53 | 27-88 | 5-27 |1.30-1.65| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | SelC: | | | | | | | | | | |  Selman----------| 0-8 | 0-50 | 50-88 | 10-25 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 8-14 | 0-85 | 0-88 | 10-25 |1.30-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 14-27 | 0-45 | 15-88 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 27-56 | 0-45 | 15-88 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 56-80 | 0-53 | 27-88 | 5-27 |1.30-1.65| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | SelC2: | | | | | | | | | | |  Selman----------| 0-6 | 0-50 | 50-88 | 10-25 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 6-18 | 0-85 | 0-88 | 10-25 |1.30-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 18-31 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 31-54 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 54-80 | 0-53 | 27-88 | 5-27 |1.30-1.65| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | SelD: | | | | | | | | | | |  Selman----------| 0-9 | 0-50 | 50-88 | 10-25 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 9-16 | 0-85 | 0-88 | 10-25 |1.30-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 16-61 | 0-45 | 12-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 61-80 | 0-53 | 27-88 | 5-27 |1.30-1.65| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | SelD2: | | | | | | | | | | |  Selman----------| 0-7 | 0-50 | 55-88 | 10-25 |1.30-1.50| 0.6-2 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 7-24 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 24-43 | 0-45 | 15-82 | 20-35 |1.30-1.75| 0.2-2 |0.15-0.24| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 43-80 | 0-53 | 27-88 | 5-27 |1.30-1.65| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | | | | | | | | | | | SprA: | | | | | | | | | | |  Spur------------| 0-12 | 23-53 | 27-50 | 20-27 |1.30-1.45| 0.6-2 |0.14-0.20| 3.0-5.9 | 1.0-3.0 | .37 | .37  | 12-21 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.14-0.20| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 21-39 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.14-0.20| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 39-80 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.14-0.20| 3.0-5.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | SpsA: | | | | | | | | | | |  Spur------------| 0-18 | 23-53 | 27-50 | 20-27 |1.30-1.45| 0.6-2 |0.14-0.20| 3.0-5.9 | 1.0-3.0 | .37 | .37  | 18-35 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.14-0.20| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 35-57 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.14-0.20| 3.0-5.9 | 0.5-1.0 | .32 | .32  | 57-80 | 20-80 | 0-53 | 20-35 |1.45-1.60| 0.6-2 |0.14-0.20| 3.0-5.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | StpA: | | | | | | | | | | |  St. Paul--------| 0-13 | 0-50 | 50-88 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 13-22 | 0-45 | 15-82 | 18-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-3.0 | .32 | .32  | 22-66 | 0-53 | 15-82 | 18-40 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.5-2.0 | .32 | .32  | 66-77 | 0-45 | 27-82 | 20-40 |1.40-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 77-88 | 0-45 | 27-82 | 15-35 |1.40-1.70| 0.2-2 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | | | | | | | | | | | StpB: | | | | | | | | | | |  St. Paul--------| 0-13 | 0-50 | 50-88 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 13-20 | 0-45 | 15-82 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-3.0 | .32 | .32  | 20-31 | 0-45 | 15-82 | 27-40 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.5-2.0 | .32 | .32  | 31-45 | 0-53 | 27-82 | 20-40 |1.40-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 45-86 | 0-53 | 27-82 | 15-35 |1.40-1.70| 0.2-2 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | | | | | | | | | | | StpC: | | | | | | | | | | |  St. Paul--------| 0-11 | 0-50 | 50-88 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 11-20 | 0-53 | 15-82 | 18-35 |1.40-1.70| 0.6-2 |0.15-0.22| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 20-33 | 0-45 | 15-82 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-3.0 | .32 | .32  | 33-51 | 0-45 | 15-82 | 27-40 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.5-2.0 | .32 | .32  | 51-80 | 0-53 | 27-82 | 20-40 |1.40-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | | | | | | | | | | | StpD: | | | | | | | | | | |  St. Paul--------| 0-9 | 0-50 | 50-88 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37  | 9-22 | 0-45 | 15-73 | 27-35 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-3.0 | .32 | .32  | 22-42 | 0-45 | 15-73 | 27-40 |1.45-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.5-2.0 | .32 | .32  | 42-61 | 0-53 | 15-73 | 20-40 |1.40-1.70| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | 61-80 | 0-53 | 15-73 | 15-35 |1.40-1.70| 0.2-2 |0.15-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | TeWE: | | | | | | | | | | |  Teagard---------| 0-9 | 20-45 | 15-53 | 27-40 |1.30-1.60| 0.06-0.2 |0.15-0.22| 3.0-5.9 | 1.0-2.0 | .43 | .43  | 9-18 | 0-45 | 0-65 | 35-60 |1.35-1.70|0.0015-0.06|0.14-0.22| 6.0-8.9 | 1.0-2.0 | .37 | .37  | 18-30 | 0-45 | 0-65 | 35-60 |1.35-1.70|0.0015-0.06|0.14-0.22| 6.0-8.9 | 1.0-2.0 | .37 | .37  | 30-38 | 0-45 | 0-65 | 35-60 |1.35-1.60|0.0015-0.06|0.14-0.18| 6.0-8.9 | 0.5-1.0 | .37 | .37  | 38-40 | --- | --- | --- |1.85-2.00|0.0015-0.06| --- | --- | --- | --- | ---  | | | | | | | | | | |  Wellsford-------| 0-7 | 20-45 | 15-45 | 27-40 |1.35-1.55|0.0015-0.06|0.12-0.14| 6.0-8.9 | 0.5-2.0 | .32 | .32  | 7-16 | 0-45 | 0-60 | 35-60 |1.45-1.65|0.0015-0.06|0.10-0.12| 6.0-8.9 | 0.5-1.0 | .32 | .32  | 16-20 | --- | --- | --- |1.85-2.00|0.0000-0.01|0.00-0.00| --- | --- | --- | ---  | | | | | | | | | | | TexA: | | | | | | | | | | |  Texroy----------| 0-13 | 23-53 | 27-50 | 15-27 |1.30-1.45| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 13-24 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 24-37 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 37-63 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 63-80 | 20-80 | 0-53 | 20-40 |1.45-1.60| 0.2-2 |0.10-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | TexB: | | | | | | | | | | |  Texroy----------| 0-11 | 23-53 | 27-50 | 15-27 |1.30-1.45| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 11-23 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 23-42 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 42-64 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 64-80 | 20-45 | 15-53 | 20-40 |1.45-1.60| 0.2-2 |0.10-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | TexC: | | | | | | | | | | |  Texroy----------| 0-12 | 23-53 | 27-50 | 15-27 |1.30-1.45| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 12-20 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 20-35 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 35-51 | 20-80 | 0-53 | 22-35 |1.45-1.60| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .32 | .32  | 51-80 | 20-45 | 15-53 | 20-40 |1.45-1.60| 0.2-2 |0.10-0.18| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | TipA: | | | | | | | | | | |  Tipton----------| 0-10 | 23-53 | 27-50 | 15-20 |1.30-1.55| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .37 | .37  | 10-21 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 21-45 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 45-62 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 62-80 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | TipB: | | | | | | | | | | |  Tipton----------| 0-8 | 23-53 | 27-50 | 15-20 |1.30-1.55| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .37 | .37  | 8-26 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 26-38 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 38-55 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 55-80 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | TipC: | | | | | | | | | | |  Tipton----------| 0-23 | 23-53 | 27-50 | 15-20 |1.30-1.55| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .37 | .37  | 23-35 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 35-49 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 49-72 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 72-80 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | TipD: | | | | | | | | | | |  Tipton----------| 0-17 | 23-53 | 27-50 | 15-20 |1.30-1.55| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .37 | .37  | 17-22 | 23-53 | 27-50 | 15-20 |1.30-1.55| 0.6-2 |0.15-0.20| 0.0-2.9 | 1.0-2.0 | .37 | .37  | 22-50 | 20-53 | 15-50 | 20-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 50-70 | 20-85 | 0-53 | 0-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 70-80 | 20-85 | 0-53 | 0-32 |1.40-1.70| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | | | | | | | | | | | TRQC: | | | | | | | | | | |  Talpa-----------| 0-12 | 23-53 | 27-50 | 20-27 |1.30-1.45| 0.6-2 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .32 | .32  | 12-14 | --- | --- | --- | --- | 0.06-2 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Rock outcrop----| 0-14 | --- | --- | --- |1.85-2.35|0.0015-0.06|0.00-0.00| --- | --- | --- | ---  | | | | | | | | | | |  Quinlan---------| 0-8 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 8-14 | 15-53 | 15-88 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 14-20 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | TvlC: | | | | | | | | | | |  Tivoli----------| 0-7 | 86-100 | 0-14 | 3-7 |1.35-1.50| 6-20 |0.07-0.11| 0.0-2.9 | 0.5-1.0 | .15 | .15  | 7-80 | 86-100 | 0-14 | 1-5 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | TvlE: | | | | | | | | | | |  Tivoli----------| 0-13 | 86-100 | 0-14 | 3-7 |1.35-1.50| 6-20 |0.07-0.11| 0.0-2.9 | 0.5-1.0 | .15 | .15  | 13-20 | 70-100 | 0-30 | 1-5 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 20-80 | 70-100 | 0-30 | 1-5 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | TvlG: | | | | | | | | | | |  Tivoli----------| 0-8 | 86-100 | 0-14 | 3-7 |1.35-1.50| 6-20 |0.07-0.11| 0.0-2.9 | 0.5-1.0 | .15 | .15  | 8-18 | 70-100 | 0-30 | 1-5 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 18-40 | 70-100 | 0-30 | 1-5 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | 40-80 | 70-100 | 0-30 | 1-5 |1.50-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15  | | | | | | | | | | | VerB: | | | | | | | | | | |  Vernon----------| 0-5 | 20-45 | 15-45 | 35-40 |1.40-1.60| 0.06-0.2 |0.12-0.17| 6.0-8.9 | 0.5-2.0 | .43 | .43  | 5-11 | 0-45 | 15-60 | 35-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-1.0 | .37 | .37  | 11-22 | 0-45 | 15-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-1.0 | .37 | .37  | 22-34 | 0-45 | 15-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-1.0 | .37 | .37  | 34-39 | --- | --- | --- |1.85-2.00|0.0000-0.03| --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | VerC: | | | | | | | | | | |  Vernon----------| 0-6 | 20-45 | 15-45 | 35-40 |1.40-1.60| 0.06-0.2 |0.12-0.17| 6.0-8.9 | 0.5-2.0 | .43 | .43  | 6-35 | 0-45 | 0-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-1.0 | .37 | .37  | 35-39 | --- | --- | --- |1.85-2.00|0.0000-0.03| --- | --- | --- | --- | ---  | | | | | | | | | | | VerD: | | | | | | | | | | |  Vernon----------| 0-5 | 20-45 | 15-45 | 35-40 |1.40-1.60| 0.06-0.2 |0.12-0.17| 6.0-8.9 | 0.5-2.0 | .43 | .43  | 5-13 | 0-45 | 0-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-1.0 | .37 | .37  | 13-26 | 0-45 | 0-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-1.0 | .37 | .37  | 26-39 | --- | --- | --- |1.85-2.00|0.0000-0.03| --- | --- | --- | --- | ---  | | | | | | | | | | | VrrB: | | | | | | | | | | |  Vernon----------| 0-4 | 43-85 | 0-50 | 5-20 |1.35-1.45| 2-6 |0.13-0.15| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 4-10 | 20-85 | 15-53 | 0-40 |1.40-1.60| 0.2-0.6 |0.12-0.18| 6.0-8.9 | 0.1-0.5 | .43 | .43  | 10-31 | 0-45 | 0-65 | 35-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-0.5 | .37 | .37  | 31-39 | 0-45 | 0-65 | 35-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-0.5 | .37 | .37  | 39-47 | --- | --- | --- |1.85-2.00|0.0000-0.03| --- | --- | --- | --- | ---  | | | | | | | | | | | VrrC: | | | | | | | | | | |  Vernon----------| 0-16 | 43-85 | 0-50 | 5-20 |1.35-1.45| 2-6 |0.13-0.15| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 16-22 | 0-50 | 0-57 | 20-40 |1.40-1.60| 0.2-0.6 |0.12-0.18| 6.0-8.9 | 0.1-0.5 | .43 | .43  | 22-31 | 0-45 | 0-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-0.5 | .37 | .37  | 31-37 | 0-45 | 0-60 | 40-60 |1.35-1.60|0.0015-0.06|0.10-0.15| 6.0-8.9 | 0.1-0.5 | .37 | .37  | 37-41 | --- | --- | --- |1.85-2.00|0.0000-0.03| --- | --- | --- | --- | ---  | | | | | | | | | | | W: | | | | | | | | | | |  Water-----------| 0-80 | --- | --- | --- | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | | | | WodA: | | | | | | | | | | |  Woods-----------| 0-16 | 20-45 | 15-53 | 27-40 |1.30-1.60| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-5.0 | .43 | .43  | 16-26 | 0-45 | 0-65 | 35-60 |1.35-1.60|0.0015-0.06|0.14-0.22| 6.0-8.9 | 1.0-2.0 | .37 | .37  | 26-42 | 0-45 | 0-65 | 27-60 |1.35-1.70| 0.06-0.2 |0.15-0.22| 6.0-8.9 | 0.5-1.0 | .37 | .37  | 42-62 | 0-45 | 0-65 | 27-60 |1.35-1.70| 0.06-0.2 |0.15-0.22| 6.0-8.9 | 0.5-1.0 | .37 | .37  | 62-80 | 0-45 | 0-65 | 18-60 |1.30-1.70| 0.06-0.6 |0.15-0.24| 6.0-8.9 | 0.5-1.0 | .37 | .37  | | | | | | | | | | | WodB: | | | | | | | | | | |  Woods-----------| 0-11 | 20-45 | 15-53 | 27-40 |1.30-1.60| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-5.0 | .43 | .43  | 11-26 | 0-45 | 0-65 | 35-60 |1.35-1.60|0.0015-0.06|0.14-0.22| 6.0-8.9 | 1.0-2.0 | .37 | .37  | 26-41 | 0-45 | 0-65 | 27-60 |1.35-1.70| 0.06-0.2 |0.15-0.22| 6.0-8.9 | 0.5-1.0 | .37 | .37  | 41-60 | 0-45 | 0-65 | 27-60 |1.35-1.70| 0.06-0.2 |0.15-0.22| 6.0-8.9 | 0.5-1.0 | .37 | .37  | 60-80 | 0-45 | 0-65 | 18-60 |1.30-1.70| 0.06-0.6 |0.15-0.24| 6.0-8.9 | 0.5-1.0 | .37 | .37  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | WodC: | | | | | | | | | | |  Woods-----------| 0-10 | 20-45 | 15-53 | 27-40 |1.30-1.60| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-5.0 | .43 | .43  | 10-13 | 0-45 | 0-65 | 27-40 |1.30-1.60| 0.2-0.6 |0.15-0.22| 3.0-5.9 | 1.0-5.0 | .43 | .43  | 13-51 | 0-45 | 0-65 | 35-60 |1.35-1.60|0.0015-0.06|0.14-0.22| 6.0-8.9 | 1.0-2.0 | .37 | .37  | 51-69 | 0-45 | 0-65 | 27-60 |1.35-1.70| 0.06-0.2 |0.15-0.22| 6.0-8.9 | 0.5-1.0 | .37 | .37  | 69-80 | 0-45 | 0-65 | 18-60 |1.30-1.70| 0.06-0.6 |0.15-0.24| 6.0-8.9 | 0.5-1.0 | .37 | .37  | | | | | | | | | | | WQHE: | | | | | | | | | | |  Westola---------| 0-11 | 32-52 | 27-50 | 10-18 |1.30-1.55| 0.6-2 |0.15-0.20| 0.0-2.9 | 0.5-1.0 | .32 | .32  | 11-18 | 32-85 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 18-28 | 32-90 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 28-34 | 32-90 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 34-80 | 32-90 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | |  Quinlan---------| 0-8 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 8-15 | 15-53 | 15-67 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 15-18 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Hardeman--------| 0-9 | 32-53 | 27-50 | 10-18 |1.35-1.55| 2-6 |0.10-0.18| 0.0-2.9 | 0.5-1.0 | .28 | .28  | 9-18 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 18-35 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 35-47 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | 47-80 | 32-85 | 0-50 | 12-18 |1.35-1.55| 2-6 |0.10-0.15| 0.0-2.9 | 0.1-0.5 | .28 | .28  | | | | | | | | | | | WQnB: | | | | | | | | | | |  Woodward--------| 0-8 | 33-53 | 30-50 | 10-18 |1.30-1.60| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 8-19 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 19-25 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 25-30 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Quinlan---------| 0-6 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 6-18 | 15-85 | 0-88 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 18-22 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | WQnC: | | | | | | | | | | |  Woodward--------| 0-7 | 33-53 | 27-50 | 10-18 |1.30-1.60| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-2.0 | .37 | .37  | 7-30 | 0-85 | 0-88 | 10-18 |1.40-1.65| 0.6-2 |0.13-0.24| 0.0-2.9 | 0.0-0.5 | .37 | .37  | 30-35 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | |  Quinlan---------| 0-8 | 23-53 | 27-50 | 15-27 |1.30-1.55| 0.6-2 |0.15-0.24| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 8-13 | 15-83 | 0-88 | 10-30 |1.30-1.70| 0.6-6 |0.07-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37  | 13-18 | --- | --- | --- |1.85-2.00| 0.2-0.6 | --- | --- | --- | --- | ---  | | | | | | | | | | | 
Table 19.--Physical Properties of the Soils--Continued ____________________________________________________________________________________________________________________

 | | | | | | | | | |Erosion fa Map symbol | Depth | Sand | Silt | Clay | Moist | Permea- |Available| Linear | Organic |___________ and soil name | | | | | bulk | bility | water |extensi- | matter | |  | | | | | density | (Ksat) |capacity | bility | | K | Kf _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____ | In | Pct | Pct | Pct | g/cc | In/hr | In/in | Pct | Pct | | 

 | | | | | | | | | | | WslA: | | | | | | | | | | |  Westola---------| 0-8 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 8-16 | 32-85 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 16-27 | 43-90 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 27-33 | 20-80 | 0-50 | 5-35 |1.40-1.70| 2-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 33-80 | 43-90 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | WstA: | | | | | | | | | | |  Westola---------| 0-10 | 43-85 | 0-50 | 10-18 |1.30-1.60| 2-6 |0.11-0.15| 0.0-2.9 | 0.5-1.0 | .20 | .20  | 10-25 | 32-85 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 25-43 | 32-85 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.11-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 43-90 | 20-90 | 0-53 | 5-35 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | 90-99 | 43-90 | 0-50 | 5-18 |1.40-1.70| 2-6 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32  | | | | | | | | | | | YmrA: | | | | | | | | | | |  Yomont----------| 0-12 | 33-53 | 30-50 | 10-20 |1.30-1.45| 2-6 |0.16-0.22| 0.0-2.9 | 0.5-1.0 | .49 | .49  | 12-24 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 24-31 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 31-39 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 39-80 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | | | | | | | | | | | YmtA: | | | | | | | | | | |  Yomont----------| 0-7 | 33-53 | 30-50 | 10-20 |1.30-1.45| 2-6 |0.16-0.22| 0.0-2.9 | 0.5-1.0 | .49 | .49  | 7-16 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 16-21 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 21-60 | 0-85 | 0-88 | 10-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | 60-80 | 15-100 | 0-85 | 0-18 |1.40-1.60| 2-6 |0.14-0.20| 0.0-2.9 | 0.1-0.5 | .49 | .49  | | | | | | | | | | | _________________|_______|________|________|________|_________|___________|_________|_________|_________|_____|_____
Harper County, Oklahoma 545

Physical Analyses of Selected Soils

The results of physical analyses of several pedons are given in table 20, “Physical

Analyses of Selected Soils.” The data are for soils sampled at carefully selected sites.

The pedons are typical of the series in this survey. The Soil Survey Laboratory,

Lincoln, Nebraska, analyzed the soil samples.

Most determinations, except for those for grain-size analysis and bulk density, were

made on soil material smaller than 2 millimeters in diameter. Measurements reported

as percent or quantity of unit weight were calculated on an ovendry basis. The

methods used in obtaining the data are indicated in the list that follows. The codes in

parentheses refer to published methods (USDA–NRCS, 1996).

Clay—(fraction less than 0.002 mm) pipette extraction, weight percentages of all

material less than 2 mm (3A1).

Silt—(0.002-0.05 mm fraction) pipette extraction, weight percentages of all material

less than 2 mm (3A1).

Sand—(0.05-2.0 mm fraction) weight percentages of material less than 2 mm

(3A1).

Bulk density—of less than 2 mm material, saran-coated clods field moist

(4A1a), 1/3-bar (4A1d), ovendry (4A1h).

Water-retention difference—between 1/3-bar and 15-bars for whole soil (4C1).

Water retained—pressure extraction, percentage of ovendry weight of less than 2

mm material; 1/3- or 1/10-bar (4B1), 15-bars (4B2).

Linear extensibility—change in clod dimension based on whole soil (4D).
Table 20.--Physical Analyses of Selected Soils [Dashes indicate that analyses were not made. TR means trace] ____________________________________________________________________________________________________________________

 | | | Particle-size distribution | Bulk |Water 

_____________________________________________________________________ 

 | | | | Silt | Sand | density |reten- 

_____________________ ______________________________________ ___________ 

 | | | Clay | Total | Fine |Coarse|Total|Very |Fine |Medium|Coarse| Very | | |tion Soil name and |Hori-|Depth|(<0.002)| silt |(0.002|(0.02-| sand| fine| | | |coarse| 1/3-|Oven-|differ _______ _____ sample number*|zon | | |(0.002-| -0.02| 0.05 |(0.05|(0.05|(0.10|(0.25 |(0.5 |(1.0- | bar | dry |ence  | | | |0.05mm)| mm) | mm) | -2.0|-0.10|-0.25| -0.50| -1mm)|2.0mm)| | |1/3-ba | | | | | | | mm) | mm)| mm) | mm) | | | | |15-bar ____________________________________________________________________________________________________________________ | | In |------------------------------Percent--------------------------------|g/cm3|g/cm3|(cm/cm

 | | | | | | | | | | | | | | | Abbie: | Ap1 | 0-6 | 21.8 | 44.1 | 15.2 | 28.9 | 34.1| 15.3| 12.4| 5.0 | 1.1 | 0.3 | --- | --- | ----  S93OK-059-007| Ap2 | 6-12| 24.4 | 44.2 | 16.7 | 27.6 | 31.4| 15.1| 10.7| 4.9 | 0.7 | TR | 1.39| 1.53| 0.14  | Bt1 |12-17| 28.7 | 40.3 | 14.1 | 26.2 | 31.0| 11.7| 12.7| 5.7 | 0.8 | 0.1 | 1.64| 1.66| 0.04  | Bt2 |17-24| 23.2 | 33.4 | 9.9 | 23.5 | 43.4| 16.1| 19.7| 6.6 | 0.9 | 0.1 | 1.48| 1.61| 0.15  | Btk1|24-33| 21.1 | 31.5 | 11.8 | 19.7 | 47.4| 13.6| 25.4| 7.7 | 0.6 | 0.1 | 1.46| 1.54| 0.09  | BtK2|33-44| 26.6 | 26.9 | 12.0 | 14.9 | 46.5| 8.0| 25.5|11.3 | 1.4 | 0.3 | 1.53| 1.60| 0.07  | Akb |44-49| 26.6 | 37.0 | 15.1 | 22.0 | 36.4| 8.1| 18.0| 8.9 | 1.3 | 0.1 | 1.48| 1.52| 0.10  |Btkb1|49-63| 30.3 | 33.3 | 13.6 | 19.7 | 36.4| 8.5| 18.8| 8.1 | 0.9 | 0.1 | 1.53| 1.64| 0.09  |Btkb2|63-72| 43.5 | 26.3 | 12.8 | 13.5 | 30.2| 6.0| 16.5| 6.3 | 1.0 | 0.4 | 1.59| 1.78| 0.07  |Btkb3|72-80| 39.6 | 26.0 | 12.4 | 13.6 | 34.4| 6.0| 18.8| 8.3 | 1.1 | 0.2 | 1.63| 1.79| 0.01  |Btkb4|80-90| 21.3 | 27.8 | 11.7 | 16.1 | 50.9| 5.2| 29.9|13.8 | 1.7 | 0.3 | 1.61| 1.64| 0.08  | | | | | | | | | | | | | | | Deepwood: | A | 0-4 | 11.8 | 39.5 | 8.3 | 31.2 | 48.7| 37.7| 9.7| 1.0 | 0.3 | TR | 1.32| 1.34| 0.13  S94OK-059-011| A2 | 4-12| 12.1 | 38.3 | 7.9 | 30.4 | 49.6| 39.4| 9.0| 0.8 | 0.3 | 0.1 | 1.31| 1.37| 0.15  | Bk1 |12-23| 11.0 | 38.2 | 8.7 | 29.5 | 50.8| 38.2| 11.4| 0.8 | 0.3 | 0.1 | 1.34| 1.35| 0.12  | Bk2 |23-28| 9.7 | 38.0 | 10.7 | 27.3 | 52.3| 41.1| 9.3| 1.2 | 0.5 | 0.2 | 1.30| 1.34| 0.09  | Bk3 |28-39| 9.7 | 36.5 | 10.2 | 26.3 | 53.8| 42.7| 9.5| 1.2 | 0.4 | TR | 1.28| 1.31| 0.23  | Bk4 |39-56| 10.4 | 35.4 | 10.2 | 25.2 | 54.2| 41.8| 10.4| 1.3 | 0.5 | 0.2 | 1.38| 1.43| 0.12  | Bk4 |56-67| 11.2 | 35.7 | 11.0 | 24.7 | 53.1| 40.6| 10.5| 1.4 | 0.5 | 0.1 | 1.43| 1.47| 0.10  | Bk4 |67-79| 10.9 | 36.6 | 11.6 | 25.0 | 52.5| 40.8| 9.8| 1.3 | 0.4 | 0.2 | 1.45| 1.50| 0.10  | BCk |79-92| 10.0 | 33.5 | 10.0 | 23.5 | 56.5| 39.6| 14.7| 1.5 | 0.5 | 0.2 | 1.48| 1.52| 0.10  | Ck |92-99| 8.5 | 28.8 | 9.2 | 19.6 | 62.7| 39.0| 16.1| 5.2 | 2.1 | 0.3 | 1.53| 1.57| 0.17  | | | | | | | | | | | | | | | Devol: | A | 0-6 | 6.3 | 7.5 | 2.0 | 5.5 | 86.2| 9.5| 52.3|23.1 | 1.1 | 0.2 | | |  S94OK-059-010| Btd | 6-10| 11.4 | 7.2 | 2.5 | 4.7 | 81.4| 8.9| 51.5|19.8 | 1.0 | 0.2 | 1.62| 1.71| 0.10  | Bt2 |10-23| 9.1 | 5.6 | 2.2 | 3.4 | 85.3| 9.7| 53.8|21.3 | 0.5 | TR | 1.55| 1.63| 0.08  | Bw |23-38| 9.0 | 5.5 | 1.8 | 3.7 | 85.5| 10.2| 53.8|20.9 | 0.6 | TR | 1.62| 1.67| 0.05  |2Bk |38-49| 8.5 | 5.4 | 2.2 | 3.2 | 86.1| 8.6| 53.1|22.2 | 2.2 | --- | 1.54| 1.61| 0.10  |2Bw |49-60| 9.8 | 7.3 | 2.3 | 5.0 | 82.9| 12.2| 49.6|20.7 | 0.4 | TR | 1.49| 1.55| 0.16  |2Bw2 |60-69| 9.4 | 7.3 | 2.4 | 5.0 | 83.3| 9.3| 57.8|16.0 | 0.2 | --- | 1.57| 1.57| 0.12  |2Btk |69-76| 11.3 | 9.6 | 2.9 | 6.7 | 79.1| 18.3| 41.9|18.5 | 0.4 | --- | 1.45| 1.55| 0.26  |2C1 |76-91| 8.9 | 6.2 | 2.0 | 4.2 | 84.9| 11.5| 40.2|29.4 | 3.7 | 0.1 | 1.58| 1.63| 0.05  |2C2 |91-98| 11.6 | 8.9 | 2.3 | 6.6 | 79.5| 17.2| 47.3|13.7 | 1.0 | 0.3 | 1.57| 1.63| 0.14  | | | | | | | | | | | | | | |  * See footnote at end of table.
Table 20.--Physical Analyses of Selected Soils--Continued ____________________________________________________________________________________________________________________

 | | | Particle-size distribution | Bulk |Water 

_____________________________________________________________________ 

 | | | | Silt | Sand | density |reten- 

_____________________ ______________________________________ ___________ 

 | | | Clay | Total | Fine |Coarse|Total|Very |Fine |Medium|Coarse| Very | | |tion Soil name and |Hori-|Depth|(<0.002)| silt |(0.002|(0.02-| sand| fine| | | |coarse| 1/3-|Oven-|differ _______ _____ sample number*|zon | | |(0.002-| -0.02| 0.05 |(0.05|(0.05|(0.10|(0.25 |(0.5 |(1.0- | bar | dry |ence  | | | |0.05mm)| mm) | mm) | -2.0|-0.10|-0.25| -0.50| -1mm)|2.0mm)| | |1/3-ba | | | | | | | mm) | mm)| mm) | mm) | | | | |15-bar ____________________________________________________________________________________________________________________ | | In |------------------------------Percent--------------------------------|g/cm3|g/cm3|(cm/cm

 | | | | | | | | | | | | | | | Eda: | A | 0-4 | 4.0 | 11.0 | 3.6 | 7.4 | 85.0| 8.7| 48.7|25.2 | 2.1 | 0.3 | 1.65| 1.67| 0.02  S94OK-059-014| Bt1 | 4-10| 6.2 | 7.9 | 2.4 | 5.5 | 85.9| 10.2| 49.8|23.9 | 2.0 | TR | 1.58| 1.62| 0.04  | Bt2 |10-18| 6.9 | 6.1 | 1.9 | 4.2 | 86.6| 9.3| 50.2|25.5 | 1.6 | TR | 1.53| 1.60| 0.07  | BC |18-28| 6.9 | 6.1 | 2.1 | 4.0 | 87.0| 9.8| 51.8|23.3 | 2.1 | TR | 1.60| 1.65| 0.04  | C |28-45| 5.6 | 6.9 | 2.9 | 4.0 | 87.5| 6.3| 46.0|31.6 | 3.5 | 0.1 | 1.62| 1.68| 0.06  |2C1 |45-52| 5.0 | 4.9 | 1.9 | 3.0 | 90.1| 6.7| 48.6|32.1 | 2.6 | 0.1 | 1.64| 1.68| 0.04  |2C2 |52-59| 5.8 | 6.6 | 2.4 | 4.2 | 87.6| 7.2| 39.7|34.8 | 5.9 | TR | 1.65| 1.70| 0.05  |2C3 |59-69| 5.7 | 6.3 | 2.7 | 3.6 | 88.0| 8.1| 48.4|29.1 | 2.0 | 0.4 | 1.63| 1.68| 0.07  |2C4 |69-85| 7.0 | 6.2 | 1.9 | 4.3 | 86.8| 7.7| 38.3|35.0 | 5.8 | TR | 1.61| 1.67| 0.06  |2C5 |85-99| 9.2 | 13.4 | 4.0 | 9.4 | 77.4| 14.4| 25.6|29.1 | 7.7 | 0.6 | 1.40| 1.52| 0.24  | | | | | | | | | | | | | | | Jester: | A | 0-5 | 1.6 | 8.6 | 1.8 | 6.8 | 89.8| 6.4| 39.2|39.5 | 4.4 | 0.3 | --- | ----| ----  S93OK-059-001| AC | 5-17| 0.9 | 6.5 | 1.3 | 5.3 | 92.6| 9.7| 44.1|35.3 | 3.4 | 0.1 | --- | --- | ----  | C1 |17-42| 0.8 | 2.5 | 0.2 | 2.3 | 96.7| 7.7| 39.6|44.0 | 5.3 | 0.1 | --- | --- | ----  |2C2 |42-57| 0.1 | 3.0 | 0.7 | 2.3 | 96.9| 5.6| 36.9|46.0 | 8.1 | 0.3 | --- | --- | ----  |2C3 |57-79| 0.8 | 9.5 | 0.2 | 9.3 | 89.7| 1.5| 34.1|46.5 | 7.6 | TR | --- | --- | ----  | | | | | | | | | | | | | | | Lincoln: | A | 0-7 | 2.7 | 6.6 | 3.2 | 3.4 | 90.7| 11.3| 47.4|27.2 | 4.1 | 0.7 | 1.66| 1.67| 0.05  S93OK-059-008| AC | 7-19| 1.5 | 7.4 | 1.1 | 6.3 | 91.1| 13.2| 50.3|24.1 | 3.4 | 0.1 | 1.63| 1.63| 0.05  | C1 |19-30| 1.1 | 5.7 | 0.8 | 4.9 | 93.2| 8.8| 49.2|30.4 | 4.2 | 0.6 | --- | --- | ----  | C2 |30-47| 1.1 | 5.4 | 0.6 | 4.8 | 93.5| 10.5| 51.4|27.9 | 3.2 | 0.5 | --- | --- | ----  | C3 |47-56| 0.8 | 2.9 | 0.6 | 2.3 | 96.3| 1.4| 15.7|51.9 |23.4 | 3.9 | --- | --- | ----  | C4 |56-71| 0.9 | 2.7 | 0.4 | 2.3 | 96.4| 1.9| 33.7|53.6 | 7.0 | 0.2 | --- | --- | ----  | | | | | | | | | | | | | | | Lugert: | A1 | 0-4 | 15.2 | 51.6 | 13.7 | 37.9 | 33.2| 26.1| 4.6| 1.8 | 0.6 | 0.1 | 1.26| 1.35| 0.06  S94OK-059-016| A2 | 4-11| 15.7 | 53.9 | 15.2 | 38.7 | 30.4| 24.6| 3.6| 1.3 | 0.6 | 0.3 | --- | --- | ----  | Bw |11-18| 13.5 | 46.0 | 12.4 | 33.6 | 40.5| 30.7| 6.2| 2.6 | 0.8 | 0.2 | --- | --- | ----  | Bk1 |18-26| 13.6 | 45.0 | 11.0 | 34.0 | 41.4| 30.6| 7.6| 2.5 | 0.5 | 0.2 | 1.29| 1.36| 0.18  | Bk2 |26-36| 12.9 | 49.1 | 12.2 | 36.9 | 38.0| 32.1| 4.7| 0.9 | 0.2 | 0.1 | 1.35| 1.42| 0.20  | Ckz |36-48| 14.9 | 52.5 | 14.7 | 37.8 | 32.6| 30.2| 2.1| 0.2 | 0.1 | TR | 1.48| 1.56| 0.21  | Azb1|48-55| 18.1 | 58.6 | 17.1 | 41.5 | 23.3| 20.7| 1.4| 0.7 | 0.4 | 0.1 | 1.35| 1.45| 0.20  | Azb2|55-69| 20.5 | 51.1 | 16.8 | 34.3 | 28.4| 21.9| 3.4| 1.5 | 1.0 | 0.6 | 1.47| 1.52| ----  | Cz1 |69-78| 19.4 | 46.4 | 14.5 | 31.9 | 34.2| 25.5| 5.3| 2.3 | 1.0 | 0.1 | 1.28| 1.39| 0.21  | Cz2 |78-88| 16.5 | 45.4 | 12.5 | 32.9 | 38.1| 30.1| 5.6| 1.8 | 0.4 | 0.2 | 1.38| 1.48| 0.21  | | | | | | | | | | | | | | |  * See footnote at end of table.
Table 20.--Physical Analyses of Selected Soils--Continued ____________________________________________________________________________________________________________________

 | | | Particle-size distribution | Bulk |Water 

_____________________________________________________________________ 

 | | | | Silt | Sand | density |reten- 

_____________________ ______________________________________ ___________ 

 | | | Clay | Total | Fine |Coarse|Total|Very |Fine |Medium|Coarse| Very | | |tion Soil name and |Hori-|Depth|(<0.002)| silt |(0.002|(0.02-| sand| fine| | | |coarse| 1/3-|Oven-|differ _______ _____ sample number*|zon | | |(0.002-| -0.02| 0.05 |(0.05|(0.05|(0.10|(0.25 |(0.5 |(1.0- | bar | dry |ence  | | | |0.05mm)| mm) | mm) | -2.0|-0.10|-0.25| -0.50| -1mm)|2.0mm)| | |1/3-ba | | | | | | | mm) | mm)| mm) | mm) | | | | |15-bar ____________________________________________________________________________________________________________________ | | In |------------------------------Percent--------------------------------|g/cm3|g/cm3|(cm/cm

 | | | | | | | | | | | | | | | Quinlan: | A | 0-6 | 9.4 | 44.3 | 12.6 | 31.7 | 46.3| 38.7| 6.3| 0.9 | 0.2 | 0.2 | 1.34| 1.39| 0.18  S94OK-059-012| Bk1 | 6-9 | 10.4 | 43.7 | 14.7 | 29.0 | 45.9| 38.8| 5.3| 1.0 | 0.5 | 0.3 | 1.37| 1.42| 0.19  | Bk2 | 9-16| 9.4 | 48.2 | 18.0 | 30.2 | 42.4| 34.1| 5.2| 1.8 | 0.8 | 0.5 | 1.40| 1.44| 0.13  | Cr1 |16-22| 5.3 | 40.4 | 14.4 | 26.0 | 54.3| 45.3| 7.7| 0.4 | 0.4 | 0.5 | 1.77| 1.80| 0.17  | Cr2s|22-33| 5.2 | 54.7 | 17.5 | 37.2 | 40.1| 34.9| 4.1| 0.3 | 0.2 | 0.6 | 1.73| 1.76| 0.20  | Cr3 |33-43| 5.4 | 49.5 | 14.1 | 35.4 | 45.1| 36.4| 6.1| 1.0 | 0.9 | 0.7 | 1.84| 1.86| 0.17  | | | | | | | | | | | | | | | St. Paul: | Ap | 0-7 | 16.9 | 58.2 | 17.3 | 40.9 | 24.9| 22.1| 1.7| 0.8 | 0.2 | 0.1 | --- | --- | ----  S93OK-059-005| A | 7-13| 22.3 | 55.6 | 18.4 | 37.2 | 22.1| 20.0| 1.5| 0.4 | 0.1 | 0.1 | 1.37| 1.49| 0.16  | Bt |13-22| 24.1 | 56.7 | 19.9 | 36.8 | 19.2| 16.5| 1.9| 0.6 | 0.1 | 0.1 | 1.33| 1.46| 0.16  | Btk1|22-36| 28.8 | 56.7 | 24.7 | 32.0 | 14.5| 13.1| 1.1| 0.2 | 0.1 | TR | 1.43| 1.64| 0.14  | Btk2|36-52| 20.1 | 55.2 | 22.2 | 33.0 | 24.7| 22.8| 1.3| 0.4 | 0.2 | TR | 1.35| 1.42| 0.11  | Btk3|52-65| 13.5 | 41.6 | 13.9 | 27.7 | 44.9| 38.9| 5.3| 0.6 | 0.1 | TR | 1.35| 1.44| 0.12  | Abt |65-76| 23.0 | 46.2 | 17.3 | 28.9 | 30.8| 17.8| 3.3| 5.0 | 4.1 | 0.6 | 1.50| 1.65| 0.11  | CB |76-86| 21.4 | 46.1 | 16.0 | 30.1 | 32.5| 27.1| 3.8| 1.0 | 0.4 | 0.2 | 1.40| 1.49| 0.13  | | | | | | | | | | | | | | | Westola: | A1 | 0-5 | 9.4 | 36.9 | 10.1 | 26.8 | 53.7| 32.6| 14.8| 5.4 | 0.6 | 0.3 | 1.39| 1.46| 0.17  S94OK-059-015| A2 | 5-10| 7.6 | 35.0 | 8.8 | 26.2 | 57.4| 36.5| 15.2| 5.4 | 0.3 | TR | 1.44| 1.50| 0.14  | BC1 |10-19| 4.2 | 27.9 | 5.0 | 22.9 | 67.9| 32.3| 23.9|11.1 | 0.6 | TR | 1.49| 1.53| 0.08  | BC2 |19-25| 4.4 | 24.3 | 5.2 | 19.1 | 71.3| 30.7| 30.9| 9.2 | 0.5 | --- | 1.44| 1.47| 0.17  | BCk |25-42| 6.3 | 28.0 | 6.0 | 22.0 | 65.7| 39.4| 23.8| 2.3 | 0.2 | TR | 1.44| 1.47| 0.18  | C1 |42-53| 1.0 | 11.1 | 3.4 | 7.7 | 87.9| 27.7| 58.5| 1.6 | 0.1 | TR | 1.51| 1.52| 0.05  | C2 |53-55| 6.2 | 66.6 | 37.2 | 29.4 | 27.2| 17.3| 7.6| 1.7 | 0.4 | 0.2 | 1.43| 1.59| 0.16  | C3 |55-66| 4.5 | 30.1 | 5.1 | 25.0 | 65.4| 52.7| 12.0| 0.5 | 0.1 | 0.1 | 1.52| 1.55| 0.22  | C4 |66-73| 7.4 | 41.1 | 9.1 | 32.0 | 51.5| 41.4| 8.6| 1.3 | 0.1 | 0.1 | 1.44| 1.48| 0.26  | C5 |73-90| 17.7 | 57.0 | 19.9 | 37.1 | 25.3| 20.9| 2.7| 1.5 | 0.2 | --- | 1.42| 1.61| 0.25  | C6 |90-99| --- | 3.1 | 1.7 | 1.4 | 96.9| 5.7| 73.3|16.9 | 0.6 | 0.4 | --- | --- | ---  | | | | | | | | | | | | | | | Yomont: | A | 0-7 | 21.7 | 56.2 | 26.6 | 29.6 | 22.1| 18.5| 2.6| 0.7 | 0.2 | 0.1 | 1.37| 1.46| 0.13  S93OK-059-002| AC | 7-16| 16.2 | 52.9 | 20.4 | 32.5 | 30.9| 26.4| 3.7| 0.6 | 0.2 | TR | 1.33| 1.40| 0.15  | Ck1 |16-29| 15.7 | 48.9 | 22.8 | 26.1 | 35.4| 27.2| 6.6| 1.5 | 0.1 | TR | 1.38| 1.44| 0.14  | Ck2 |29-48| 19.0 | 67.0 | 31.8 | 35.2 | 14.0| 6.1| 4.1| 2.8 | 0.9 | 0.1 | 1.39| 1.43| 0.15  | Ck3 |48-60| 11.1 | 53.0 | 21.4 | 31.6 | 35.9| 25.1| 6.7| 3.5 | 0.5 | 0.1 | 1.38| 1.41| 0.14  |2C1 |60-73| 0.4 | 12.7 | 5.4 | 7.3 | 86.9| 15.2| 15.9|34.6 |16.9 | 4.3 | 1.56| 1.57| 0.10  |2C2 |73-80| TR | 4.0 | 1.7 | 2.3 | 96.8| 1.9| 10.6|51.6 |23.4 | 9.3 | | |  | | | | | | | | | | | | | | | ____________________________________________________________________________________________________________________ * Pedons are located as follows: Abbie (S93OK-059-007), about 1,700 feet south and 1,800 feet west of the northeast corner of sec. 23, T. 28 N.pedon is the typical pedon for map unit AbbB in the survey area. Deepwood (S94OK-059-011), about 650 feet south and 500 feet east of the northwest corner of sec. 33, T. 28 N., is the typical pedon for map unit QWDE in the survey area.
 Devol (S94OK-059-010), about 1,800 feet north and 500 feet east of the southwest corner of sec. 6, T. 27 N., R. texture is sandier than is definitive for the Devol map unit. This pedon is the typical pedon for map unit DvlC in th Eda (S94OK-059-014), about 4,200 feet south and 2,200 feet west of the northeast corner of sec. 26, T. 25 N., Ris the typical pedon for map unit EdlE in the survey area. Jester (S93OK-059-001), about 2,000 feet west and 1,900 feet north of the southeast corner of sec. 32, T. 25 N.pedon is the typical pedon for map unit JssF in the survey area. Lincoln (S93OK-059-008), about 2,500 feet east and 2,600 feet north of the southwest corner of sec. 31, T. 26 Npedon is the typical pedon for map unit LsoA in the survey area. Lugert (S94OK-059-016), about 200 feet west and 50 feet south of the northeast corner of sec. 21, T. 29 N., R. 2the typical pedon for map unit LgtA in the survey area. Quinlan (S94OK-059-012), about 1,700 feet south and 1,700 feet east of the northwest corner of sec. 32, T. 26 Npedon is the typical pedon for map unit QWDE in the survey area. St. Paul (S93OK-059-005), about 900 feet west and 1,600 feet south of the northeast corner of sec. 32, T. 29 N.pedon is the typical pedon for map unit StpB in the survey area. Westola (S94OK-059-015), about 2,600 feet north and 1,600 feet west of the southeast corner of sec. 17, T. 27 Npedon is the typical pedon for map unit WstA in the survey area. Yomont (S93OK-059-002), about 2,000 feet east and 1,600 feet south of the northwest corner of sec. 20, T. 26 N.pedon is the typical pedon for map unit YmtA in the survey area.
550 Soil Survey

Chemical Properties

Table 21, “Chemical Properties of the Soils,” 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.

Cation-exchange capacity is 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. Soils having a low cationexchange capacity hold fewer cations and may require more frequent applications of

fertilizer than soils having a high cation-exchange capacity. Soils having a high cationexchange capacity can retain cations. The ability to retain cations helps to prevent the

pollution of ground water.

Soil reaction is a measure of acidity or alkalinity and is expressed as a range in pH

values. The range in pH of each major horizon is based on many field tests. For many

soils, values have been verified by laboratory analyses. Soil reaction is important in

selecting crops and other plants, in evaluating soil amendments for fertility and

stabilization, and in determining the risk of corrosion.

Calcium carbonate equivalent is the percent of carbonates, by weight, in the soil.

The availability of plant nutrients is influenced by the amount of carbonates in the soil.

Incorporating nitrogen fertilizer into calcareous soils helps to prevent nitrite

accumulation and ammonium-N volatilization.

Gypsum is given as the percent, by weight, of hydrated calcium sulfates in the soil.

Gypsum is partially soluble in water and can be dissolved and removed by water.

Soils that have a high content of gypsum (more than 10 percent) may collapse if the

gypsum is removed by percolating water.

Salinity is a measure of soluble salts in the soil at saturation. It is expressed as the

electrical conductivity of the saturation extract, in millimhos per centimeter

(decisiemens per meter) at 25 degrees C. Estimates are based on field and

laboratory measurements at representative sites of nonirrigated soils. The salinity of

irrigated soils is affected by the quality of the irrigation water and by the frequency of

water application. Hence, the salinity of soils in individual fields can differ greatly from

the value given in the table. Salinity affects the suitability of a soil for crop production,

the stability of the soil if used as construction material, and the potential of the soil to

corrode metal and concrete.

Sodium adsorption ratio is the measure of sodium relative to calcium and

magnesium in the water extract from saturated soil paste. Soils having a sodium

adsorption ratio of 13 or more may be characterized by an increased dispersion of

organic matter and clay particles, reduced permeability and aeration, and a general

degradation of soil structure.
Harper County, Oklahoma 551

Table 21.--Chemical Properties of the Soils

[Absence of an entry indicates that data were not estimated]

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

AbbA: | | | | | | |

 Abbie----------------| 0-12 | 7.0-16 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 12-23 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 23-42 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 42-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

AbbB: | | | | | | |

 Abbie----------------| 0-12 | 7.0-16 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 12-24 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 24-44 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 44-49 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 49-91 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |

AbbB2: | | | | | | |

 Abbie----------------| 0-7 | 7.0-16 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 7-17 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 17-32 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 32-42 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 42-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

AbbC: | | | | | | |

 Abbie----------------| 0-14 | 7.0-16 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 14-26 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 26-38 | 15-22 | 7.4-8.4 | 1-5 | 0 | 0 | 0

 | 38-56 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 56-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

AbbC2: | | | | | | |

 Abbie----------------| 0-12 | 7.0-16 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 12-23 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 23-37 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 37-51 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 51-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

AbsB: | | | | | | |

 Abilene--------------| 0-9 | 15-25 | 6.6-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 9-18 | 15-25 | 6.6-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 18-26 | 20-30 | 6.6-8.4 | 5-10 | 0 | 0.0-2.0 | 0

 | 26-57 | 15-30 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 57-80 | 20-30 | 7.9-8.4 | 5-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

AclA: | | | | | | |

 Abbie----------------| 0-13 | 16-19 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 13-24 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 24-61 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 61-67 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 67-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

AflB: | | | | | | |

 Abbie----------------| 0-7 | 5.0-11 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 7-14 | 4.0-19 | 7.4-8.4 | 1-5 | 0 | 0 | 0

 | 14-47 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 47-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |
552 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

AflC: | | | | | | |

 Abbie----------------| 0-13 | 5.0-11 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 13-27 | 15-22 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 27-45 | 11-22 | 7.4-8.4 | 5-15 | 0 | 0 | 0

 | 45-57 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 57-80 | 4.0-19 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

BdaB: | | | | | | |

 Berda----------------| 0-6 | 8.0-15 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 6-19 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 19-39 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 39-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

BdaC: | | | | | | |

 Berda----------------| 0-8 | 8.0-15 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 8-17 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 17-25 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 25-35 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 35-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

BdaD: | | | | | | |

 Berda----------------| 0-9 | 8.0-15 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 9-25 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 25-46 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 46-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

CRVE: | | | | | | |

 Cottonwood-----------| 0-8 | 10-15 | 7.9-8.4 | 5-30 | 5-40 | 0 | 0

 | 8-12 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Rock outcrop---------| 0-60 | --- | --- | --- | 40-90 | 8.0-16.0 | ---

 | | | | | | |

 Vinson---------------| 0-10 | 10-18 | 7.4-8.4 | 0-10 | 2-10 | 0 | 0

 | 10-23 | 12-20 | 7.9-8.4 | 5-15 | 2-20 | 0 | 0

 | 23-34 | 12-20 | 7.9-8.4 | 5-15 | 2-20 | 0 | 0

 | 34-38 | --- | --- | --- | --- | --- | ---

 | | | | | | |

DAM: | | | | | | |

 Dam------------------| 0-80 | --- | --- | --- | --- | --- | ---

 | | | | | | |

DevE: | | | | | | |

 Devol----------------| 0-8 | 5.0-11 | 5.6-7.8 | 0 | 0 | 0 | 0

 | 8-23 | 2.0-11 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 23-43 | 2.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 43-80 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | | | | | | |

DpwB: | | | | | | |

 Deepwood-------------| 0-6 | 7.0-11 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 6-21 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 21-43 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 43-59 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 59-80 | 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

DpwC: | | | | | | |

 Deepwood-------------| 0-10 | 7.0-11 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 10-23 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 23-36 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 36-60 | 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | 60-80 | 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |
Harper County, Oklahoma 553

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

DpwD: | | | | | | |

 Deepwood-------------| 0-12 | 7.0-11 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 12-29 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 29-51 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 51-80 | 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

DpwE: | | | | | | |

 Deepwood-------------| 0-8 | 7.0-11 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 8-27 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 27-53 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 53-80 | 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

DvlB: | | | | | | |

 Devol----------------| 0-5 | 5.0-11 | 5.6-7.8 | 0 | 0 | 0 | 0

 | 5-13 | 2.0-11 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 13-29 | 2.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 29-42 | 2.0-6.0 | 6.6-8.4 | 2-6 | 0 | 0 | 0

 | 42-80 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | | | | | | |

DvlC: | | | | | | |

 Devol----------------| 0-6 | 5.0-11 | 5.6-7.8 | 0 | 0 | 0 | 0

 | 6-23 | 2.0-11 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 23-38 | 2.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 38-49 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 49-80 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | | | | | | |

DvlD: | | | | | | |

 Devol----------------| 0-6 | 5.0-11 | 5.6-7.8 | 0 | 0 | 0 | 0

 | 6-16 | 2.0-11 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 16-25 | 2.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 25-43 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 43-80 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | | | | | | |

EdlC: | | | | | | |

 Eda------------------| 0-7 | 2.0-6.0 | 5.6-7.3 | 0 | 0 | 0 | 0

 | 7-15 | 1.0-6.0 | 5.6-7.3 | 0 | 0 | 0 | 0

 | 15-23 | 1.0-6.0 | 5.6-7.3 | 0 | 0 | 0 | 0

 | 23-80 | 1.0-6.0 | 6.1-7.3 | 0-2 | 0 | 0 | 0

 | | | | | | |

EdlE: | | | | | | |

 Eda------------------| 0-10 | 2.0-6.0 | 5.6-7.3 | 0 | 0 | 0 | 0

 | 10-19 | 1.0-6.0 | 5.6-7.3 | 0 | 0 | 0 | 0

 | 19-28 | 1.0-6.0 | 5.6-7.3 | 0 | 0 | 0 | 0

 | 28-45 | 1.0-6.0 | 6.1-7.3 | 0-2 | 0 | 0 | 0

 | 45-104| 1.0-6.0 | 6.1-7.3 | 0-2 | 0 | 0 | 0

 | | | | | | |

FayB: | | | | | | |

 Farry----------------| 0-13 | 5.0-11 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 13-35 | 11-17 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 35-47 | 4.0-17 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 47-80 | 3.0-13 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | | | | | | |

FayC: | | | | | | |

 Farry----------------| 0-12 | 5.0-11 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 12-19 | 11-17 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 19-28 | 4.0-17 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 28-42 | 4.0-17 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 42-80 | 3.0-13 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | | | | | | |
554 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

FoFE: | | | | | | |

 Fortyone-------------| 0-8 | 5.0-10 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 8-16 | 5.0-15 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 16-24 | 3.0-10 | 6.1-8.4 | 0-5 | 0 | 0 | 0

 | 24-34 | 2.0-7.0 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 34-80 | 2.0-7.0 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | | | | | | |

 Farry----------------| 0-10 | 5.0-11 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 10-18 | 11-17 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 18-25 | 4.0-17 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 25-36 | 3.0-13 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 36-80 | 3.0-13 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | | | | | | |

FrkA: | | | | | | |

 Frankirk-------------| 0-8 | 9.0-18 | 6.6-7.8 | 0 | 0 | 0.0-2.0 | 0

 | 8-15 | 9.0-18 | 6.6-7.8 | 0 | 0 | 0.0-2.0 | 0

 | 15-24 | 18-23 | 6.6-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 24-58 | 18-23 | 6.6-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 58-80 | 10-15 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | | | | | | |

FrkB: | | | | | | |

 Frankirk-------------| 0-7 | 13-18 | 6.6-7.8 | 0 | 0 | 0.0-2.0 | 0

 | 7-18 | 18-23 | 6.6-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 18-37 | 10-15 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 37-65 | 10-15 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 65-80 | 10-15 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | | | | | | |

FtnB: | | | | | | |

 Fortyone-------------| 0-7 | 5.0-10 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 7-13 | 5.0-15 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 13-21 | 3.0-10 | 6.1-8.4 | 0-5 | 0 | 0 | 0

 | 21-80 | 2.0-7.0 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | | | | | | |

FtnC: | | | | | | |

 Fortyone-------------| 0-8 | 5.0-10 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 8-30 | 5.0-15 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 30-48 | 3.0-10 | 6.1-8.4 | 0-5 | 0 | 0 | 0

 | 48-80 | 2.0-7.0 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | | | | | | |

FtnD: | | | | | | |

 Fortyone-------------| 0-6 | 5.0-10 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 6-18 | 5.0-15 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 18-27 | 5.0-15 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 27-39 | 3.0-10 | 6.1-8.4 | 0-5 | 0 | 0 | 0

 | 39-80 | 2.0-7.0 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | | | | | | |

GcsA: | | | | | | |

 Gracemore------------| 0-9 | 10-17 | 7.4-8.4 | 0-1 | 0 | 0.0-4.0 | 0

 | 9-16 | 2.0-7.0 | 7.9-8.4 | 0-1 | 0 | 0.0-4.0 | 0

 | 16-25 | 2.0-7.0 | 7.9-8.4 | 0-1 | 0 | 0.0-4.0 | 0

 | 25-36 | 16-19 | 7.9-8.4 | 0-1 | 0 | 0.0-4.0 | 0

 | 36-80 | 2.0-7.0 | 7.9-8.4 | 0-1 | 0 | 0.0-4.0 | 0

 | | | | | | |

GdfB: | | | | | | |

 Grandfield-----------| 0-12 | 9.0-14 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 12-47 | 14-21 | 6.1-7.8 | 0-5 | 0 | 0 | 0

 | 47-56 | 14-21 | 6.6-8.4 | 1-5 | 0 | 0 | 0

 | 56-68 | 14-21 | 6.6-8.4 | 1-5 | 0 | 0 | 0

 | 68-94 | 12-18 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | | | | | | |
Harper County, Oklahoma 555

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

GdfC: | | | | | | |

 Grandfield-----------| 0-8 | 9.0-14 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 8-25 | 14-21 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 25-43 | 14-21 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 43-61 | 14-21 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 61-80 | 12-18 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | | | | | | |

GDGE: | | | | | | |

 Grandfield-----------| 0-8 | 9.0-14 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 8-16 | 14-21 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 16-36 | 14-21 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 36-60 | 12-18 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 60-80 | 12-18 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | | | | | | |

 Devol----------------| 0-13 | 5.0-11 | 5.6-7.8 | 0 | 0 | 0 | 0

 | 13-29 | 2.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 29-38 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 38-45 | 2.0-6.0 | 6.6-8.4 | 0-1 | 0 | 0 | 0

 | 45-80 | 2.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

 Grandmore------------| 0-15 | 6.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 15-30 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 30-54 | 18-27 | 7.4-8.4 | 2-5 | 0 | 0 | 0

 | 54-70 | 18-27 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 70-80 | 18-27 | 7.4-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

GdmB: | | | | | | |

 Grandmore------------| 0-10 | 6.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 10-22 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 22-34 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 34-47 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 47-80 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

GfsA: | | | | | | |

 Gracemore------------| 0-8 | 9.0-17 | 7.4-8.4 | 1-10 | 0 | 4.0-16.0 | 1-6

 | 8-22 | 2.0-6.0 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | 22-80 | 2.0-6.0 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | | | | | | |

GmrA: | | | | | | |

 Gracemont------------| 0-7 | 6.0-11 | 6.6-8.4 | 0-5 | 0 | 0.0-4.0 | 0-2

 | 7-29 | 6.0-11 | 7.9-8.4 | 1-10 | 0 | 0.0-4.0 | 0-2

 | 29-45 | 6.0-17 | 7.9-8.4 | 1-10 | 0 | 0.0-4.0 | 0-2

 | 45-80 | 6.0-17 | 7.9-8.4 | 1-10 | 0 | 0.0-4.0 | 0-2

 | | | | | | |

GmsA: | | | | | | |

 Gracemont------------| 0-7 | 6.0-11 | 6.6-8.4 | 1-10 | 0 | 4.0-16.0 | 1-6

 | 7-22 | 6.0-11 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | 22-31 | 6.0-17 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | 31-62 | 6.0-17 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | 62-80 | 6.0-17 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | | | | | | |

GrmA: | | | | | | |

 Gracemore------------| 0-13 | 9.0-17 | 7.4-8.4 | 1-10 | 0 | 4.0-16.0 | 1-6

 | 13-20 | 2.0-6.0 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | 20-30 | 2.0-6.0 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | 30-49 | 16-19 | 7.9-8.4 | 0-5 | 0 | 4.0-16.0 | 1-6

 | 49-80 | 2.0-6.0 | 7.9-8.4 | 1-5 | 0 | 4.0-16.0 | 1-6

 | | | | | | |
556 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

HdGB: | | | | | | |

 Hardeman-------------| 0-7 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 7-18 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 18-37 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 37-47 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 47-106| 5.0-10 | 7.4-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | | | | | | |

 Grandmore------------| 0-18 | 6.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 18-27 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 27-49 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 49-60 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 60-80 | 18-27 | 7.4-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

HdGC: | | | | | | |

 Hardeman-------------| 0-6 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 6-13 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 13-24 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 24-48 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 48-80 | 5.0-10 | 7.4-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | | | | | | |

 Grandmore------------| 0-15 | 6.0-11 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 15-30 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 30-54 | 18-27 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 54-70 | 18-27 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 70-80 | 11-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

HdmB: | | | | | | |

 Hardeman-------------| 0-9 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 9-24 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 24-42 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 42-53 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 53-80 | 5.0-10 | 7.4-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | | | | | | |

HdmC: | | | | | | |

 Hardeman-------------| 0-9 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 9-27 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 27-34 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 34-59 | 5.0-10 | 7.4-8.4 | 1-10 | 0 | 0.0-2.0 | 0

 | 59-80 | 5.0-10 | 7.4-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | | | | | | |

IreA: | | | | | | |

 Irene----------------| 0-8 | 10-16 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 8-14 | 16-21 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 14-23 | 16-21 | 7.9-8.4 | 1-5 | 0 | 0 | 0

 | 23-49 | 16-21 | 7.9-8.4 | 1-15 | 0 | 0 | 0

 | 49-80 | 10-18 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |

IreB: | | | | | | |

 Irene----------------| 0-9 | 10-16 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 9-14 | 16-21 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 14-29 | 16-21 | 7.9-8.4 | 1-5 | 0 | 0 | 0

 | 29-44 | 16-21 | 7.9-8.4 | 1-15 | 0 | 0 | 0

 | 44-80 | 16-21 | 7.9-8.4 | 1-15 | 0 | 0 | 0

 | | | | | | |

IreC: | | | | | | |

 Irene----------------| 0-15 | 10-16 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 15-23 | 16-21 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 23-46 | 16-21 | 7.9-8.4 | 1-5 | 0 | 0 | 0

 | 46-59 | 16-21 | 7.9-8.4 | 1-15 | 0 | 0 | 0

 | 59-80 | 10-18 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |
Harper County, Oklahoma 557

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

IreD: | | | | | | |

 Irene----------------| 0-11 | 10-16 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 11-22 | 16-21 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 22-36 | 16-21 | 7.9-8.4 | 1-5 | 0 | 0 | 0

 | 36-51 | 16-21 | 7.9-8.4 | 1-15 | 0 | 0 | 0

 | 51-80 | 10-18 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |

JssF: | | | | | | |

 Jester---------------| 0-5 | 1.5-7.0 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 5-16 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 16-42 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 42-57 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 57-80 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | | | | | | |

JstC: | | | | | | |

 Jester---------------| 0-7 | 1.5-7.0 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 7-40 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 40-80 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | | | | | | |

KidB: | | | | | | |

 Kingsdown------------| 0-14 | 3.0-12 | 6.6-8.4 | 1-2 | --- | --- | ---

 | 14-23 | 3.0-11 | 7.4-8.4 | 1-5 | --- | --- | ---

 | 23-32 | 3.0-11 | 7.4-8.4 | 1-5 | --- | --- | ---

 | 32-43 | 3.0-11 | 7.4-8.4 | 1-5 | --- | --- | ---

 | 43-80 | 2.0-11 | 7.4-8.4 | 1-2 | --- | --- | ---

 | | | | | | |

KiHE: | | | | | | |

 Kingsdown------------| 0-10 | 3.0-12 | 6.6-8.4 | 1-2 | --- | --- | ---

 | 10-25 | 2.0-11 | 7.4-8.4 | 1-5 | --- | --- | ---

 | 25-38 | 2.0-11 | 7.4-8.4 | 1-5 | --- | --- | ---

 | 38-80 | 3.0-11 | 7.4-8.4 | 1-2 | --- | --- | ---

 | | | | | | |

 Hardeman-------------| 0-6 | 5.0-10 | 7.4-8.4 | 0-1 | 0 | 0.0-2.0 | 0

 | 6-16 | 5.0-10 | 7.4-8.4 | 2-8 | 0 | 0.0-2.0 | 0

 | 16-39 | 5.0-10 | 7.4-8.4 | 1-2 | 0 | 0.0-2.0 | 0

 | 39-80 | 5.0-10 | 7.4-8.4 | 0-1 | 0 | 0.0-2.0 | 0

 | | | | | | |

LgtA: | | | | | | |

 Lugert---------------| 0-11 | 6.0-11 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 11-36 | 6.0-11 | 7.4-8.4 | 0-1 | 0 | 0 | 0

 | 36-48 | 6.0-11 | 7.4-8.4 | 0-1 | 0 | 0.0-2.0 | 0

 | 48-69 | 6.0-11 | 7.4-8.4 | 0-1 | 0 | 0.0-2.0 | 0

 | 69-88 | 6.0-11 | 7.4-8.4 | 0-1 | 0 | 0.0-2.0 | 0

 | | | | | | |

LiJC: | | | | | | |

 Lincoln--------------| 0-11 | 7.0-12 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 11-19 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | 19-80 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | | | | | | |

 Jester---------------| 0-6 | 1.5-7.0 | 6.6-8.4 | 0-2 | 0 | 0 | 0

 | 6-19 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 19-30 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | 30-80 | 1.5-7.0 | 7.4-8.4 | 0-2 | 0 | 0 | 0

 | | | | | | |

LikB: | | | | | | |

 Likes----------------| 0-7 | 2.0-10 | 7.4-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 7-16 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 16-28 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 28-42 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 42-80 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | | | | | | |
558 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

LisA: | | | | | | |

 Lincoln--------------| 0-4 | 7.0-12 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 4-10 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | 10-80 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | | | | | | |

LncA: | | | | | | |

 Lincoln--------------| 0-8 | 16-18 | 7.4-8.4 | 0 | 0 | 0 | 0

 | 8-19 | 3.0-9.0 | 7.9-8.4 | 0 | 0 | 0 | 0

 | 19-28 | 3.0-9.0 | 7.9-8.4 | 0 | 0 | 0 | 0

 | 28-34 | 3.0-9.0 | 7.9-8.4 | 0 | 0 | 0 | 0

 | 34-80 | 3.0-9.0 | 7.9-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

LRoE: | | | | | | |

 Laverne--------------| 0-8 | 10-30 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 8-15 | 5.0-10 | 7.9-8.4 | 40-80 | 0 | 0.0-2.0 | 0

 | 15-25 | --- | --- | --- | --- | 0.0-2.0 | ---

 | | | | | | |

 Rock outcrop---------| 0-24 | --- | --- | --- | --- | --- | ---

 | | | | | | |

LshA: | | | | | | |

 Lesho----------------| 0-11 | 15-25 | 7.4-8.4 | 1-5 | 0 | 0.0-4.0 | 0-2

 | 11-17 | 10-25 | 7.4-8.4 | 1-5 | 0 | 0.0-4.0 | 0-2

 | 17-23 | 10-25 | 7.4-8.4 | 1-5 | 0 | 0.0-4.0 | 0-2

 | 23-34 | 10-25 | 7.4-8.4 | 1-5 | 0 | 0.0-4.0 | 0-2

 | 34-80 | 1.0-5.0 | 7.4-8.4 | 1-5 | 0 | 0.0-4.0 | 0-2

 | | | | | | |

LsoA: | | | | | | |

 Lincoln--------------| 0-7 | 7.0-12 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 7-20 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | 20-31 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | 31-48 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | 48-80 | 4.0-10 | 7.9-8.4 | 0-5 | 0 | 0 | 0

 | | | | | | |

M-W: | | | | | | |

 Water----------------| 0-80 | --- | --- | --- | --- | --- | ---

 | | | | | | |

MLBB: | | | | | | |

 Mobeetie-------------| 0-6 | 5.0-15 | 7.9-8.4 | 0-10 | 0 | 0 | 0

 | 6-11 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 11-21 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 21-34 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 34-80 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |

 Likes----------------| 0-5 | 2.0-10 | 7.4-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 5-11 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 11-80 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | | | | | | |

 Berda----------------| 0-8 | 5.0-10 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 8-15 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 15-28 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 28-34 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 34-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

MLBC: | | | | | | |

 Mobeetie-------------| 0-6 | 5.0-15 | 7.9-8.4 | 0-10 | 0 | 0 | 0

 | 6-19 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 19-25 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 25-36 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 36-80 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |
Harper County, Oklahoma 559

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

MLBC: | | | | | | |

 Likes----------------| 0-7 | 2.0-10 | 7.4-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 7-18 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 18-80 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | | | | | | |

 Berda----------------| 0-6 | 5.0-10 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 6-15 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 15-27 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 27-34 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 34-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

MLBE: | | | | | | |

 Mobeetie-------------| 0-5 | 5.0-15 | 7.9-8.4 | 0-10 | 0 | 0 | 0

 | 5-12 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 12-23 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 23-39 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | 39-80 | 5.0-15 | 7.9-8.4 | 5-15 | 0 | 0 | 0

 | | | | | | |

 Likes----------------| 0-6 | 2.0-10 | 7.4-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 6-11 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 11-27 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | 27-80 | 2.0-10 | 7.9-8.4 | 2-15 | 0 | 0.0-2.0 | 0

 | | | | | | |

 Berda----------------| 0-5 | 5.0-10 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 5-12 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 12-29 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 29-39 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 39-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

MnsB: | | | | | | |

 Mansic---------------| 0-14 | 15-25 | 7.4-8.4 | 5-10 | 0 | 0 | 0

 | 14-23 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 23-35 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 35-40 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 40-80 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | | | | | | |

MnsC: | | | | | | |

 Mansic---------------| 0-7 | 15-25 | 7.4-8.4 | 5-10 | 0 | 0 | 0

 | 7-21 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 21-36 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 36-80 | 10-25 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | | | | | | |

MsnB: | | | | | | |

 Manson---------------| 0-7 | 7.0-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 7-13 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 13-23 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 23-41 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 41-80 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | | | | | | |

MsnC: | | | | | | |

 Manson---------------| 0-11 | 7.0-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 11-19 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 19-35 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 35-66 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 66-80 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | | | | | | |
560 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

MsnC2: | | | | | | |

 Manson---------------| 0-12 | 7.0-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 12-30 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 30-44 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 44-55 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 55-80 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | | | | | | |

OMBE: | | | | | | |

 Oklark---------------| 0-10 | 16-18 | 7.4-8.4 | 5-10 | 0 | 0 | 0

 | 10-28 | 6.0-11 | 7.4-8.4 | 5-40 | 0 | 0 | 0

 | 28-41 | 4.0-11 | 7.9-8.4 | 15-40 | 0 | 0 | 0

 | 41-80 | 4.0-11 | 7.9-8.4 | 15-40 | 0 | 0 | 0

 | | | | | | |

 Mansic---------------| 0-12 | 16-21 | 7.4-8.4 | 5-10 | 0 | 0 | 0

 | 12-28 | 11-21 | 7.4-8.4 | 15-40 | 0 | 0 | 0

 | 28-56 | 11-21 | 7.4-8.4 | 15-40 | 0 | 0 | 0

 | 56-80 | 7.0-21 | 7.4-8.4 | 5-40 | 0 | 0 | 0

 | | | | | | |

 Berda----------------| 0-9 | 8.0-13 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 9-27 | 9.0-17 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 27-47 | 9.0-17 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | 47-80 | 9.0-17 | 7.4-8.4 | 15-25 | 0 | 0 | 0

 | | | | | | |

OMBG: | | | | | | |

 Oklark---------------| 0-10 | 4.0-11 | 7.4-8.4 | 5-10 | 0 | 0 | 0

 | 10-21 | 6.0-11 | 7.4-8.4 | 5-40 | 0 | 0 | 0

 | 21-80 | 4.0-11 | 7.9-8.4 | 15-40 | 0 | 0 | 0

 | | | | | | |

 Mansic---------------| 0-12 | 10-17 | 7.4-8.4 | 5-10 | 0 | 0 | 0

 | 12-21 | 11-21 | 7.4-8.4 | 15-40 | 0 | 0 | 0

 | 21-39 | 11-21 | 7.4-8.4 | 15-40 | 0 | 0 | 0

 | 39-80 | 7.0-21 | 7.4-8.4 | 5-40 | 0 | 0 | 0

 | | | | | | |

 Berda----------------| 0-7 | 8.0-15 | 7.9-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 7-22 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 22-47 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | 47-80 | 10-15 | 7.9-8.4 | 1-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

PdoA: | | | | | | |

 Paloduro-------------| 0-9 | 15-20 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 9-14 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 14-27 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 27-80 | 10-15 | 7.9-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

PdoB: | | | | | | |

 Paloduro-------------| 0-10 | 10-15 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 10-20 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 20-35 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 35-44 | 10-15 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 44-80 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | | | | | | |

PdoC2: | | | | | | |

 Paloduro-------------| 0-10 | 15-20 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 10-25 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 25-49 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 49-80 | 10-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | | | | | | |

PIT: | | | | | | |

 Pits-----------------| 0-60 | --- | --- | --- | --- | --- | ---

 | | | | | | |
Harper County, Oklahoma 561

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

PlmB: | | | | | | |

 Plemons--------------| 0-8 | 7.0-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 8-21 | 10-15 | 7.9-8.4 | 10-25 | 0 | 0.0-2.0 | 0

 | 21-46 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 46-80 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | | | | | | |

PlmC: | | | | | | |

 Plemons--------------| 0-8 | 7.0-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 8-18 | 10-15 | 7.9-8.4 | 10-25 | 0 | 0.0-2.0 | 0

 | 18-42 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 42-60 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 60-80 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | | | | | | |

PlmD: | | | | | | |

 Plemons--------------| 0-8 | 7.0-15 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 8-19 | 10-15 | 7.9-8.4 | 10-25 | 0 | 0.0-2.0 | 0

 | 19-37 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 37-60 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | 60-80 | 10-15 | 7.9-8.4 | 10-40 | 0 | 0.0-2.0 | 0

 | | | | | | |

QnWC3: | | | | | | |

 Quinlan--------------| 0-13 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 13-18 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Woodward-------------| 0-3 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 3-30 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 30-35 | --- | --- | --- | --- | --- | ---

 | | | | | | |

QnWD: | | | | | | |

 Quinlan--------------| 0-6 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 6-15 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 15-24 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Woodward-------------| 0-8 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 8-18 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 18-25 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 25-29 | --- | --- | --- | --- | --- | ---

 | | | | | | |

QnWE: | | | | | | |

 Quinlan--------------| 0-6 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 6-14 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 14-18 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 18-22 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Woodward-------------| 0-4 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 4-16 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 16-22 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 22-26 | --- | --- | --- | --- | --- | ---

 | | | | | | |

QRWG: | | | | | | |

 Quinlan--------------| 0-8 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 8-13 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 13-18 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Rock outcrop---------| 0-60 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Woodward-------------| 0-6 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 6-14 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 14-22 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 22-25 | --- | --- | --- | --- | --- | ---

 | | | | | | |
562 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

QRYG: | | | | | | |

 Quinlan--------------| 0-8 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 8-14 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 14-18 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Rock outcrop---------| 0-60 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Yomont---------------| 0-11 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 11-22 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 22-38 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 38-52 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 52-80 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

QWDE: | | | | | | |

 Quinlan--------------| 0-6 | 7.0-11 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 6-9 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 9-16 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 16-43 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Woodward-------------| 0-10 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 10-17 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 17-25 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 25-27 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Deepwood-------------| 0-12 | 7.0-11 | 6.6-8.4 | 0-5 | 0 | 0 | 0

 | 12-28 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 28-80 | 7.0-11 | 7.4-8.4 | 1-15 | 0 | 0 | 0

 | 80-92 | 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | 92-106| 7.0-11 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

QWRC: | | | | | | |

 Quinlan--------------| 0-6 | 7.0-11 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 6-14 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 14-18 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Woodward-------------| 0-6 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 6-18 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 18-28 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 28-38 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 38-42 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Rock outcrop---------| 0-60 | --- | --- | --- | --- | --- | ---

 | | | | | | |

RoCH: | | | | | | |

 Rock outcrop---------| 0-60 | --- | --- | --- | 40-90 | 8.0-16.0 | ---

 | | | | | | |

 Cottonwood-----------| 0-9 | 10-15 | 7.9-8.4 | 5-30 | 5-40 | 0 | 0

 | 9-13 | --- | --- | --- | --- | --- | ---

 | | | | | | |

RssA: | | | | | | |

 Rosston--------------| 0-13 | 50-60 | 7.4-8.4 | 0-3 | 0 | 0.0-2.0 | 0

 | 13-31 | 50-60 | 7.4-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 31-51 | 50-60 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 51-80 | 40-60 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | | | | | | |

SAL: | | | | | | |

 Salt flats-----------| 0-14 | 2.0-7.0 | 7.4-8.4 | 0-1 | 0-1 | 16.0-30.0 | 12-20

 | 14-40 | 2.0-23 | 7.9-8.4 | 0-5 | 0-5 | 16.0-30.0 | 12-20

 | 40-80 | 2.0-7.0 | 7.9-8.4 | 0-1 | 0-1 | 16.0-30.0 | 12-20

 | | | | | | |
Harper County, Oklahoma 563

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

SelA: | | | | | | |

 Selman---------------| 0-15 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 15-25 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 25-38 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 38-55 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 55-80 | 4.0-17 | 7.9-8.4 | 3-12 | 0-3 | 0 | 0

 | | | | | | |

SelB: | | | | | | |

 Selman---------------| 0-5 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 5-16 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 16-51 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 51-61 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 61-80 | 4.0-17 | 7.9-8.4 | 3-12 | 0 | 0 | 0

 | | | | | | |

SelC: | | | | | | |

 Selman---------------| 0-8 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 8-14 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 14-27 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 27-56 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 56-80 | 4.0-17 | 7.9-8.4 | 3-12 | 0 | 0 | 0

 | | | | | | |

SelC2: | | | | | | |

 Selman---------------| 0-6 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 6-18 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 18-31 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 31-54 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 54-80 | 4.0-17 | 7.9-8.4 | 3-12 | 0 | 0 | 0

 | | | | | | |

SelD: | | | | | | |

 Selman---------------| 0-9 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 9-16 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 16-61 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 61-80 | 4.0-17 | 7.9-8.4 | 3-12 | 0 | 0 | 0

 | | | | | | |

SelD2: | | | | | | |

 Selman---------------| 0-7 | 7.0-15 | 5.6-8.4 | 0-5 | 0 | 0 | 0

 | 7-24 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 24-43 | 12-21 | 7.9-8.4 | 3-14 | 0 | 0 | 0

 | 43-80 | 4.0-17 | 7.9-8.4 | 3-12 | 0 | 0 | 0

 | | | | | | |

SprA: | | | | | | |

 Spur-----------------| 0-12 | 10-20 | 7.9-8.4 | 0-2 | 0 | 0.0-2.0 | 0

 | 12-21 | 10-20 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 21-39 | 10-20 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 39-80 | 10-20 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

SpsA: | | | | | | |

 Spur-----------------| 0-18 | 10-20 | 7.9-8.4 | 0-2 | 0 | 4.0-8.0 | 0-2

 | 18-35 | 10-20 | 7.9-8.4 | 2-10 | 0 | 4.0-8.0 | 0-2

 | 35-57 | 10-20 | 7.9-8.4 | 2-10 | 0 | 4.0-8.0 | 0-2

 | 57-80 | 10-20 | 7.9-8.4 | 2-10 | 0 | 4.0-8.0 | 0-2

 | | | | | | |

StpA: | | | | | | |

 St. Paul-------------| 0-13 | 9.0-16 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 13-22 | 16-21 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 22-66 | 16-24 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 66-77 | 12-24 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | 77-88 | 9.0-21 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |
564 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

StpB: | | | | | | |

 St. Paul-------------| 0-13 | 9.0-16 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 13-20 | 16-21 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 20-31 | 16-24 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 31-45 | 12-24 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | 45-86 | 9.0-21 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

StpC: | | | | | | |

 St. Paul-------------| 0-11 | 9.0-16 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 11-20 | 11-21 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 20-33 | 16-21 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 33-51 | 16-24 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 51-80 | 12-24 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

StpD: | | | | | | |

 St. Paul-------------| 0-9 | 9.0-16 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 9-22 | 16-21 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 22-42 | 16-24 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 42-61 | 12-24 | 7.4-8.4 | 1-10 | 0 | 0 | 0

 | 61-80 | 9.0-21 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

TeWE: | | | | | | |

 Teagard--------------| 0-9 | 19-24 | 7.4-8.4 | 0-5 | 0 | 0 | 0

 | 9-18 | 24-48 | 7.9-8.4 | 2-10 | 0 | 0 | 0

 | 18-30 | 24-48 | 7.9-8.4 | 2-10 | 0 | 0 | 0

 | 30-38 | 24-48 | 7.9-8.4 | 2-10 | 0 | 0 | 0

 | 38-40 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Wellsford------------| 0-7 | 15-30 | 6.6-8.4 | 0-5 | 0 | 0.0-2.0 | 2-8

 | 7-16 | 15-40 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 2-8

 | 16-20 | --- | --- | 0 | --- | 0 | 0

 | | | | | | |

TexA: | | | | | | |

 Texroy---------------| 0-13 | 7.0-14 | 6.6-8.4 | 0-2 | 0 | 0.0-2.0 | 0

 | 13-24 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 24-37 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 37-63 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 63-80 | 10-20 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

TexB: | | | | | | |

 Texroy---------------| 0-11 | 7.0-14 | 6.6-8.4 | 0-2 | 0 | 0.0-2.0 | 0

 | 11-23 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 23-42 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 42-64 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 64-80 | 10-20 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

TexC: | | | | | | |

 Texroy---------------| 0-12 | 7.0-14 | 6.6-8.4 | 0-2 | 0 | 0.0-2.0 | 0

 | 12-20 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 20-35 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 35-51 | 11-18 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | 51-80 | 10-20 | 7.4-8.4 | 0-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

TipA: | | | | | | |

 Tipton---------------| 0-10 | 9.0-12 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 10-21 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 21-45 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 45-62 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 62-80 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | | | | | | |
Harper County, Oklahoma 565

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

TipB: | | | | | | |

 Tipton---------------| 0-8 | 9.0-12 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 8-26 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 26-38 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 38-55 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 55-80 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

TipC: | | | | | | |

 Tipton---------------| 0-23 | 9.0-12 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 23-35 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 35-49 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 49-72 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 72-80 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

TipD: | | | | | | |

 Tipton---------------| 0-17 | 9.0-12 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 17-22 | 9.0-12 | 6.6-7.8 | 0 | 0 | 0 | 0

 | 22-50 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 50-70 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | 70-80 | 12-19 | 6.6-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

TRQC: | | | | | | |

 Talpa----------------| 0-12 | 5.0-20 | 7.9-8.4 | 10-40 | 0 | 0 | 0

 | 12-14 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Rock outcrop---------| 0-14 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Quinlan--------------| 0-8 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 8-14 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 14-20 | --- | --- | --- | --- | --- | ---

 | | | | | | |

TvlC: | | | | | | |

 Tivoli---------------| 0-7 | 3.0-6.0 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 7-80 | 1.0-6.0 | 6.1-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

TvlE: | | | | | | |

 Tivoli---------------| 0-13 | 3.0-6.0 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 13-20 | 1.0-6.0 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 20-80 | 1.0-6.0 | 6.1-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

TvlG: | | | | | | |

 Tivoli---------------| 0-8 | 3.0-6.0 | 6.1-7.8 | 0 | 0 | 0 | 0

 | 8-18 | 1.0-6.0 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 18-40 | 1.0-6.0 | 6.1-8.4 | 0 | 0 | 0 | 0

 | 40-80 | 1.0-6.0 | 6.1-8.4 | 0 | 0 | 0 | 0

 | | | | | | |

VerB: | | | | | | |

 Vernon---------------| 0-5 | 15-25 | 7.9-8.4 | 0-15 | 0 | 0.0-2.0 | 0-2

 | 5-11 | 20-35 | 7.9-8.4 | 5-35 | 0-2 | 0.0-2.0 | 2-15

 | 11-22 | 20-35 | 7.9-8.4 | 5-35 | 0-2 | 0.0-2.0 | 2-15

 | 22-34 | 20-35 | 7.9-8.4 | 5-35 | 0-2 | 0.0-2.0 | 2-15

 | 34-39 | --- | --- | --- | --- | --- | ---

 | | | | | | |

VerC: | | | | | | |

 Vernon---------------| 0-6 | 15-25 | 7.9-8.4 | 0-15 | 0 | 0.0-2.0 | 0-2

 | 6-35 | 20-35 | 7.9-8.4 | 5-35 | 0-2 | 0.0-2.0 | 2-15

 | 35-39 | --- | --- | --- | --- | --- | ---

 | | | | | | |
566 Soil Survey

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

VerD: | | | | | | |

 Vernon---------------| 0-5 | 15-25 | 7.9-8.4 | 0-15 | 0 | 0.0-2.0 | 0-2

 | 5-13 | 20-35 | 7.9-8.4 | 5-35 | 0-2 | 0.0-2.0 | 2-15

 | 13-26 | 20-35 | 7.9-8.4 | 5-35 | 0-2 | 0.0-2.0 | 2-15

 | 26-39 | --- | --- | --- | --- | --- | ---

 | | | | | | |

VrrB: | | | | | | |

 Vernon---------------| 0-4 | 2.0-10 | 7.4-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 4-10 | 10-20 | 7.4-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 10-31 | 20-30 | 7.9-8.4 | 1-20 | 0-2 | 0.0-2.0 | 0

 | 31-39 | 20-30 | 7.9-8.4 | 1-20 | 0-2 | 0.0-2.0 | 0

 | 39-47 | --- | --- | --- | --- | --- | ---

 | | | | | | |

VrrC: | | | | | | |

 Vernon---------------| 0-16 | 2.0-10 | 7.4-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 16-22 | 10-20 | 7.4-8.4 | 1-5 | 0 | 0.0-2.0 | 0

 | 22-31 | 20-30 | 7.9-8.4 | 1-20 | 0-2 | 0.0-2.0 | 0

 | 31-37 | 20-30 | 7.9-8.4 | 1-20 | 0-2 | 0.0-2.0 | 0

 | 37-41 | --- | --- | --- | --- | --- | ---

 | | | | | | |

W: | | | | | | |

 Water----------------| 0-80 | --- | --- | --- | --- | --- | ---

 | | | | | | |

WodA: | | | | | | |

 Woods----------------| 0-16 | 11-24 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 16-26 | 21-36 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 26-42 | 17-36 | 7.9-8.4 | 15-40 | 0 | 0.0-2.0 | 0

 | 42-62 | 17-36 | 7.9-8.4 | 15-40 | 0 | 0.0-2.0 | 0

 | 62-80 | 11-36 | 7.9-8.4 | 5-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

WodB: | | | | | | |

 Woods----------------| 0-11 | 11-24 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 11-26 | 21-36 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 26-41 | 17-36 | 7.9-8.4 | 15-40 | 0 | 0.0-2.0 | 0

 | 41-60 | 17-36 | 7.9-8.4 | 15-40 | 0 | 0.0-2.0 | 0

 | 60-80 | 11-36 | 7.9-8.4 | 5-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

WodC: | | | | | | |

 Woods----------------| 0-10 | 11-24 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 10-13 | 11-24 | 7.9-8.4 | 0-5 | 0 | 0.0-2.0 | 0

 | 13-51 | 21-36 | 7.9-8.4 | 5-15 | 0 | 0.0-2.0 | 0

 | 51-69 | 17-36 | 7.9-8.4 | 15-40 | 0 | 0.0-2.0 | 0

 | 69-80 | 11-36 | 7.9-8.4 | 5-20 | 0 | 0.0-2.0 | 0

 | | | | | | |

WQHE: | | | | | | |

 Westola--------------| 0-11 | 7.0-11 | 7.4-8.4 | 1-5 | 0 | 0 | 0

 | 11-18 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 18-28 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 28-34 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 34-80 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

 Quinlan--------------| 0-8 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 8-15 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 15-18 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Hardeman-------------| 0-9 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 9-18 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 18-35 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 35-47 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | 47-80 | 5.0-10 | 7.4-8.4 | 0 | 0 | 0.0-2.0 | 0

 | | | | | | |
Harper County, Oklahoma 567

Table 21.--Chemical Properties of the Soils--Continued

_____________________________________________________________________________________________

 | | | | | | |

 Map symbol | Depth | Cation | Soil |Calcium| Gypsum | Salinity | Sodium

 and soil name | |exchange |reaction |carbon-| | | adsorp-

 | |capacity | | ate | | | tion

 | | | | | | | ratio

______________________|_______|_________|_________|_______|________|_______________|__________

 | In |meq/100 g| pH | Pct | Pct | mmhos/cm |

 | | | | | | |

WQnB: | | | | | | |

 Woodward-------------| 0-8 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 8-19 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 19-25 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 25-30 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Quinlan--------------| 0-6 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 6-18 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 18-22 | --- | --- | --- | --- | --- | ---

 | | | | | | |

WQnC: | | | | | | |

 Woodward-------------| 0-7 | 7.0-11 | 6.6-8.4 | 0-10 | 0 | 0 | 0

 | 7-30 | 7.0-11 | 7.4-8.4 | 2-15 | 0 | 0 | 0

 | 30-35 | --- | --- | --- | --- | --- | ---

 | | | | | | |

 Quinlan--------------| 0-8 | 10-17 | 7.4-8.4 | 0-10 | 0 | 0 | 0

 | 8-13 | 7.0-18 | 7.4-8.4 | 0-15 | 0-2 | 0 | 0

 | 13-18 | --- | --- | --- | --- | --- | ---

 | | | | | | |

WslA: | | | | | | |

 Westola--------------| 0-8 | 7.0-11 | 7.4-8.4 | 1-5 | 0 | 0 | 0

 | 8-16 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 16-27 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 27-33 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 33-80 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

WstA: | | | | | | |

 Westola--------------| 0-10 | 7.0-11 | 7.4-8.4 | 1-5 | 0 | 0 | 0

 | 10-25 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 25-43 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 43-90 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | 90-99 | 4.0-11 | 7.9-8.4 | 1-10 | 0 | 0 | 0

 | | | | | | |

YmrA: | | | | | | |

 Yomont---------------| 0-12 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 12-24 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 24-31 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 31-39 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 39-80 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

YmtA: | | | | | | |

 Yomont---------------| 0-7 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 7-16 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 16-21 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 21-60 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | 60-80 | 5.0-10 | 7.9-8.4 | 2-10 | 0 | 0.0-2.0 | 0

 | | | | | | |

______________________|_______|_________|_________|_______|________|_______________|__________
568 Soil Survey

Chemical Analyses of Selected Soils

The results of chemical analysis of several pedons are given in table 22, “Chemical

Analyses of Selected Soils.” The data are for soils sampled at carefully selected sites.

The pedons are typical of the series in this survey. The Soil Survey Laboratory,

Lincoln, Nebraska, analyzed the soil samples.

Most determinations were made on soil material smaller than 2 millimeters in

diameter. Measurements reported as percent or quantity of unit weight were

calculated on an ovendry basis. The methods used in obtaining the data are indicated

in the list that follows. The codes in parentheses refer to published methods (USDA–

NRCS, 1996).

Organic carbon—wet combustion. Walkley-Black modified acid-dichromate, ferric

sulfate titration (6A1c).

Extractable cations—ammonium acetate pH 7.0, atomic absorption; calcium

(6N2e), magnesium (6O2d), sodium (6P2b), potassium (6Q2b).

Extractable acidity—barium chloride-triethanolamine IV (6H5a).

Cation-exchange capacity—ammonium acetate, pH 7.0, steam distillation (5A8b).

Cation-exchange capacity—sum of cations (5A3a).

Base saturation—sum of cations, TEA, pH 8.2 (5C3).

Base saturation—ammonium acetate, pH 7.0 (5C1).

Reaction (pH)—calcium chloride (8C1f).

Reaction (pH)—1:1 water dilution (8C1f).
Table 22.--Chemical Analyses of Selected Soils [Absence of an entry indicates that data were not estimated] _________________________________________________________________________________________________

 | | | | Extractable bases | | Cation-exchange |Base satur Soil name |Hori- |Depth|Organic| (Ammonium acetate) |Extract-| capacity |  _______________________ _________________ __________ and sample | zon | |carbon | | | | |able |Sum of |Ammonium |Sum of |Am

 number* | | | | Ca | Mg |Na | K |acidity |cations| acetate |cations| a | | | | | | | | | | | | _________________________________________________________________________________________________ | | In | |------Milliequivalents per 100 grams of soil------| Pct | 

 | | | | | | | | | | | | Abbie: | Ap1 | 0-6 | 0.96 | 14.4 | 2.2 |TR | 2.3 | 2.9 | 21.8 | 17.2 | 87 |  S93OK-059-007| Ap2 | 6-12| 0.85 | 13.2 | 2.5 |0.1| 1.3 | 5.1 | 22.2 | 19.1 | 77 |  | Bt1 |12-17| 0.78 | 17.5 | 3.3 |0.1| 0.8 | 3.4 | 25.1 | 21.7 | 86 |  | Bt2 |17-24| 0.48 | 15.4 | 2.7 |0.1| 0.5 | 2.6 | 21.3 | 18.4 | 88 |  | Btk1 |24-33| 0.30 | --- | 2.4 |TR | 0.5 | --- | --- | 14.6 | 100 |  | Btk2 |33-44| 0.22 | --- | 3.2 |TR | 0.4 | --- | --- | 16.4 | 100 |  | Akb |44-49| 0.69 | --- | 3.9 |0.1| 0.4 | --- | --- | 15.2 | 100 |  | Btkb1|49-63| 0.25 | --- | 5.2 |0.2| 0.6 | --- | --- | 18.1 | 100 |  | Btkb2|63-72| 0.17 | --- | 7.0 |0.7| 0.8 | --- | --- | 16.0 | 100 |  | Btkb3|72-80| 0.09 | --- | 6.4 |0.8| 0.7 | --- | --- | 9.5 | 100 |  | Btkb4|80-90| 0.07 | --- | 3.2 |0.5| 0.4 | --- | --- | 10.8 | 100 |  | | | | | | | | | | | | Deepwood: | A1 | 0-4 | 1.16 | 14.5 | 2.2 |TR | 0.5 | --- | 17.2 | 10.3 | 100 |  S94OK-059-011| A2 | 4-12| 0.80 | 14.7 | 2.3 |---| 0.3 | --- | 17.3 | 9.5 | 100 |  | Bk1 |12-23| 0.59 | --- | 2.3 |TR | 0.3 | --- | --- | 9.1 | 100 |  | Bk2 |23-28| 0.37 | --- | 2.7 |TR | 0.2 | --- | --- | 6.7 | 100 |  | Bk3 |28-39| 0.32 | --- | 3.2 |TR | 0.2 | --- | --- | 7.1 | 100 |  | Bk4 |39-56| 0.16 | --- | 3.9 |TR | 0.2 | --- | --- | 6.8 | 100 |  | Bk4 |56-67| 0.15 | --- | 4.8 |TR | 0.2 | --- | --- | 7.0 | 100 |  | Bk4 |67-79| 0.10 | --- | 5.9 |TR | 0.2 | --- | --- | 7.3 | 100 |  | BCk |79-92| 0.11 | --- | 6.6 |0.1| 0.2 | --- | --- | 6.8 | 100 |  | Ck |92-99| 0.07 | --- | 6.4 |0.1| 0.2 | --- | --- | 6.0 | 100 |  | | | | | | | | | | | | Devol: | A | 0-6 | 0.50 | 3.6 | 0.8 |0.1| 0.3 | 0.5 | 5.3 | 4.1 | 91 |  S94OK-059-010| Btd | 6-10| 0.35 | 6.5 | 1.0 |0.1| 0.3 | --- | 7.9 | 7.2 | 100 |  | Bt2 |10-23| 0.11 | 5.9 | 0.8 |0.1| 0.2 | --- | 7.0 | 6.1 | 100 |  | Bw |23-38| 0.08 | 5.9 | 0.5 |0.1| 0.2 | --- | 6.7 | 5.9 | 100 |  | 2Bk |38-49| 0.07 | 10.1 | 0.4 |0.1| 0.2 | --- | 10.8 | 5.4 | 100 |  | 2Bw1 |49-60| 0.08 | 11.7 | 0.7 |0.1| 0.2 | --- | 12.7 | 6.5 | 100 |  | 2Bw2 |60-69| 0.08 | --- | 0.9 |0.1| 0.2 | --- | --- | 6.4 | 100 |  | 2Btk |69-76| 0.10 | 14.0 | 1.0 |0.1| 0.2 | --- | 15.3 | 7.3 | 100 |  | 2C1 |76-91| 0.07 | 13.5 | 1.0 |0.2| 0.2 | --- | 14.9 | 6.0 | 100 |  | 2C2 |91-98| 0.09 | 10.9 | 1.5 |TR | 0.3 | --- | 12.7 | 7.4 | 100 |  | | | | | | | | | | | |  * See footnote at end of table.
Table 22.--Chemical Analyses of Selected Soils--Continued _________________________________________________________________________________________________

 | | | | Extractable bases | | Cation-exchange |Base satur Soil name |Hori- |Depth|Organic| (Ammonium acetate) |Extract-| capacity |  _______________________ _________________ __________ and sample | zon | |carbon | | | | |able |Sum of |Ammonium |Sum of |Am

 number* | | | | Ca | Mg |Na | K |acidity |cations| acetate |cations| a | | | | | | | | | | | | _________________________________________________________________________________________________ | | In | |------Milliequivalents per 100 grams of soil------| Pct | 

 | | | | | | | | | | | | Eda: | A | 0-4 | 0.93 | 4.2 | 0.9 |0.1| 0.4 | --- | 5.6 | 5.3 | 100 |  S94OK-059-014| Bt1 | 4-10| 0.34 | 4.5 | 1.1 |0.1| 0.3 | --- | 6.0 | 5.7 | 100 |  | Bt2 |10-18| 0.18 | 4.8 | 1.2 |0.1| 0.2 | --- | 6.3 | 6.2 | 100 |  | BC |18-28| 0.09 | 4.6 | 1.1 |0.1| 0.2 | 0.1 | 6.1 | 5.7 | 98 |  | C |28-45| 0.04 | 4.5 | 0.8 |0.1| 0.2 | --- | 5.6 | 5.3 | 100 |  | 2C1 |45-52| 0.04 | 4.1 | 0.6 |TR | 0.2 | --- | 4.9 | 4.6 | 100 |  | 2C2 |52-59| 0.03 | 4.5 | 0.6 |0.1| 0.2 | --- | 5.4 | 4.7 | 100 |  | 2C3 |59-69| 0.03 | 4.8 | 0.6 |0.1| 0.1 | 0.6 | 6.2 | 5.0 | 90 |  | 2C4 |69-85| 0.03 | 5.6 | 0.5 |0.1| 0.1 | 0.1 | 6.4 | 5.6 | 98 |  | 2C5 |85-99| 0.06 | --- | 1.2 |0.2| 0.2 | --- | --- | 7.9 | 100 |  | | | | | | | | | | | | Jester: | A | 0-5 | 0.53 | 3.7 | 0.7 |0.1| 0.2 | 0.7 | 5.4 | 3.7 | 87 |  S93OK-059-001| AC | 5-17| 0.20 | 6.0 | 0.5 |TR | 0.2 | 0.6 | 7.3 | 2.7 | 92 |  | C1 |17-42| 0.11 | --- | 0.4 |TR | 0.1 | --- | --- | 1.6 | 100 |  | 2C2 |42-57| --- | --- | 0.5 |TR | TR | --- | --- | 1.5 | 100 |  | 2C3 |57-79| --- | --- | 0.4 |0.1| 0.2 | --- | --- | 1.4 | 100 |  | | | | | | | | | | | | Lincoln: | A | 0-7 | 0.24 | --- | 0.8 |---| TR | --- | --- | 3.4 | 100 |  S93OK-059-008| AC | 7-19| 0.08 | --- | 0.7 |---| 0.1 | --- | --- | 2.2 | 100 |  | C1 |19-30| 0.06 | --- | 0.5 |---| TR | --- | --- | 1.9 | 100 |  | C2 |30-47| 0.05 | --- | 0.6 |TR | TR | --- | --- | 1.7 | 100 |  | C3 |47-56| --- | --- | 0.7 |TR | TR | --- | --- | 1.3 | 100 |  | C4 |56-71| --- | --- | 0.7 |0.1| --- | --- | --- | 1.1 | 100 |  | | | | | | | | | | | | Lugert: | A1 | 0-4 | 1.62 | --- | 4.6 |0.2| 1.4 | --- | --- | 15.1 | 100 |  S94OK-059-016| A2 | 4-11| 1.10 | --- | 3.5 |0.1| 1.0 | --- | --- | 14.5 | 100 |  | Bw |11-18| 0.71 | --- | 4.6 |---| 0.8 | --- | --- | ---- | 100 |  | Bk1 |18-26| 0.54 | --- | 6.1 |---| 0.5 | --- | --- | 10.8 | 100 |  | Bk2 |26-36| 0.41 | --- | 11.9 |0.7| 0.5 | --- | --- | 10.5 | 100 |  | Ckz |36-48| 0.36 | --- | 21.8 |2.4| 0.5 | --- | --- | 11.3 | 100 |  | Azb1 |48-55| 0.50 | --- | 24.5 |2.9| 0.6 | --- | --- | 14.8 | 100 |  | Azb2 |55-69| 0.60 | --- | 23.6 |2.3| 0.6 | --- | --- | 16.6 | 100 |  | Cz1 |69-78| 0.39 | --- | 19.2 |1.5| 0.5 | --- | --- | 14.4 | 100 |  | Cz2 |78-88| 0.18 | --- | 12.9 |0.7| 0.3 | --- | --- | 10.6 | 100 |  | | | | | | | | | | | | Quinlan: | A | 0-6 | 1.51 | --- | 1.5 |---| 0.4 | --- | --- | 8.5 | 100 |  S94OK-059-012| Bk1 | 6-9 | 0.86 | --- | 1.4 |0.1| 0.2 | --- | --- | 7.1 | 100 |  | Bk2 | 9-16| 0.38 | --- | 1.7 |0.1| 0.2 | --- | --- | 6.4 | 100 |  | Cr1 |16-22| 0.16 | --- | 2.3 |0.1| 0.1 | --- | --- | 5.1 | 100 |  | Cr2 |22-33| 0.09 | --- | 3.1 |0.2| 0.2 | --- | --- | 5.2 | 100 |  | Cr3 |33-43| 0.07 | --- | 5.4 |0.1| 0.1 | --- | --- | 4.3 | 100 |  | | | | | | | | | | | |  * See footnote at end of table.
Table 22.--Chemical Analyses of Selected Soils--Continued _________________________________________________________________________________________________

 | | | | Extractable bases | | Cation-exchange |Base satur Soil name |Hori- |Depth|Organic| (Ammonium acetate) |Extract-| capacity |  _______________________ _________________ __________ and sample | zon | |carbon | | | | |able |Sum of |Ammonium |Sum of |Am

 number* | | | | Ca | Mg |Na | K |acidity |cations| acetate |cations| a | | | | | | | | | | | | _________________________________________________________________________________________________ | | In | |------Milliequivalents per 100 grams of soil------| Pct | 

 | | | | | | | | | | | | St. Paul: | Ap | 0-7 | 0.89 | 7.8 | 4.5 |---| 0.9 | 3.0 | 16.2 | 13.8 | 81 |  S93OK-059-005| A | 7-13| 0.97 | 13.0 | 6.2 |---| 0.6 | 3.5 | 23.3 | 19.1 | 85 |  | Bt |13-22| 0.89 | 14.8 | 7.2 |TR | 0.6 | 1.9 | 24.5 | 21.1 | 92 |  | Btk1 |22-36| 0.50 | --- | 11.3 |0.1| 0.5 | --- | --- | 22.0 | 100 |  | Btk2 |36-52| 0.23 | --- | 11.3 |0.2| 0.3 | --- | --- | 15.2 | 100 |  | Btk3 |52-65| 0.12 | --- | 11.8 |0.4| 0.2 | --- | --- | 11.4 | 100 |  | Abt |65-76| 0.14 | --- | 18.3 |0.8| 0.6 | --- | --- | 16.7 | 100 |  | Cb |76-86| 0.11 | --- | 18.9 |0.9| 0.6 | --- | --- | 16.9 | 100 |  | | | | | | | | | | | | Westola: | A1 | 0-5 | 2.58 | --- | 3.7 |0.1| 1.3 | --- | --- | 13.7 | 100 |  S94OK-059-015| A2 | 5-10| 0.72 | --- | 2.3 |0.2| 0.9 | --- | --- | 8.2 | 100 |  | BC1 |10-19| 0.34 | --- | 2.0 |0.1| 0.2 | --- | --- | 5.5 | 100 |  | BC2 |19-25| 0.26 | --- | 2.1 |0.1| 0.2 | --- | --- | 5.1 | 100 |  | BCk |25-42| 0.19 | --- | 2.6 |0.1| 0.2 | --- | --- | 5.4 | 100 |  | C1 |42-53| 0.05 | --- | 1.6 |0.1| 0.1 | --- | --- | 2.9 | 100 |  | C2 |53-55| 0.31 | --- | 5.1 |0.2| 0.4 | --- | --- | 13.2 | 100 |  | C3 |55-66| 0.07 | --- | 3.0 |0.2| 0.1 | --- | --- | 5.5 | 100 |  | C4 |66-73| 0.09 | --- | 5.3 |0.2| 0.2 | --- | --- | 7.5 | 100 |  | C5 |73-90| 0.15 | --- | 8.4 |0.2| 0.3 | --- | --- | 13.1 | 100 |  | C6 |90-99| --- | --- | 1.6 |0.3| TR | --- | --- | 1.2 | 100 |  | | | | | | | | | | | | Yomont: | A | 0-7 | 2.17 | --- | 3.9 |TR | 1.1 | --- | --- | 11.3 | 100 |  S93OK-059-002| AC | 7-16| 0.84 | --- | 2.8 |TR | 4.7 | --- | --- | 11.4 | 100 |  | Ck1 |16-29| 0.58 | --- | 3.8 |0.1| 0.4 | --- | --- | 11.4 | 100 |  | Ck2 |29-48| 0.58 | --- | 5.0 |0.1| 0.5 | --- | --- | 13.2 | 100 |  | Ck3 |48-60| 0.26 | --- | 4.3 |0.1| 0.2 | --- | --- | 7.7 | 100 |  | 2C1 |60-73| 0.03 | --- | 1.3 |0.1| 0.1 | --- | --- | 2.6 | 100 |  | 2C2 |73-80| 0.02 | --- | 0.7 |0.1| 0.1 | --- | --- | 0.8 | 100 |  | | | | | | | | | | | | _________________________________________________________________________________________________ *Pedons are located as follows: Abbie (S93OK-059-007), about 1,700 feet south and 1,800 feet west of the northeast corner of R. 26 W. This pedon is the typical pedon for map unit AbbB in the survey area. Deepwood (S94OK-059-011), about 650 feet south and 500 feet east of the northwest corner of N., R. 23 W. This pedon is slightly more alkaline in the subsoil than is definitive for the serieprovides supporting data for the series and map unit QWDE in the survey area. Devol (S94OK-059-010), about 1,800 feet north and 500 feet east of the southwest corner of sR. 25 W. This pedon is the typical pedon for map unit DvlC in the survey area. Eda (S94OK-059-014), about 4,200 feet south and 2,200 feet west of the northeast corner of sR. 22 W. This pedon is the typical pedon for map unit EdlE in the survey area. Jester (S93OK-059-001), about 2,000 feet west and 1,900 feet north of the southeast corner oN., R. 22 W. This pedon is the typical pedon for map unit JssF in the survey area. Lincoln (S93OK-059-008), about 2,500 feet east and 2,600 feet north of the southwest corner N., R. 24 W. This pedon is slightly more alkaline in the subsoil than is definitive for the serieprovides supporting data for the series and map unit LsoA in the survey area.
 Lugert (S94OK-059-016), about 200 feet west and 50 feet south of the northeast corner of sR. 23 W. This pedon is the typical pedon for map unit LgtA in the survey area. Quinlan (S94OK-059-012), about 1,700 feet south and 1,700 feet east of the northwest corneN., R. 21 W. This pedon is slightly more alkaline in the subsoil than is definitive for the serprovides supporting data for the series and map unit QWDE in the survey area. St. Paul (S93OK-059-005), about 900 feet west and 1,600 feet south of the northeast corner N., R. 22 W. This pedon is the typical pedon for map unit StpB in the survey area. Westola (S94OK-059-015), about 2,600 feet north and 1,600 feet west of the southeast corneN., R. 21 W. This pedon is the typical pedon for map unit WstA in the survey area. Yomont (S93OK-059-002), about 2,000 feet east and 1,600 feet south of the northwest corner N., R. 21 W. This pedon is the typical pedon for map unit YmtA in the survey area.
Harper County, Oklahoma 573

Water Features

Table 23, “Water Features,” 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

long-duration 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 a dual hydrologic group (A/D, B/D, or C/D), the first letter is

for drained areas and the second is for undrained areas.

The months in the table indicate the portion of the year in which the feature is most

likely to be a concern.

Water table refers to a saturated zone in the soil. The table indicates, by month,

depth to the top (upper limit) and base (lower limit) of the saturated zone in most

years. Estimates of the upper and lower limits are based mainly on observations of

the water table at selected sites and on evidence of a saturated zone, namely grayish

colors or mottles (redoximorphic features) in the soil. A saturated zone that lasts for

less than a month is not considered a water table.

Ponding is standing water in a closed depression. Unless a drainage system is

installed, the water is removed only by percolation, transpiration, or evaporation. The

table indicates surface water depth and the duration and frequency of ponding.

Duration is expressed as very brief if less than 2 days, brief if 2 to 7 days, long if 7 to

30 days, and very long if more than 30 days. Frequency is expressed as none, rare,

occasional, and frequent. None means that ponding is not probable; rare that it is

unlikely but possible under unusual weather conditions (the chance of ponding is

nearly 0 percent to 5 percent in any year); occasional that it occurs, on the average,

once or less in 2 years (the chance of ponding is 5 to 50 percent in any year); and

frequent that it occurs, on the average, more than once in 2 years (the chance of

ponding is more than 50 percent in any year).

Flooding is the temporary inundation of an area caused by overflowing streams, by

runoff from adjacent slopes, or by tides. Water standing for short periods after rainfall

or snowmelt is not considered flooding, and water standing in swamps and marshes

is considered ponding rather than flooding.

Duration and frequency are estimated. Duration is expressed as extremely brief if

0.1 hour to 4 hours, very brief if 4 hours to 2 days, brief if 2 to 7 days, long if 7 to 30

days, and very long if more than 30 days. Frequency is expressed as none, very rare,

rare, occasional, frequent, and very frequent. None means that flooding is not
574 Soil Survey

probable; very rare that it is very unlikely but possible under extremely unusual

weather conditions (the chance of flooding is less than 1 percent in any year); rare

that it is unlikely but possible under unusual weather conditions (the chance of

flooding is 1 to 5 percent in any year); occasional that it occurs infrequently under

normal weather conditions (the chance of flooding is 5 to 50 percent in any year);

frequent that it is likely to occur often under normal weather conditions (the chance of

flooding is more than 50 percent in any year but is less than 50 percent in all months

in any year); and very frequent that it is likely to occur very often under normal

weather conditions (the chance of flooding is more than 50 percent in all months of

any year).

The information is based on evidence in the soil profile, namely thin strata of

gravel, sand, silt, or clay deposited by floodwater; irregular decrease in organic matter

content with increasing depth; and little or no horizon development.

Also considered are local information about the extent and levels of flooding and

the relation of each soil on the landscape to historic floods. Information on the extent

of flooding based on soil data is less specific than that provided by detailed

engineering surveys that delineate flood-prone areas at specific flood frequency

levels.
Harper County, Oklahoma 575

Table 23.--Water Features

[Depths of layers are in feet. See text for definitions of terms used in this table. Estimates of

 the frequency of ponding and flooding apply to the whole year rather than to individual

 months. Absence of an entry indicates that the feature is not a concern or that data were not

 estimated]

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

AbbA: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AbbB: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AbbB2: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AbbC: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AbbC2: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AbsB: | | | | | | | | |

 Abilene------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AclA: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AflB: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

AflC: | | | | | | | | |

 Abbie--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

BdaC: | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

BdaD: | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

CRVE: | | | | | | | | |

 Cottonwood---| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Vinson-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DAM: | | | | | | | | |

 Dam----------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DevE: | | | | | | | | |

 Devol--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DpwB: | | | | | | | | |

 Deepwood-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DpwC: | | | | | | | | |

 Deepwood-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
576 Soil Survey

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

DpwD: | | | | | | | | |

 Deepwood-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DpwE: | | | | | | | | |

 Deepwood-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DvlB: | | | | | | | | |

 Devol--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DvlC: | | | | | | | | |

 Devol--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

DvlD: | | | | | | | | |

 Devol--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

EdlC: | | | | | | | | |

 Eda----------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

EdlE: | | | | | | | | |

 Eda----------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FayB: | | | | | | | | |

 Farry--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FayC: | | | | | | | | |

 Farry--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FoFE: | | | | | | | | |

 Fortyone-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Farry--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FrkA: | | | | | | | | |

 Frankirk-----| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FrkB: | | | | | | | | |

 Frankirk-----| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FtnB: | | | | | | | | |

 Fortyone-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FtnC: | | | | | | | | |

 Fortyone-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

FtnD: | | | | | | | | |

 Fortyone-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

GcsA: | | | | | | | | |

 Gracemore----| C |January |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | |February |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | |March |0.5-2.1| >6.0 | --- | --- | None |Very brief| Rare

 | |April |0.5-2.1| >6.0 | --- | --- | None |Very brief| Rare

 | |May |0.5-2.1| >6.0 | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |November |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | |December |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |
Harper County, Oklahoma 577

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

GdfB: | | | | | | | | |

 Grandfield---| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

GdfC: | | | | | | | | |

 Grandfield---| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

GDGE: | | | | | | | | |

 Grandfield---| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Devol--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Grandmore----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

GdmB: | | | | | | | | |

 Grandmore----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

GfsA: | | | | | | | | |

 Gracemore----| C |January |0.5-2.5| >6.0 | --- | --- | None | --- | None

 | |February |0.5-2.5| >6.0 | --- | --- | None | --- | None

 | |March |0.5-2.5| >6.0 | --- | --- | None |Very brief| Occasional

 | |April |0.5-2.5| >6.0 | --- | --- | None |Very brief| Occasional

 | |May |0.5-2.5| >6.0 | --- | --- | None |Very brief| Occasional

 | |June | --- | --- | --- | --- | None |Very brief| Occasional

 | |July | --- | --- | --- | --- | None |Very brief| Occasional

 | |August | --- | --- | --- | --- | None |Very brief| Occasional

 | |November |0.5-2.5| >6.0 | --- | --- | None | --- | None

 | |December |0.5-2.5| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

GmrA: | | | | | | | | |

 Gracemont----| C |January |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | |February |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | |March |0.5-1.5| >6.0 | --- | --- | None | Brief | Rare

 | |April |0.5-1.5| >6.0 | --- | --- | None | Brief | Rare

 | |May |0.5-1.5| >6.0 | --- | --- | None | Brief | Rare

 | |June | --- | --- | --- | --- | None | Brief | Rare

 | |July | --- | --- | --- | --- | None | Brief | Rare

 | |August | --- | --- | --- | --- | None | Brief | Rare

 | |November |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | |December |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

GmsA: | | | | | | | | |

 Gracemont----| C |January |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | |February |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | |March |0.5-1.5| >6.0 | --- | --- | None | Brief | Rare

 | |April |0.5-1.5| >6.0 | --- | --- | None | Brief | Rare

 | |May |0.5-1.5| >6.0 | --- | --- | None | Brief | Rare

 | |June | --- | --- | --- | --- | None | Brief | Rare

 | |July | --- | --- | --- | --- | None | Brief | Rare

 | |August | --- | --- | --- | --- | None | Brief | Rare

 | |November |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | |December |0.5-1.5| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |
578 Soil Survey

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

GrmA: | | | | | | | | |

 Gracemore----| C |January |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | |February |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | |March |0.5-2.1| >6.0 | --- | --- | None |Very brief| Rare

 | |April |0.5-2.1| >6.0 | --- | --- | None |Very brief| Rare

 | |May |0.5-2.1| >6.0 | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |November |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | |December |0.5-2.1| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

HdGB: | | | | | | | | |

 Hardeman-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Grandmore----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

HdGC: | | | | | | | | |

 Hardeman-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Grandmore----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

HdmB: | | | | | | | | |

 Hardeman-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

HdmC: | | | | | | | | |

 Hardeman-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

IreA: | | | | | | | | |

 Irene--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

IreB: | | | | | | | | |

 Irene--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

IreC: | | | | | | | | |

 Irene--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

IreD: | | | | | | | | |

 Irene--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

JssF: | | | | | | | | |

 Jester-------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

JstC: | | | | | | | | |

 Jester-------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

KidB: | | | | | | | | |

 Kingsdown----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

KiHE: | | | | | | | | |

 Kingsdown----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Hardeman-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

LgtA: | | | | | | | | |

 Lugert-------| B |March | --- | --- | --- | --- | None |Very brief| Occasional

 | |April | --- | --- | --- | --- | None |Very brief| Occasional

 | |May | --- | --- | --- | --- | None |Very brief| Occasional

 | |June | --- | --- | --- | --- | None |Very brief| Occasional

 | | | | | | | | |
Harper County, Oklahoma 579

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

LiJC: | | | | | | | | |

 Lincoln------| A |January |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |February |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |March |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |April |5.0-6.7| >6.0 | --- | --- | None | Brief | Rare

 | |May |5.0-6.7| >6.0 | --- | --- | None | Brief | Rare

 | |June | --- | --- | --- | --- | None | Brief | Rare

 | |July | --- | --- | --- | --- | None | Brief | Rare

 | |August | --- | --- | --- | --- | None | Brief | Rare

 | |September| --- | --- | --- | --- | None | Brief | Rare

 | |October | --- | --- | --- | --- | None | Brief | Rare

 | |November |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |December |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

 Jester-------| A |April | --- | --- | --- | --- | None |Very brief| Rare

 | |May | --- | --- | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |September| --- | --- | --- | --- | None |Very brief| Rare

 | |October | --- | --- | --- | --- | None |Very brief| Rare

 | | | | | | | | |

LikB: | | | | | | | | |

 Likes--------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

LisA: | | | | | | | | |

 Lincoln------| A |January |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |February |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |March |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |April |5.0-6.7| >6.0 | --- | --- | None | Brief | Frequent

 | |May |5.0-6.7| >6.0 | --- | --- | None | Brief | Frequent

 | |June | --- | --- | --- | --- | None | Brief | Frequent

 | |July | --- | --- | --- | --- | None | Brief | Frequent

 | |August | --- | --- | --- | --- | None | Brief | Frequent

 | |September| --- | --- | --- | --- | None | Brief | Frequent

 | |October | --- | --- | --- | --- | None | Brief | Frequent

 | |November |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |December |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

LncA: | | | | | | | | |

 Lincoln------| A |January |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |February |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |March |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |April |5.0-6.7| >6.0 | --- | --- | None | Brief | Rare

 | |May |5.0-6.7| >6.0 | --- | --- | None | Brief | Rare

 | |June | --- | --- | --- | --- | None | Brief | Rare

 | |July | --- | --- | --- | --- | None | Brief | Rare

 | |August | --- | --- | --- | --- | None | Brief | Rare

 | |September| --- | --- | --- | --- | None | Brief | Rare

 | |October | --- | --- | --- | --- | None | Brief | Rare

 | |November |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |December |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

LRoE: | | | | | | | | |

 Laverne------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
580 Soil Survey

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

LshA: | | | | | | | | |

 Lesho--------| C |March |2.0-4.0| >6.0 | --- | --- | None |Very brief| Rare

 | |April |2.0-4.0| >6.0 | --- | --- | None |Very brief| Rare

 | |May |2.0-4.0| >6.0 | --- | --- | None |Very brief| Rare

 | |June |2.0-4.0| >6.0 | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | | | | | | | | |

LsoA: | | | | | | | | |

 Lincoln------| A |January |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |February |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |March |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |April |5.0-6.7| >6.0 | --- | --- | None | Brief | Occasional

 | |May |5.0-6.7| >6.0 | --- | --- | None | Brief | Occasional

 | |June | --- | --- | --- | --- | None | Brief | Occasional

 | |July | --- | --- | --- | --- | None | Brief | Occasional

 | |August | --- | --- | --- | --- | None | Brief | Occasional

 | |September| --- | --- | --- | --- | None | Brief | Occasional

 | |October | --- | --- | --- | --- | None | Brief | Occasional

 | |November |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | |December |5.0-6.7| >6.0 | --- | --- | None | --- | None

 | | | | | | | | |

M-W: | | | | | | | | |

 Water. | | | | | | | | |

 | | | | | | | | |

MLBB: | | | | | | | | |

 Mobeetie-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Likes--------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MLBC: | | | | | | | | |

 Mobeetie-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Likes--------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MLBE: | | | | | | | | |

 Mobeetie-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Likes--------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MnsB: | | | | | | | | |

 Mansic-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MnsC: | | | | | | | | |

 Mansic-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MsnB: | | | | | | | | |

 Manson-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MsnC: | | | | | | | | |

 Manson-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

MsnC2: | | | | | | | | |

 Manson-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
Harper County, Oklahoma 581

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

OMBE: | | | | | | | | |

 Oklark-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Mansic-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

OMBG: | | | | | | | | |

 Oklark-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Mansic-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Berda--------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PdoA: | | | | | | | | |

 Paloduro-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PdoB: | | | | | | | | |

 Paloduro-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PdoC2: | | | | | | | | |

 Paloduro-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PIT: | | | | | | | | |

 Pits---------| --- |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PlmB: | | | | | | | | |

 Plemons------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PlmC: | | | | | | | | |

 Plemons------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

PlmD: | | | | | | | | |

 Plemons------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

QnWC3: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

QnWD: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

QnWE: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

QRWG: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
582 Soil Survey

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

QRYG: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Yomont-------| B |April | --- | --- | --- | --- | None |Very brief| Frequent

 | |May | --- | --- | --- | --- | None |Very brief| Frequent

 | |June | --- | --- | --- | --- | None |Very brief| Frequent

 | |July | --- | --- | --- | --- | None |Very brief| Frequent

 | |August | --- | --- | --- | --- | None |Very brief| Frequent

 | |September| --- | --- | --- | --- | None |Very brief| Frequent

 | |October | --- | --- | --- | --- | None |Very brief| Frequent

 | |November | --- | --- | --- | --- | None |Very brief| Frequent

 | | | | | | | | |

QWDE: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Deepwood-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

QWRC: | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

RoCH: | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Cottonwood---| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

RssA: | | | | | | | | |

 Rosston------| D |May | 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | |June | 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | |July | 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | |August | 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | |September| 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | |October | 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | |November | 0.0 | >6.0 |0.0-3.0| Long | Frequent | --- | None

 | | | | | | | | |

SAL: | | | | | | | | |

 Salt flats---| D |January | 0.0 | >6.0 |0.0-1.0| Brief |Occasional| --- | None

 | |February | 0.0 | >6.0 |0.0-1.0| Brief |Occasional| --- | None

 | |March | 0.0 | >6.0 |0.0-1.0| Brief |Occasional| --- | None

 | |April | 0.0 | >6.0 |0.0-1.0| Brief |Occasional|Very long | Frequent

 | |May | --- | --- | --- | --- | None |Very long | Frequent

 | |June | --- | --- | --- | --- | None |Very long | Frequent

 | |July | --- | --- | --- | --- | None |Very long | Frequent

 | |August | --- | --- | --- | --- | None |Very long | Frequent

 | |September| --- | --- | --- | --- | None |Very long | Frequent

 | |October | --- | --- | --- | --- | None |Very long | Frequent

 | |November | 0.0 | >6.0 |0.0-1.0| Brief |Occasional| --- | None

 | |December | 0.0 | >6.0 |0.0-1.0| Brief |Occasional| --- | None

 | | | | | | | | |

SelA: | | | | | | | | |

 Selman-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
Harper County, Oklahoma 583

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

SelB: | | | | | | | | |

 Selman-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

SelC: | | | | | | | | |

 Selman-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

SelC2: | | | | | | | | |

 Selman-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

SelD: | | | | | | | | |

 Selman-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

SelD2: | | | | | | | | |

 Selman-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

SprA: | | | | | | | | |

 Spur---------| B |April | --- | --- | --- | --- | None |Very brief| Rare

 | |May | --- | --- | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |September| --- | --- | --- | --- | None |Very brief| Rare

 | |October | --- | --- | --- | --- | None |Very brief| Rare

 | | | | | | | | |

SpsA: | | | | | | | | |

 Spur---------| B |March | --- | --- | --- | --- | None |Very brief| Rare

 | |April | --- | --- | --- | --- | None |Very brief| Rare

 | |May | --- | --- | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |September| --- | --- | --- | --- | None |Very brief| Rare

 | |October | --- | --- | --- | --- | None |Very brief| Rare

 | | | | | | | | |

StpA: | | | | | | | | |

 St. Paul-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

StpB: | | | | | | | | |

 St. Paul-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

StpC: | | | | | | | | |

 St. Paul-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

StpD: | | | | | | | | |

 St. Paul-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TeWE: | | | | | | | | |

 Teagard------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Wellsford----| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TexA: | | | | | | | | |

 Texroy-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TexB: | | | | | | | | |

 Texroy-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TexC: | | | | | | | | |

 Texroy-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
584 Soil Survey

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

TipA: | | | | | | | | |

 Tipton-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TipB: | | | | | | | | |

 Tipton-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TipC: | | | | | | | | |

 Tipton-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TipD: | | | | | | | | |

 Tipton-------| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TRQC: | | | | | | | | |

 Talpa--------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Rock outcrop-| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TvlC: | | | | | | | | |

 Tivoli-------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TvlE: | | | | | | | | |

 Tivoli-------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

TvlG: | | | | | | | | |

 Tivoli-------| A |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

VerB: | | | | | | | | |

 Vernon-------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

VerC: | | | | | | | | |

 Vernon-------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

VerD: | | | | | | | | |

 Vernon-------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

VrrB: | | | | | | | | |

 Vernon-------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

VrrC: | | | | | | | | |

 Vernon-------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

W: | | | | | | | | |

 Water. | | | | | | | | |

 | | | | | | | | |

WodA: | | | | | | | | |

 Woods--------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

WodB: | | | | | | | | |

 Woods--------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

WodC: | | | | | | | | |

 Woods--------| D |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |
Harper County, Oklahoma 585

Table 23.--Water Features--Continued

_____________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding

 | | |_______________|_____________________________|_______________________

 Map symbol |Hydro-| Month | Upper | Lower |Surface| Duration |Frequency | Duration | Frequency

and soil name |logic | | limit | limit | water | | | |

 |group | | | | depth | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________

 | | | Ft | Ft | Ft | | | |

 | | | | | | | | |

WQHE: | | | | | | | | |

 Westola------| B |April | --- | --- | --- | --- | None |Very brief| Occasional

 | |May | --- | --- | --- | --- | None |Very brief| Occasional

 | |June | --- | --- | --- | --- | None |Very brief| Occasional

 | |July | --- | --- | --- | --- | None |Very brief| Occasional

 | |August | --- | --- | --- | --- | None |Very brief| Occasional

 | |September| --- | --- | --- | --- | None |Very brief| Occasional

 | |October | --- | --- | --- | --- | None |Very brief| Occasional

 | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Hardeman-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

WQnB: | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

WQnC: | | | | | | | | |

 Woodward-----| B |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

 Quinlan------| C |Jan-Dec | --- | --- | --- | --- | None | --- | None

 | | | | | | | | |

WslA: | | | | | | | | |

 Westola------| B |April | --- | --- | --- | --- | None |Very brief| Occasional

 | |May | --- | --- | --- | --- | None |Very brief| Occasional

 | |June | --- | --- | --- | --- | None |Very brief| Occasional

 | |July | --- | --- | --- | --- | None |Very brief| Occasional

 | |August | --- | --- | --- | --- | None |Very brief| Occasional

 | |September| --- | --- | --- | --- | None |Very brief| Occasional

 | |October | --- | --- | --- | --- | None |Very brief| Occasional

 | | | | | | | | |

WstA: | | | | | | | | |

 Westola------| B |April | --- | --- | --- | --- | None |Very brief| Rare

 | |May | --- | --- | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |September| --- | --- | --- | --- | None |Very brief| Rare

 | |October | --- | --- | --- | --- | None |Very brief| Rare

 | | | | | | | | |

YmrA: | | | | | | | | |

 Yomont-------| B |April | --- | --- | --- | --- | None |Very brief| Rare

 | |May | --- | --- | --- | --- | None |Very brief| Rare

 | |June | --- | --- | --- | --- | None |Very brief| Rare

 | |July | --- | --- | --- | --- | None |Very brief| Rare

 | |August | --- | --- | --- | --- | None |Very brief| Rare

 | |September| --- | --- | --- | --- | None |Very brief| Rare

 | |October | --- | --- | --- | --- | None |Very brief| Rare

 | |November | --- | --- | --- | --- | None |Very brief| Rare

 | | | | | | | | |

YmtA: | | | | | | | | |

 Yomont-------| B |April | --- | --- | --- | --- | None |Very brief| Occasional

 | |May | --- | --- | --- | --- | None |Very brief| Occasional

 | |June | --- | --- | --- | --- | None |Very brief| Occasional

 | |July | --- | --- | --- | --- | None |Very brief| Occasional

 | |August | --- | --- | --- | --- | None |Very brief| Occasional

 | |September| --- | --- | --- | --- | None |Very brief| Occasional

 | |October | --- | --- | --- | --- | None |Very brief| Occasional

 | |November | --- | --- | --- | --- | None |Very brief| Occasional

 | | | | | | | | |

______________|______|_________|_______|_______|_______|__________|__________|__________|____________
586 Soil Survey

Soil Features

Table 24, “Soil Features,” gives estimates of various soil features. The estimates

are used in land use planning that involves engineering considerations.

A restrictive layer is a nearly continuous layer that has one or more physical,

chemical, or thermal properties that significantly impede the movement of water and

air through the soil or that restrict roots or otherwise provide an unfavorable root

environment. Examples are bedrock, cemented layers, dense layers, and frozen

layers. The table indicates the hardness and thickness of the restrictive layer, both of

which significantly affect the ease of excavation. Depth to top is the vertical distance

from the soil surface to the upper boundary of the restrictive layer.

Subsidence is the settlement of organic soils or of saturated mineral soils of very

low density. Subsidence generally results from either desiccation and shrinkage or

oxidation of organic material, or both, following drainage. Subsidence takes place

gradually, usually over a period of several years. The table shows the expected initial

subsidence, which usually is a result of drainage, and total subsidence, which results

from a combination of factors.

Potential for frost action is the likelihood of upward or lateral expansion of the soil

caused by the formation of segregated ice lenses (frost heave) and the subsequent

collapse of the soil and loss of strength on thawing. Frost action occurs when

moisture moves into the freezing zone of the soil. Temperature, texture, density,

permeability, content of organic matter, and depth to the water table are the most

important factors considered in evaluating the potential for frost action. It is assumed

that the soil is not insulated by vegetation or snow and is not artificially drained. Silty

and highly structured, clayey soils that have a high water table in winter are the most

susceptible to frost action. Well drained, very gravelly, or very sandy soils are the

least susceptible. Frost heave and low soil strength during thawing cause damage to

pavements and other rigid structures.

Risk of corrosion pertains to potential soil-induced electrochemical or chemical

action that corrodes or weakens uncoated steel or concrete. The rate of corrosion of

uncoated steel is related to such factors as soil moisture, particle-size distribution,

acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is

based mainly on the sulfate and sodium content, texture, moisture content, and

acidity of the soil. Special site examination and design may be needed if the

combination of factors results in a severe hazard of corrosion. The steel or concrete in

installations that intersect soil boundaries or soil layers is more susceptible to

corrosion than the steel or concrete in installations that are entirely within one kind of

soil or within one soil layer.

For uncoated steel, the risk of corrosion, expressed as low, moderate, or high, is

based on soil drainage class, total acidity, electrical resistivity near field capacity, and

electrical conductivity of the saturation extract.

For concrete, the risk of corrosion also is expressed as low, moderate, or high. It is

based on soil texture, acidity, and amount of sulfates in the saturation extract.
Table 24.--Soil Features [See text for definitions of terms used in this table. Absence of an entry indicates that the feature is not a co

 were not estimated] __________________________________________________________________________________________________________________ | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | AbbA: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AbbB: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AbbB2: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AbbC: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AbbC2: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AbsB: | | | | | | | |  Abilene----------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | AclA: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AflB: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | AflC: | | | | | | | |  Abbie------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | BdaB: | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | BdaC: | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | BdaD: | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | CRVE: | | | | | | | |  Cottonwood-------------|Bedrock | 3-12 | --- |Very strongly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None |High  | | | | | | | |  Vinson-----------------|Bedrock | 20-40 | --- |Very strongly | 0 | --- |None |Modera | (paralithic) | | | cemented | | | |  | | | | | | | | DAM: | | | | | | | |  Dam--------------------| --- | --- | --- | --- | 0 | --- |None | -- | | | | | | | | DevE: | | | | | | | |  Devol------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DpwB: | | | | | | | |  Deepwood---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DpwC: | | | | | | | |  Deepwood---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DpwD: | | | | | | | |  Deepwood---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DpwE: | | | | | | | |  Deepwood---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DvlB: | | | | | | | |  Devol------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DvlC: | | | | | | | |  Devol------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | DvlD: | | | | | | | |  Devol------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | EdlC: | | | | | | | |  Eda--------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | EdlE: | | | | | | | |  Eda--------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | FayB: | | | | | | | |  Farry------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | FayC: | | | | | | | |  Farry------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | FoFE: | | | | | | | |  Fortyone---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Farry------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | FrkA: | | | | | | | |  Frankirk---------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | FrkB: | | | | | | | |  Frankirk---------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | FtnB: | | | | | | | |  Fortyone---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | FtnC: | | | | | | | |  Fortyone---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | FtnD: | | | | | | | |  Fortyone---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | GcsA: | | | | | | | |  Gracemore--------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | GdfB: | | | | | | | |  Grandfield-------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | GdfC: | | | | | | | |  Grandfield-------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | GDGE: | | | | | | | |  Grandfield-------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Devol------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Grandmore--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | GdmB: | | | | | | | |  Grandmore--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | GfsA: | | | | | | | |  Gracemore--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | GmrA: | | | | | | | |  Gracemont--------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | GmsA: | | | | | | | |  Gracemont--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | GrmA: | | | | | | | |  Gracemore--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | HdGB: | | | | | | | |  Hardeman---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Grandmore--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | HdGC: | | | | | | | |  Hardeman---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Grandmore--------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | HdmB: | | | | | | | |  Hardeman---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | HdmC: | | | | | | | |  Hardeman---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | IreA: | | | | | | | |  Irene------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | IreB: | | | | | | | |  Irene------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | IreC: | | | | | | | |  Irene------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | IreD: | | | | | | | |  Irene------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | JssF: | | | | | | | |  Jester-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | JstC: | | | | | | | |  Jester-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | KidB: | | | | | | | |  Kingsdown--------------| --- | --- | --- | --- | --- | --- | --- |Low  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | KiHE: | | | | | | | |  Kingsdown--------------| --- | --- | --- | --- | --- | --- | --- |Low  | | | | | | | |  Hardeman---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | LgtA: | | | | | | | |  Lugert-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | LiJC: | | | | | | | |  Lincoln----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Jester-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | LikB: | | | | | | | |  Likes------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | LisA: | | | | | | | |  Lincoln----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | LncA: | | | | | | | |  Lincoln----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | LRoE: | | | | | | | |  Laverne----------------|Petrocalcic | 4-20 | 0-3 |Indurated | 0 | --- |None |Modera | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None | -- | | | | | | | | LshA: | | | | | | | |  Lesho------------------| --- | --- | --- | --- | 0 | --- |Low |High  | | | | | | | | LsoA: | | | | | | | |  Lincoln----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | M-W: | | | | | | | |  Water. | | | | | | | |  | | | | | | | | MLBB: | | | | | | | |  Mobeetie---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Likes------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | MLBC: | | | | | | | |  Mobeetie---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Likes------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | MLBE: | | | | | | | |  Mobeetie---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Likes------------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | MnsB: | | | | | | | |  Mansic-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | MnsC: | | | | | | | |  Mansic-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | MsnB: | | | | | | | |  Manson-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | MsnC: | | | | | | | |  Manson-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | MsnC2: | | | | | | | |  Manson-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | OMBE: | | | | | | | |  Oklark-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Mansic-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |Low |Modera | | | | | | | | OMBG: | | | | | | | |  Oklark-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Mansic-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | |  Berda------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | PdoA: | | | | | | | |  Paloduro---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | PdoB: | | | | | | | |  Paloduro---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | PdoC2: | | | | | | | |  Paloduro---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | PIT: | | | | | | | |  Pits-------------------| --- | --- | --- | --- | 0 | --- |None | -- | | | | | | | | PlmB: | | | | | | | |  Plemons----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | PlmC: | | | | | | | |  Plemons----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | PlmD: | | | | | | | |  Plemons----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | QnWC3: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | | QnWD: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | | QnWE: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | QRWG: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None | -- | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | | QRYG: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None | -- | | | | | | | |  Yomont-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | QWDE: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | |  Deepwood---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | QWRC: | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None | -- | | | | | | | | RoCH: | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None |High  | | | | | | | |  Cottonwood-------------|Bedrock | 3-12 | --- |Very strongly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | RssA: | | | | | | | |  Rosston----------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | SAL: | | | | | | | |  Salt flats-------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | SelA: | | | | | | | |  Selman-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SelB: | | | | | | | |  Selman-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SelC: | | | | | | | |  Selman-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SelC2: | | | | | | | |  Selman-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SelD: | | | | | | | |  Selman-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SelD2: | | | | | | | |  Selman-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SprA: | | | | | | | |  Spur-------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | SpsA: | | | | | | | |  Spur-------------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | StpA: | | | | | | | |  St. Paul---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | StpB: | | | | | | | |  St. Paul---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | StpC: | | | | | | | |  St. Paul---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | StpD: | | | | | | | |  St. Paul---------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TeWE: | | | | | | | |  Teagard----------------|Bedrock | 20-40 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | |  Wellsford--------------|Bedrock | 10-20 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | TexA: | | | | | | | |  Texroy-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TexB: | | | | | | | |  Texroy-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TexC: | | | | | | | |  Texroy-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TipA: | | | | | | | |  Tipton-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TipB: | | | | | | | |  Tipton-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TipC: | | | | | | | |  Tipton-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TipD: | | | | | | | |  Tipton-----------------| --- | --- | --- | --- | 0 | --- |None |Modera | | | | | | | | TRQC: | | | | | | | |  Talpa------------------|Bedrock (lithic) | 5-14 | --- |Indurated | 0 | --- |None |High  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0-3 | --- |Indurated | 0 | --- |None | -- | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | | TvlC: | | | | | | | |  Tivoli-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | TvlE: | | | | | | | |  Tivoli-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | TvlG: | | | | | | | |  Tivoli-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | VerB: | | | | | | | |  Vernon-----------------|Bedrock | 20-40 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | VerC: | | | | | | | |  Vernon-----------------|Bedrock | 20-40 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | 
Table 24.--Soil Features--Continued __________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | VerD: | | | | | | | |  Vernon-----------------|Bedrock | 20-40 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | VrrB: | | | | | | | |  Vernon-----------------|Bedrock | 20-40 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | VrrC: | | | | | | | |  Vernon-----------------|Bedrock | 20-40 | --- |Very weakly | 0 | --- |None |High  | (paralithic) | | | cemented | | | |  | | | | | | | | W: | | | | | | | |  Water. | | | | | | | |  | | | | | | | | WodA: | | | | | | | |  Woods------------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | WodB: | | | | | | | |  Woods------------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | WodC: | | | | | | | |  Woods------------------| --- | --- | --- | --- | 0 | --- |None |High  | | | | | | | | WQHE: | | | | | | | |  Westola----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | |  Hardeman---------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | WQnB: | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | | WQnC: | | | | | | | |  Woodward---------------|Bedrock | 20-40 | --- |Weakly cemented | 0 | --- |None |Low  | (paralithic) | | | | | | |  | | | | | | | |  Quinlan----------------|Bedrock | 10-20 | --- |Weakly cemented | 0 | --- |None |Modera | (paralithic) | | | | | | |  | | | | | | | | 
Table 24.--Soil Features--Continued

__________________________________________________________________________________________________________________ | Restrictive layer | Subsidence | | Ri Map symbol |_____________________________________________________|_______________| Potential |______ and soil name | | Depth | | | | | for | Unco | Kind |to top |Thickness| Hardness |Initial| Total |frost action| ste________________________|_________________|_______|_________|_________________|_______|_______|____________|______ | | In | In | | In | In | | 

 | | | | | | | | WslA: | | | | | | | |  Westola----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | WstA: | | | | | | | |  Westola----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | YmrA: | | | | | | | |  Yomont-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | YmtA: | | | | | | | |  Yomont-----------------| --- | --- | --- | --- | 0 | --- |None |Low  | | | | | | | | ________________________|_________________|_______|_________|_________________|_______|_______|____________|______
599

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

has six categories. Beginning with the broadest, these categories are the order,

suborder, great group, subgroup, family, and series. Classification is based on soil

properties observed in the field or inferred from those observations or from

laboratory measurements. Table 25, “Classification of the Soils,” shows the

classification of the soils in the survey area. The categories are defined in the

following paragraphs.

ORDER. Twelve soil orders are recognized. The differences among orders reflect

the dominant soil-forming processes and the degree of soil formation. Each order is

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

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 Fluvent (Fluv, meaning flood

plain, plus ent, from Entisol).

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

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

soil moisture and temperature regimes; and base status. Each great group is

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

soil. An example is Ustifluvents (Usti, meaning dryness, plus fluvent, the suborder of

Entisols that occurs on flood plains).

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

intergrades or extragrades. The typic is the central concept of the great group; it is not

necessarily the most extensive. Intergrades are transitions to other orders, suborders,

or great groups. Extragrades have some properties that are not representative of the

great group, but do not indicate transitions to any other known kind of soil. Each

subgroup is identified by one or more adjectives preceding the name of the great

group. The adjective Typic identifies the subgroup that typifies the great group. An

example is Typic Ustifluvents.

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

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

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

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

mineral content, temperature regime, thickness of the root zone, consistence,

moisture equivalent, slope, and permanent cracks. A family name consists of the

name of a subgroup preceded by terms that indicate soil properties. An example is

sandy, mixed, thermic Typic Ustifluvents.

SERIES. The series consists of soils that have similar horizons in their profile.

The horizons are similar in color, texture, structure, reaction, consistence, mineral

and chemical composition, and arrangement in the profile. The texture of the surface

layer or of the substratum can differ within a series.

Classification of the Soils
600 Soil Survey

Soil Series and Their Morphology

Each soil series recognized in the survey area is described in an “Official Soil

Series Description.” These descriptions are available at the local office of the Natural

Resources Conservation Service or online at http://soils.usda.gov.

Characteristics of the soil and the material in which it formed are identified for each

soil series. A pedon, a small three-dimensional area of soil that is typical of the series

in the survey area is described. The detailed description of each soil horizon follows

standards in the “Soil Survey Manual” (Soil Survey Division Staff, 1993). Many of the

technical terms used in the descriptions are defined in “Soil Taxonomy” (Soil Survey

Staff, 1999) and “Keys to Soil Taxonomy” (Soil Survey Staff, 1998). Following the

pedon description is the range of important characteristics of the soils in the series.
Harper County, Oklahoma 601

Table 25.--Classification of the Soils

______________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

__________________________|___________________________________________________________________________

 |

 Abbie--------------------|Fine-loamy, mixed, superactive, thermic Aridic Argiustolls

 Abilene------------------|Fine, mixed, superactive, thermic Pachic Argiustolls

 Berda--------------------|Fine-loamy, mixed, superactive, thermic Aridic Haplustepts

 Burford------------------|Fine-silty, mixed, superactive, thermic Typic Haplustepts

 Carey--------------------|Fine-silty, mixed, superactive, thermic Typic Argiustolls

 Colorado-----------------|Fine-loamy, mixed, superactive, calcareous, thermic Typic Ustifluvents

 Cornick------------------|Loamy, mixed, superactive, thermic Lithic Haplustolls

 Cottonwood---------------|Loamy, mixed, superactive, calcareous, thermic Lithic Ustorthents

 Deepwood-----------------|Coarse-silty, mixed, superactive, thermic Typic Haplustepts

 Devol--------------------|Coarse-loamy, mixed, superactive, thermic Typic Haplustalfs

 Eda----------------------|Mixed, thermic Lamellic Ustipsamments

 Farry--------------------|Fine-loamy, mixed, superactive, thermic Typic Argiustolls

 Fortyone-----------------|Coarse-loamy, mixed, superactive, thermic Typic Haplustalfs

 Frankirk-----------------|Fine, mixed, superactive, thermic Typic Argiustolls

 Gracemont----------------|Coarse-loamy, mixed, superactive, calcareous, thermic Oxyaquic Udifluvents

 Gracemore----------------|Sandy, mixed, thermic Oxyaquic Udifluvents

 Grandfield---------------|Fine-loamy, mixed, superactive, thermic Typic Haplustalfs

 Grandmore----------------|Fine-loamy, mixed, active, thermic Typic Haplustalfs

 Guadalupe----------------|Coarse-loamy, mixed, active, thermic Fluventic Haplustepts

 Hardeman-----------------|Coarse-loamy, mixed, superactive, thermic Typic Haplustepts

 Hollister----------------|Fine, smectitic, thermic Typic Haplusterts

 Irene--------------------|Fine-silty, mixed, superactive, thermic Pachic Argiustolls

 Jester-------------------|Mixed, thermic Typic Ustipsamments

 Kingsdown----------------|Coarse-loamy, mixed, superactive, thermic Entic Haplustolls

 Knoco--------------------|Clayey, mixed, active, calcareous, thermic, shallow Aridic Ustorthents

 Laverne------------------|Loamy-skeletal, mixed, superactive, thermic, shallow Petrocalcic

 | Calciustolls

 Lesho--------------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, thermic

 | Fluvaquentic Haplustolls

 Likes--------------------|Mixed, thermic Aridic Ustipsamments

 Lincoln------------------|Sandy, mixed, thermic Typic Ustifluvents

 Lugert-------------------|Coarse-silty, mixed, superactive, thermic Fluventic Haplustolls

 Mansic-------------------|Fine-loamy, mixed, superactive, thermic Aridic Calciustolls

 Manson-------------------|Fine-loamy, mixed, superactive, thermic Calcidic Paleustolls

 Mcknight-----------------|Fine-loamy, mixed, active, thermic Typic Haplustalfs

 Mobeetie-----------------|Coarse-loamy, mixed, superactive, thermic Aridic Haplustepts

 Obaro--------------------|Fine-silty, mixed, superactive, thermic Typic Haplustepts

 Oklark-------------------|Coarse-loamy, mixed, superactive, thermic Aridic Calciustolls

 Paloduro-----------------|Fine-loamy, mixed, superactive, thermic Aridic Haplustolls

 Plemons------------------|Fine-loamy, mixed, superactive, thermic Calcidic Paleustalfs

 Quinlan------------------|Loamy, mixed, superactive, thermic, shallow Typic Haplustepts

 Rosston------------------|Fine, smectitic, thermic Ustic Epiaquerts

 Ruella-------------------|Fine-loamy, mixed, superactive, thermic Udic Haplustepts

 Selman-------------------|Fine-silty, mixed, superactive, thermic Typic Argiustolls

 Spur---------------------|Fine-loamy, mixed, superactive, thermic Fluventic Haplustolls

 St. Paul-----------------|Fine-silty, mixed, superactive, thermic Pachic Argiustolls

 Talpa--------------------|Loamy, mixed, superactive, thermic Lithic Calciustolls

 Teagard------------------|Fine, smectitic, thermic Typic Haplusterts

 Texroy-------------------|Fine-loamy, mixed, superactive, thermic Pachic Argiustolls

 Tillman------------------|Fine, mixed, superactive, thermic Vertic Paleustolls

 Tipton-------------------|Fine-loamy, mixed, superactive, thermic Pachic Argiustolls

 Tivoli-------------------|Mixed, thermic Typic Ustipsamments

 Vernon-------------------|Fine, mixed, active, thermic Typic Haplustepts

 Vinson-------------------|Fine-silty, mixed, superactive, thermic Entic Haplustolls

 Wellsford----------------|Clayey, mixed, active, thermic, shallow Typic Haplustepts

 Westola------------------|Coarse-loamy, mixed, superactive, calcareous, thermic Typic Ustifluvents

 Woods--------------------|Fine, smectitic, thermic Typic Calciusterts

 Woodward-----------------|Coarse-silty, mixed, superactive, thermic Typic Haplustepts

 Yomont-------------------|Coarse-silty, mixed, superactive, calcareous, thermic Typic Ustifluvents

__________________________|___________________________________________________________________________

603

This section describes the factors of soil formation and how they relate to the soils

in Harper County. It also describes the landscape evolution and surface geology of

the county.

Factors of Soil Formation

The five factors that affect formation of the soils are climate, living organisms,

topography, parent material, and time. The combined influence of these factors

determines the characteristics and properties of the soils

Climate

Harper County has a dry, subhumid climate. The climate is fairly uniform

throughout the county; differences between soils cannot be attributed to differences in

climate based on the present climatic regime. The temperatures and amount of

moisture have been sufficient to promote the formation of distinct layers in many of

the soils. Soil leaching is slow to moderate. The physical abrasion and redistribution

of materials by wind action contributes to soil formation. Cold temperatures occur

often enough and long enough for freezing and thawing to alter materials.

Living Organisms

Plants, burrowing animals, insects, and microorganisms have a direct influence on

the formation of soils. Differences among native grasses and woody plants in the

county have resulted in differential losses and gains of organic matter and plant

nutrients and in differences in soil structure and porosity. Soils that formed under

prairie vegetation, such as those of the St. Paul and Tipton series, have a dark

grayish brown surface layer and a moderately high content of organic matter. Soils

that formed under woody vegetation, such as those of the Devol series, have a brown

surface layer and a low content of organic matter.

Topography

Relief influences the formation of the soils mainly by affecting water movement,

erosion, soil temperature, and kind of plant cover. In Harper County, the resistance of

underlying formations to weathering and geological erosion determines relief. The

western part of Harper County has a fairly level, stable topography, and the soil

forming processes are more intense than in the eastern part. The soils in the western

part of the county are deep and more developed. The more dissected topography of

the eastern part has more runoff and erosion, and the residual soils are moderately

deep or shallow and less developed. The soils that formed from ancient fluvial

sediments are generally less sloping and more developed.

Formation of the Soils
604 Soil Survey

Parent Material

Soils form in unconsolidated material that influences the rate of formation; the

chemical, physical, and mineral composition of the soil; and the color of the soil.

Soils on the uplands in Harper County formed in material weathered from

sandstone, clay, shale, gypsum, and dolomite.

Soils in the High Plains Border area in the western part of the county formed in an

admixture of unconsolidated limy material.

Alluvial sediment is extensive along the streams and rivers in the county. The kind

of sediment deposited and the kinds of soil that formed in it depend largely on the

source of the sediment and the velocity of the streams. Examples of soils that formed

in ancient fluvial sediments are Abilene, Frankirk, Selman, St. Paul, and Tipton soils.

Examples of soils that formed in recent fluvial sediments are Lesho, Lincoln, Westola,

and Yomont soils.

Time

As a factor in soil formation, time is not strictly a matter of years. The length of time

needed for development of genetic horizons depends on the intensity and interactions

of soil-forming factors in promoting the losses, gains, transfers, or transformations of

the constituents necessary in forming soil horizons. Soils that have no definite genetic

horizons are young or immature. Mature or older soils have approached equilibrium

with their environment and tend to have well defined horizons.

The soils in Harper County range from young to old. Woods and Abilene soils are

examples of old soils. Selman soils are younger, but they have well expressed

horizons. Quinlan and Woodward soils are considered young soils. They have had

sufficient time to develop well-expressed horizons; but, because the soils are sloping,

geological erosion has taken away soil material almost as fast as it was formed.

Lincoln and Westola soils are young soils that formed in recent sediments on flood

plains and show little horizon development.

Landscape Evolution and Surface Geology

By Gregory F. Scott, soil scientist/project leader, USDA, Natural Resources Conservation Service

The present landscape is dynamic and is the product of many years of erosion and

deposition by water and wind. Over the last 2 million years, climatic changes

associated with ice ages have resulted in intense periods of erosion and deposition

interspersed with long periods of landscape stability (Buol, Hole, and McCracken,

1973; Fay, 1964; Fay, 1965; Johnson et al., 1972; and Morton, 1970).

Landscape Evolution

The Surface Geology Map of Harper County (fig. 19) shows a pattern of outcrops

of progressively older geologic formations from west to east. The formations range

from Permian through Cretaceous age and are associated with erosional downcutting

in the Cimarron River valley. The North Canadian River and Cimarron River, which

are the major rivers in the county, flow generally southeastward across the county.

They have greatly influenced the development of the present-day landscape. Another

influence has been the prevailing southwest winds, which have blown sandy

sediments out of river valleys and deposited the sediments along the northern sides

of rivers and creeks.

During the Pleistocene and Holocene, rivers eroded the landscape and deposited

flood plains. Rejuvenation caused the rivers to migrate, cut deeper valleys, and

deposit flood plains associated with the stream level of the time. Cycles of
Harper County, Oklahoma 605

Figure 19.—Surface geology map of Harper County, Oklahoma.

rejuvenation led to several terrace levels along the major rivers. The flow of the rivers

varied with the cycle of the ice ages, at times carrying huge volumes of water and

sediment as the climate responded to the influence of ice in the north and west. Over

the past million years, rivers have even changed course as small streams pirated

large ones, carving new valleys and leaving old valleys “high and dry” with small

underfit streams in their place. Rivers and streams eroded the Ogallala and Permian

Formations, leaving behind smears of sediments on various terrace levels.
606 Soil Survey

The stratigraphic sequence of hard (erosion-resistant) and soft (erosive) bedrock in

geologic formations of Permian age has given rise to numerous escarpments and

hills, the harder dolomite, sandstone, and gypsum being more resistant to water

erosion than underlying shale. In addition, the dip of Permian rocks toward the

Anadarko Basin influences rivers to migrate southwest along the dip. This

combination of bedrock type and stream drainage patterns produced the high bluff on

the south side of the Cimarron River.

Tertiary sediments are mostly unconsolidated and were originally deposited as far

east as Oklahoma City. Geologic erosion removed Tertiary sediments (of the Ogallala

and Laverne Formations), except in the western part of the county.

During arid periods, prevailing southwest winds moved sandy sediments from

riverbeds and streambeds. The sands were deposited directly to the north of

generally east-west trending river systems, creating bands of sandhills on the

northern sides of rivers. The sandhills north of the Cimarron and North Canadian

Rivers cover an area several miles wide from north to south and are contiguous

across the county from east to west. Episodic deposition of eolian sands alternated

with periods of soil formation. The degree of profile development in soils that formed

in windblown sand reflects the landscape stability (and possibly age) of the sand

deposit.

Today’s landscape contains evidence and clues about many of the forces that

formed the landscape that we see today. Each river has operated over time more or

less independently, although stream piracy during the Pleistocene captured

tributaries from the North Canadian River and added their watersheds to the drainage

network of the Cimarron River. Several deposits of volcanic ash occur in Harper

County where rainfall events concentrated ash after a volcanic eruption. Ash deposits

are datable and correlate to past events, such as the Yellowstone caldera eruption.

Dating volcanic ash provides the age of the stream terrace level and sediment in

which the ash occurs.

Surface Geology

The surface geology of Harper County is fairly complex (fig. 19). Outcropping rocks

of Permian and Cretaceous age in western Harper County are unconformably

overlain by weakly consolidated and unconsolidated alluvium in the Ogallala and

Laverne Formations of Pliocene (late Tertiary) age. In the eastern part of the county

and along the North Canadian and Cimarron Rivers, Permian rocks are

unconformably overlain by unconsolidated Quaternary alluvium laid down by ancient

or modern rivers and streams. Permian sandstones, Tertiary and Pleistocene

sediments, and Holocene alluvium are sources of ground water. The yields and

quality of ground water from these aquifers varies greatly across the county.

The outcropping rocks and sediments overlie older sedimentary rocks that are

important reservoirs for oil and gas production. Subsurface Paleozoic sedimentary

rocks in Harper County are about 8,000 to 10,000 feet thick. These sedimentary rocks

were deposited in seas that bordered the deep sedimentary basins of central

Oklahoma (Anadarko Basin to the southwest and Arkoma Basin to the southeast)

and overlie granite bedrock in the North American Craton. These seas inundated the

Harper County area intermittently from Cambrian time (about 525 million years before

present) through Cretaceous time (about 65 million years before present). Harper

County is in the geologic province of Oklahoma known as the Northern Shelf Area.

Soil parent materials are generally the product of weathering and disaggregation of

outcropping rock units. As such, there is a close relationship between the physical

and chemical properties of the rock formations and the soils that develop upon them.

A description of the rock units, therefore, helps to explain the character and

distribution of the soils.
Harper County, Oklahoma 607

Permian Period

The Permian red beds and gypsum of Harper County were laid down during mid to

late Permian time (about 240 to 260 million years before present). The various

Permian geologic formations, including (from older to younger) the Flowerpot Shale,

Blaine Formation, Dog Creek Shale, Whitehorse Group (with the Rush Springs

Sandstone), and Cloud Chief Formation, conformably overlie each other. Outcropping

rocks typically are red or reddish-brown with local color variations to light gray or

greenish gray. The red color results from iron oxides (typically hematite) coating the

individual particles that make up the rock. The grayish colors of some of the shales

and sandstones are likely a result of reduction of iron by bacteria in the presence of

organic matter shortly after deposition. Soils that formed from reddish rocks tend to

retain the hematite stain of the parent material, thus explaining the red color of many

soils in Harper County.

The oldest Permian rocks in Harper County crop out along the eastern boundary

of the county and are overlain by successively younger Permian, Cretaceous,

Tertiary, and Quaternary strata to the west. Outcropping Permian rocks dip gently

southwestward across the county towards the Anadarko Basin at an angle of less

than 1 degree or an average of 4 to 10 feet per mile.

The Flowerpot Shale is the oldest bedrock exposed in Harper County. Only the

upper 60 feet of the Flowerpot Shale is exposed in Harper County. It crops out in the

bluffs along Buffalo Creek and the Cimarron River. The Flowerpot Shale is primarily

reddish-brown, gypsiferous shale with a few thin beds of sandstone and siltstone.

Intersecting veins of selenite and satin spar gypsum are common. Vernon, Vinson,

and Cottonwood soils formed in material weathered from rocks of the Flowerpot

Shale. Most of the exposed Flowerpot Shale in Harper County is mantled with

Pleistocene alluvium.

The Blaine Formation overlies the Flowerpot Shale and crops out in Harper County

as a band ranging from 1 to 4 miles in width. The Blaine Formation is about 90 feet

thick and consists of four gypsum members, each with a basal dolomite, separated by

shale members that can range to 20 feet in thickness. The four gypsum members,

from oldest to youngest, are the Medicine Lodge, Nescatunga, Shimer, and Haskew.

In many localities, the gypsum beds have been removed by dissolution and only the

basal dolomite remains. The gypsum and dolomite beds tend to form prominent

escarpments that are visible along the Cimarron River and Buffalo Creek. Reserves

of recoverable gypsum from the Blaine Formation have not been estimated but are

considerable. The composite thickness of the four gypsum members in Harper

County is about 55 feet. Similar to the Flowerpot Shale, Vernon soils formed in

material weathered from shales in this unit and Cottonwood and Vinson soils formed

in material weathered from gypsum. Small areas of Talpa soils formed in residuum

weathered from dolomite with claystone or shale interbeds.

The Dog Creek Shale overlies the Blaine Formation. It crops out as a narrow band

that is generally 0.25 to 0.5 mile wide but can range up to 3 miles in width. It averages

about 50 feet in thickness and is primarily reddish-brown, gypsiferous shale with thin

beds of siltstone, dolomite, gypsum, and sandstone. The Dog Creek Shale is

lithologically similar to the Blaine Formation, and similar soils form on each unit. In the

Dog Creek Shale, Woodward and Quinlan soils formed in material weathered from

siltstones and sandstones, Cottonwood and Vinson soils formed in material

weathered from gypsum beds, and Vernon soils formed in material weathered from

shale.

The Whitehorse Group consists of the Marlow Formation and Rush Springs

Sandstone. These two formations are typically mapped together as Whitehorse

Group, undivided. The Whitehorse Group is about 200 feet thick, the lower 60 feet

constituting the Marlow formation and the upper 140 feet the Rush Springs

Sandstone. The Marlow Formation is primarily fine grained, orange-brown sandstone
608 Soil Survey

with about 20 feet of reddish brown shale in the upper part. The Rush Springs

Sandstone is characterized by red, fine grained sandstones and siltstones with

reddish-brown shale and gypsum beds. Woodward, Quinlan, and Deepwood soils are

the primary soils that formed in material weathered from the sandstone.

The Cloud Chief Formation is the uppermost (youngest) Permian formation in

Harper County and occurs as isolated outliers in the north-central, central, and

southeastern parts of the county. These outliers are on divides between the Cimarron

River and Buffalo Creek and between Buffalo Creek and the North Canadian River.

The Cloud Chief Formation consists of dark red shale with a few thin gypsum

interbeds. It is underlain by the Day Creek Dolomite. The Day Creek Dolomite is about

2.5 feet thick, and the Cloud Chief Formation in Harper County has a maximum

thickness of 30 feet. Quinlan soils and the Rock outcrop miscellaneous area are

mapped on this geologic formation. Vernon soils formed in materials weathered from

shale, and Talpa soils formed in residuum weathered from the Day Creek Dolomite. A

few areas of Cottonwood and Vinson soils formed in material weathered from

gypsum.

Cretaceous Period

The Cretaceous Period is represented by the Kiowa Shale and is mapped only in

very limited exposures in the southeastern quarter of the county. The Kiowa Shale

overlies the Cloud Chief Formation and crops out on the divide between the North

Canadian River and Buffalo Creek. The Kiowa Shale primarily consists of gray shale

grading into yellow sandstone at the base. It also includes interbeds of indurated

sandstones and thin, white, chalky limestones. The maximum thickness of this

geologic formation in Harper County is about 52 feet, and only the basal section is

exposed. Wellsford and Teagard soils formed in material weathered from Cretaceous

shale.

Tertiary Period

The Tertiary Period is represented by the Ogallala and Laverne Formations, which

unconformably mantle Permian and Cretaceous rocks in the western part of the

county. These formations were deposited by rapidly aggrading rivers as part of an

alluvial plain on the eastern flank of the Rocky Mountains. Only the basal members of

the Ogallala and Laverne Formations are present in Harper County. These stratified

alluvial parent sediments have pedogenic accumulations of calcium carbonate

(caliche) and reach a maximum thickness of 35 feet. The basal unit in both formations

is very gravelly and in places is cemented into mortar beds. The land surface

associated with these formations is highly dissected, and the soils are quite variable.

Berda, Likes, Mobeetie, Mansic, Oklark, and Paloduro soils formed in loamy and/or

sandy sediments in the Ogallala and Laverne Formations.

The Meade Formation of Pleistocene age is mapped over a small area north of the

towns of Rosston and Doby Springs in the northwestern part of the county. Soils that

formed in parent sediments from the Meade Formation are so similar to soils that

developed in Ogallala and Laverne sediments that it was not practical to separate

them in figure 20.

Quaternary Period

The Quaternary Period, including the Pleistocene and Holocene Epochs, is

represented by stream terraces and sandy eolian deposits and by Holocene flood

plain sediments related to present-day river systems.

Quaternary Stream Terraces, Qt5–Qt1.—Five Quaternary terrace levels, related to

ancient river systems, are shown in figure 21. Each terrace level is mapped

separately, being distinct in character, stratigraphy, elevation, age, and soil mapping

units. The Quaternary deposits are widespread and cover about 40 percent of the
Harper County, Oklahoma 609

Figure 20.—SSURGO-based representation of surface geology in Harper County, Oklahoma. This map was generated by

combining soil delineations that have similar parent materials for given geologic ages.

county. They are economically important. Sixty percent of the cropland in the county

is on Quaternary terrace deposits.

The Qt5 terrace is the highest and oldest stream terrace in Harper County. It is

mapped only on the summit of the divide between the North Canadian River and

Buffalo Creek/Cimarron River. This terrace is probably early Pleistocene but may be

late Pliocene. Due to the limited extent of the Qt5 terrace, this level is difficult to date.

Woods soils, which are primarily mapped on the Qt5 terrace, formed in clayey

alluvium with smectitic mineralogy and are classified as Typic Calciusterts.

The Qt4 terrace is the next lower (and younger) stream terrace and occurs in the

large river valley between the Cimarron River and the North Canadian River,

northwest of the town of Rosston. This relict river valley is the site of an ancient
610 Soil Survey

Figure 21.—SSURGO-based representation of geomorphic surfaces and parent sediments of Quaternary age in Harper County,

Oklahoma. This map was generated by combining soil delineations for each of the different geomorphic surfaces and parent

materials, including stream terraces, eolian sand deposits, and flood plain sediments

stream piracy. Another large area of Qt4 is in the southeastern quarter of the county

on the divide between the North Canadian River and Buffalo Creek/Cimarron River

(similar to the Qt5 terrace). The Meade Formation covers a portion of this area.

Texroy, Abbie, Irene, Manson, and Plemons soils are on the Qt4 terrace. Texroy,

Abbie, and Irene soils formed in loamy and/or silty alluvium, have secondary calcium

carbonate, and are classified as Argiustolls. Manson and Plemons soils are classified

in Calcidic subgroups. They have a high content of calcium carbonate that reflects

both their close association with, and derivation from, Ogallala sediments and

sufficient time to form well-developed calcic horizons.

The Qt3 terrace is the mid-level stream terrace and is very extensive across the

county. It occurs on the north side of the Cimarron River/North Canadian River divide,

in the drainage area of Buffalo Creek, and in association with the Cimarron River. St.

Paul, Selman, and Frankirk soils are mapped on the Qt3 terrace. They formed in silty

and/or loamy alluvium. These soils are classified as Argiustolls. The St. Paul and
Harper County, Oklahoma 611

Selman soils have insufficient secondary calcium carbonate to qualify as having a

calcic horizon.

The Qt2 terrace is a lower stream terrace that occurs along the Cimarron River in

the northwestern corner of the county in the Paruna area. Qt2 is a younger terrace

and has a low drainage density. Tipton, Farry, and Fortyone soils are on the Qt2

terrace. They formed in loamy and/or sandy alluvium. Tipton and Farry soils are

classified as Argiustolls. Fortyone soils are classified as Haplustalfs. Argillic horizons

in these soils are not as strongly developed as those in soils on older terraces. Also,

these soils have minimal amounts of secondary calcium carbonate.

The Qt1 terrace is the lowest (and youngest) stream terrace. It occurs along the

Cimarron River. Soils on this terrace level do not have an argillic horizon and have

very minimal accumulations of secondary calcium carbonate. Kingsdown and

Hardeman soils developed in sandy alluvium and are classified as Entic Haplustolls

and Typic Haplustepts, respectively.

Quaternary Eolian Sand Deposits, Qsh and Hsh.— The Qsh deposits represent

gently sloping eolian sand deposits of Pleistocene age. In general, sand sheet

deposits farther from the sand source are older, are higher in elevation, and have

more advanced soil profile development than younger deposits. Grandfield,

Grandmore, and Devol soils developed on these Pleistocene sand sheets. These

soils formed in loamy and/or sandy alluvium, have an argillic horizon, and are

classified as Typic Haplustalfs. Local, episodic remobilization of the sand sheets

during drought conditions causes the formation of a complex spatial pattern of older

and younger soils. As a result of sand movement, partially truncated soils are

exposed to surface weathering. Buried soils and lithologic discontinuities (regularly

related to terrace levels) are common in Qsh sand deposits.

The Hsh deposits represent sand hills and sand deposits of Holocene age (10,000

years before present to present). These sand hills are close to the source of this

material, generally less than 2 miles from the river. Eda and Tivoli soils developed on

these Holocene sands and have very minimal soil profile development. Eda soils

show minimal evidence of clay movement (lamellae), and both soils are classified as

Ustipsamments. In places, these sand deposits overlie buried soils that developed on

older stream terrace levels and Grandfield and Grandmore soils are exposed on

interdunes where the Hsh deposits are thinner.

Holocene Flood Plains, H0.—The H0 deposits consist of recent deposits of

unconsolidated alluvium on flood plains along present-day rivers and streams, such

as the Cimarron and North Canadian Rivers and Buffalo Creek and its tributaries. The

characteristics of soils on flood plains, including texture and mineralogy, are primarily

dependent on their provenance, which is the contributing drainage area from which

the sediments are derived. Other factors affecting the character of such soils are the

size of the drainage area, gradient of the stream, and volume of flow. Gracemore,

Lincoln, Westola, Lugert, Lesho, and Yomont soils formed in sandy alluvium on flood

plains in Harper County. Jester soils formed in sandy alluvium that was reworked by

wind into dunes adjacent to flood plains.

Correlation Between Terrace Age and Soil Development

An accepted concept of landscape development is that the oldest stream terraces

are highest on the landscape. Rivers first deposit the oldest terraces and then deposit

successively younger terrace levels at lower elevations. As a result, the oldest

terraces are exposed to weathering and soil-forming processes longer than younger

terraces. The degree of soil profile development should correspond, to some extent,

with the age of the terrace level. The most obvious pedogenic processes occurring on

these terraces include:

1. Eluviation (removal of soil material, most notably clay, from surface layers),

2. Illuviation (addition of soil material, most notably clay, into the subsoil),
612 Soil Survey

3. Melanization (addition of organic matter and darkening of the soil surface),

4. Leaching (removal of soluble materials from one horizon to another by water

movement),

5. Pedoturbation (biological and physical mixing of soil material, homogenizing the

solum),

6. Calcification (accumulation of calcium carbonate in the subsoil), and

7. Cumulization (accumulation by air or water of mineral particles, including

calcium carbonate, onto the soil surface).

The degree of development of soil horizons reflects the time over which these

processes have been operating. A thin argillic horizon with minimal clay accumulation

is likely younger than a thick argillic horizon with high percentage of illuviated clay.

Younger, less stable land surfaces typically have lower a content of organic matter

than older, more stable land surfaces. Older, more well developed soils may also have

a high percentage of organic matter illuviated deeper into the solum. Pedoturbation

eliminates stratification from sedimentary deposits. Calcification creates calcic

horizons in the subsoil. Older soils typically have thick calcic horizons with high

percentages of secondary calcium carbonate. Some of the oldest surfaces also

experience re-calcification through the process of cumulization during arid periods

when calcareous dust is added to soil profiles by wind-derived dust or rainfall.

Table 26 shows a high correlation Between terrace level (and corresponding

elevation), the degree of soil development, and soil classification. Individual soil

series in Harper County occupy distinct terrace levels, reflecting their age, parent

material, and topography. Differences between soils on a terrace level reflect

differences in topography and depositional facies within the parent material. The soils

on the sand hills, while younger than the Pleistocene terraces, commonly are

adjacent to and topographically higher than the terraces. Mobilization of the

landscape during drought moved and re-deposited the sands. Differences between

the Qsh and Hsh units reflect distinct events separated in time. The Qsh sand hills

have had time to develop argillic horizons.
Harper County, Oklahoma 613

Table 26.--Relationships Between Quaternary Terrace Level, Soil Classification, and

 Particle-Size Class

_____________________________________________________________________________________

 | | |

Terrace | Soil Classification | Soil Series | Particle-Size Class

__________|____________________________|___________________|_________________________

 | | |

Qt5 | Typic Calciusterts | Woods | Fine

 | | |

Qt4 | Calcidic Paleustolls | Manson | Fine-loamy

 | Calcidic Paleustalfs | Plemons | Fine-loamy

 | Pachic Argiustolls | Texroy | Fine-loamy

 | Pachic Argiustolls | Irene | Fine-silty

 | Aridic Argiustolls | Abbie | Fine-loamy

 | (shallower secondary | |

 | carbonates, well | |

 | developed calcic | |

 | horizon compared to | |

 | Qt3) | |

 | | |

Qt3 | Pachic Argiustolls | St. Paul | Fine-silty

 | Typic Argiustolls | Selman | Fine-silty

 | Typic Argiustolls | Frankirk | Fine

 | (well developed soil | |

 | compared to Qt2) | |

 | | |

Qt2 | Pachic Argiustolls | Tipton | Fine-loamy

 | Typic Haplustalfs | Fortyone | Coarse-loamy

 | Typic Argiustolls | Farry | Fine-loamy

 | (weakly developed soil | |

 | compared to Qt3) | |

 | | |

Qt1 | Entic Haplustolls | Kingsdown | Coarse-loamy

 | Typic Haplustepts | Hardeman | Coarse-loamy

 | (no argillic horizon, | |

 | not stratified) | |

 | | |

Qsh | Typic Haplustalfs | Devol | Coarse-loamy

 | Typic Haplustalfs | Grandfield | Fine-loamy

 | Typic Haplustalfs | Grandmore | Fine-loamy

 | (continuous argillic | |

 | horizon) | |

 | | |

Hsh | Lamellic Ustipsamments | Eda | Sandy

 | Typic Ustipsamments | Tivoli |

 | Aridic Ustipsamments | Likes |

 | (weak argillic or none) | |

 | | |

HO | Typic Ustifluvents | Lincoln | Sandy, stratified

 | Typic Ustifluvents | Westola | Coarse-loamy, stratified

 | (calcareous) | |

 | Typic Ustifluvents | Yomont | Coarse-silty, stratified

 | (calcareous) | |

__________|____________________________|___________________|_________________________

615

American Association of State Highway and Transportation Officials (AASHTO). 1998.

Standard specifications for transportation materials and methods of sampling

and testing. 19th edition, 2 volumes.

American Society for Testing and Materials (ASTM). 1998. Standard classification of

soils for engineering purposes. ASTM Standard D 2487.

Buol, S.W., F.D. Hole, and R.J. McCracken. 1973. Soil genesis and classification.

Fay, Robert O. 1964. The Blaine and related Formations of northwestern Oklahoma

and southern Kansas. Oklahoma Geological Survey Bulletin 98.

Fay, Robert O. 1965. Geology and mineral resources of Harper County, Oklahoma.

Oklahoma Geological Survey Bulletin 106.

Johnson, Kenneth S., Carl C. Branson, Neville M. Curtis, Jr., William E. Ham, William

E. Harrison, Melvin V. Marcher, and John F. Roberts, 1972. Geology and earth

resources of Oklahoma: An atlas of maps and cross sections. Oklahoma

Geological Survey Educational Publication 1.

Morton, Robert B. 1980. Reconnaissance of the water resources of the Woodward

Quadrangle, northwestern Oklahoma. Oklahoma Geological Survey Hydrologic

Atlas 8, scale 1:250,000.

Soil Survey Division Staff. 1993. Soil survey manual. U.S. Department of Agriculture

Handbook 18.

Soil Survey Staff. 1998. Keys to soil taxonomy. 8th edition. United States Department

of Agriculture, Natural Resources Conservation Service.

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making

and interpreting soil surveys. 2nd edition. Natural Resources Conservation

Service. U. S. Department of Agriculture Handbook 436.

United States Department of Agriculture. 1961. Land capability classification. U.S.

Department of Agriculture Handbook 210.

United States Department of Agriculture, Natural Resources Conservation Service.

1996. Soil survey laboratory methods manual. Soil Survey Investigations

Report 42.

United States Department of Agriculture, Soil Conservation Service. 1960. Soil

Survey of Harper County, Oklahoma.

References

617

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.

Alkali (sodic) soil. A soil having so high a degree of alkalinity (pH 8.5 or higher) or

so high a percentage of exchangeable sodium (15 percent or more of the total

exchangeable bases), or both, that plant growth is restricted.

Alluvium. Material, such as gravel, sand, silt, or clay, deposited on land by streams.

Alpha,alpha-dipyridyl. A dye that when dissolved in 1N ammonium acetate is used

to detect the presence of reduced iron (Fe II) in the soil. A positive reaction

indicates a type of redoximorphic feature.

Animal unit month (AUM). The amount of forage required by one mature cow of

approximately 1,000 pounds weight, with or without a calf, for 1 month.

Aquic conditions. Current soil wetness characterized by saturation, reduction, and

redoximorphic features.

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.

Badland. Steep or very steep, commonly nonstony, barren land dissected by many

intermittent drainage channels. Badland is most common in semiarid and arid

regions where streams are entrenched in soft geologic material. Local relief

generally ranges from 25 to 500 feet. Runoff potential is very high, and geologic

erosion is active.

Glossary
618 Soil Survey

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.

Bench terrace. A raised, level or nearly level strip of earth constructed on or nearly

on a contour, supported by a barrier of rocks or similar material, and designed to

make the soil suitable for tillage and to prevent accelerated erosion.

Blowout. A shallow depression from which all or most of the soil material has been

removed by wind. A blowout has a flat or irregular floor formed by a resistant layer

or by an accumulation of pebbles or cobbles. In some blowouts the water table is

exposed.

Bottom land. The normal flood plain of a stream, subject to flooding.

Boulders. Rock fragments larger than 2 feet (60 centimeters) in diameter.

Breaks. The steep and very steep broken land at the border of an upland summit that

is dissected by ravines.

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.

Butte. An isolated small mountain or hill with steep or precipitous sides and a top

variously flat, rounded, or pointed that may be a residual mass isolated by

erosion or an exposed volcanic neck.

Calcareous soil. A soil containing enough calcium carbonate (commonly combined

with magnesium carbonate) to effervesce visibly when treated with cold, dilute

hydrochloric acid.

Caliche. A more or less cemented deposit of calcium carbonate in soils of warmtemperate, subhumid to arid areas. Caliche occurs as soft, thin layers in the soil

or as hard, thick beds directly beneath the solum, or it is exposed at the surface

by erosion.

Canyon. A long, deep, narrow, very steep sided valley with high, precipitous walls in

an area of high local relief.

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 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.

Cemented. Material in an air-dry test specimen that does not slake after being

immersed in water for 1 hour. Cemented soil material has a brittle, hard

consistence caused by some cementing agent other than clay. Calcium

carbonate, silica, or oxides or salts of iron and aluminum are common cementing

materials.
Harper County, Oklahoma 619

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.

Clayey soil. Silty clay, sandy clay, or clay.

Clay film. A thin coating of oriented clay on the surface of a soil aggregate or lining

pores or root channels. Synonyms: clay coating, clay skin.

Claypan. A slowly permeable soil horizon that contains much more clay than the

horizons above it. A claypan is commonly hard when dry and plastic or stiff

when wet.

Climax plant community. The stabilized plant community on a particular site. The

plant cover reproduces itself and does not change so long as the environment

remains the same.

Closed depression. A low area completely surrounded by higher ground and having

no natural outlet.

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.

Colluvium. Soil material or rock fragments, or both, moved by creep, slide, or local

wash and deposited at the base of steep slopes.

Complex slope. Irregular or variable slope. Planning or establishing terraces,

diversions, and other water-control structures on a complex slope is difficult.

Complex, soil. A map unit of two or more kinds of soil or miscellaneous areas in such

an intricate pattern or so small in area that it is not practical to map them

separately at the selected scale of mapping. The pattern and proportion of the

soils or miscellaneous areas are somewhat similar in all areas.

Concretions. Cemented bodies with crude internal symmetry organized around a

point, a line, or a plane. They typically take the form of concentric layers visible to

the naked eye. Calcium carbonate, iron oxide, and manganese oxide are common

compounds making up concretions. If formed in place, concretions of iron oxide

or manganese oxide are generally considered a type of redoximorphic

concentration.

Conglomerate. A coarse grained, clastic rock composed of rounded or subangular

rock fragments more than 2 millimeters in diameter. It commonly has a matrix of

sand and finer textured material. Conglomerate is the consolidated equivalent of

gravel.

Conservation cropping system. Growing crops in combination with needed cultural

and management practices. In a good conservation cropping system, the soil-
620 Soil Survey

improving crops and practices more than offset the effects of the soil-depleting

crops and practices. Cropping systems are needed on all tilled soils. Soilimproving practices in a conservation cropping system include the use of

rotations that contain grasses and legumes and the return of crop residue to the

soil. Other practices include the use of green manure crops of grasses and

legumes, proper tillage, adequate fertilization, and weed and pest control.

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.

Consolidated siltstone. Siltstone 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 close-growing crops are alternated with strips of clean-tilled crops or

summer fallow.

Control section. The part of the soil on which classification is based. The thickness

varies among different kinds of soil, but for many it is that part of the soil profile

between depths of 10 inches and 40 or 80 inches.

Coppice dune. A small dune of fine grained soil material stabilized around shrubs or

small trees.

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.

Cuesta. A hill or ridge that has a gentle slope on one side and a steep slope on the

other; specifically, an asymmetric, homoclinal ridge capped by resistant rock

layers of slight or moderate dip.

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.

Deferred grazing. Postponing grazing or resting grazing land for a prescribed period.

Depth, soil. Generally, the thickness of the soil over bedrock. Very deep soils are

more than 60 inches deep over bedrock; deep soils, 40 to 60 inches; moderately
Harper County, Oklahoma 621

deep, 20 to 40 inches; shallow, 10 to 20 inches; and very shallow, less than 10

inches.

Depth to rock (in tables). Bedrock is too near the surface for the specified use.

Dip slope. A slope of the land surface, roughly determined by and approximately

conforming to the dip of the underlying bedrock.

Diversion (or diversion terrace). A ridge of earth, generally a terrace, built to protect

downslope areas by diverting runoff from its natural course.

Drainage class (natural). Refers to the frequency and duration of wet periods under

conditions similar to those under which the soil formed. Alterations of the water

regime by human activities, either through drainage or irrigation, are not a

consideration unless they have significantly changed the morphology of the soil.

Seven classes of natural soil drainage are recognized—excessively drained,

somewhat excessively drained, well drained, moderately well drained, somewhat

poorly drained, poorly drained, and very poorly drained. These classes are

defined in the “Soil Survey Manual.”

Drainage, surface. Runoff, or surface flow of water, from an area.

Drainageway. 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.

Dune. A mound, ridge, or hill of loose, windblown granular material (generally sand),

either bare or covered with vegetation.

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.

Eolian soil material. Earthy parent material accumulated through wind action;

commonly refers to sandy material in dunes or to loess in blankets on the

surface.

Ephemeral stream. A stream, or reach of a stream, that flows only in direct response

to precipitation. It receives no long-continued supply from melting snow or other

source, and its channel is above the water table at all times.

Episaturation. A type of saturation indicating a perched water table in a soil in which

saturated layers are underlain by one or more unsaturated layers within 2 meters

of the surface.

Erosion. The wearing away of the land surface by water, wind, ice, or other geologic

agents and by such processes as gravitational creep.

Erosion (geologic). Erosion caused by geologic processes acting over long

geologic periods and resulting in the wearing away of mountains and the

building up of such landscape features as flood plains and coastal plains.

Synonym: natural erosion.

Erosion (accelerated). Erosion much more rapid than geologic erosion, mainly as

a result of human or animal activities or of a catastrophe in nature, such as a

fire, that exposes the surface.

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.

Fallow. Cropland left idle in order to restore productivity through accumulation of

moisture. Summer fallow is common in regions of limited rainfall where cereal

grain is grown. The soil is tilled for at least one growing season for weed control

and decomposition of plant residue.
622 Soil Survey

Fertility, soil. The quality that enables a soil to provide plant nutrients, in adequate

amounts and in proper balance, for the growth of specified plants when light,

moisture, temperature, tilth, and other growth factors are favorable.

Fibric soil material (peat). The least decomposed of all organic soil material. Peat

contains a large amount of well preserved fiber that is readily identifiable

according to botanical origin. Peat has the lowest bulk density and the highest

water content at saturation of all organic soil material.

Field moisture capacity. The moisture content of a soil, expressed as a percentage

of the ovendry weight, after the gravitational, or free, water has drained away; the

field moisture content 2 or 3 days after a soaking rain; also called normal field

capacity, normal moisture capacity, or capillary capacity.

Fine textured soil. Sandy clay, silty clay, or clay.

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.

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 inclined surface at the base of a hill.

Forb. Any herbaceous plant not a grass or a sedge.

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.

Gilgai. Commonly, a succession of microbasins and microknolls in nearly level

areas or of microvalleys and microridges parallel with the slope. Typically, the

microrelief of clayey soils that shrink and swell considerably with changes in

moisture content.

Gleyed soil. Soil that formed under poor drainage, resulting in the reduction of iron

and other elements in the profile and in gray colors.

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. Very gravelly soil material has 35 to 60 percent of these

rock fragments, and extremely gravelly soil material has more than 60 percent.

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.

Gypsum. A mineral consisting of hydrous calcium sulfate.

Hard bedrock. Bedrock that cannot be excavated except by blasting or by the use of

special equipment that is not commonly used in construction.
Harper County, Oklahoma 623

Hardpan. A hardened or cemented soil horizon, or layer. The soil material is sandy,

loamy, or clayey and is cemented by iron oxide, silica, calcium carbonate, or other

substance.

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.

Hemic soil material (mucky peat). Organic soil material intermediate in degree of

decomposition between the less decomposed fibric material and the more

decomposed sapric material.

High-residue crops. Such crops as small grain and corn used for grain. If properly

managed, residue from these crops can be used to control erosion until the next

crop in the rotation is established. These crops return large amounts of organic

matter to the soil.

Hill. A natural elevation of the land surface, rising as much as 1,000 feet above

surrounding lowlands, commonly of limited summit area and having a well

defined outline; hillsides generally have slopes of more than 15 percent. The

distinction between a hill and a mountain is arbitrary and is dependent on local

usage.

Horizon, soil. A layer of soil, approximately parallel to the surface, having distinct

characteristics produced by soil-forming processes. In the identification of soil

horizons, an uppercase letter represents the major horizons. Numbers or

lowercase letters that follow represent subdivisions of the major horizons. An

explanation of the subdivisions is given in the “Soil Survey Manual.” The major

horizons of mineral soil are as follows:

O horizon.—An organic layer of fresh and decaying plant residue.

A horizon.—The mineral horizon at or near the surface in which an accumulation

of humified organic matter is mixed with the mineral material. Also, a plowed

surface horizon, most of which was originally part of a B horizon.

E horizon.—The mineral horizon in which the main feature is loss of silicate clay,

iron, aluminum, or some combination of these.

B horizon.—The mineral horizon below an A horizon. The B horizon is in part a

layer of transition from the overlying A to the underlying C horizon. The B

horizon also has distinctive characteristics, such as (1) accumulation of clay,

sesquioxides, humus, or a combination of these; (2) prismatic or blocky

structure; (3) redder or browner colors than those in the A horizon; or (4) a

combination of these.

C horizon.—The mineral horizon or layer, excluding indurated bedrock, that is

little affected by soil-forming processes and does not have the properties

typical of the overlying soil material. The material of a C horizon may be

either like or unlike that in which the solum formed. If the material is known

to differ from that in the solum, an Arabic numeral, commonly a 2, precedes

the letter C.

Cr horizon.—Soft, consolidated bedrock beneath the soil.

R layer.—Consolidated bedrock beneath the soil. The bedrock commonly

underlies a C horizon, but it can be directly below an A or a B horizon.

Humus. The well decomposed, more or less stable part of the organic matter in

mineral soils.

Hydrologic soil groups. Refers to soils grouped according to their runoff potential.

The soil properties that influence this potential are those that affect the minimum

rate of water infiltration on a bare soil during periods after prolonged wetting

when the soil is not frozen. These properties are depth to a seasonal high water

table, the infiltration rate and permeability after prolonged wetting, and depth to a

very slowly permeable layer. The slope and the kind of plant cover are not

considered but are separate factors in predicting runoff.
624 Soil Survey

Igneous rock. Rock formed by solidification from a molten or partially molten state.

Major varieties include plutonic and volcanic rock. Examples are andesite, basalt,

and granite.

Illuviation. The movement of soil material from one horizon to another in the soil

profile. Generally, material is removed from an upper horizon and deposited in a

lower horizon.

Impervious soil. A soil through which water, air, or roots penetrate slowly or not at

all. No soil is absolutely impervious to air and water all the time.

Increasers. Species in the climax vegetation that increase in amount as the more

desirable plants are reduced by close grazing. Increasers commonly are the

shorter plants and the less palatable to livestock.

Infiltration. The downward entry of water into the immediate surface of soil or other

material, as contrasted with percolation, which is movement of water through soil

layers or material.

Infiltration capacity. The maximum rate at which water can infiltrate into a soil under

a given set of conditions.

Infiltration rate. The rate at which water penetrates the surface of the soil at any

given instant, usually expressed in inches per hour. The rate can be limited by the

infiltration capacity of the soil or the rate at which water is applied at the surface.

Intake rate. The average rate of water entering the soil under irrigation. Most soils

have a fast initial rate; the rate decreases with application time. Therefore, intake

rate for design purposes is not a constant but is a variable depending on the net

irrigation application. The rate of water intake, in inches per hour, is expressed as

follows:

Less than 0.2 ................................................. very low

0.2 to 0.4 ................................................................ low

0.4 to 0.75 ........................................... moderately low

0.75 to 1.25 .................................................. moderate

1.25 to 1.75 ........................................ moderately high

1.75 to 2.5 ............................................................. high

More than 2.5 ................................................ very high

Intermittent stream. A stream, or reach of a stream, that flows for prolonged periods

only when it receives ground-water discharge or long, continued contributions

from melting snow or other surface and shallow subsurface sources.

Invaders. On range, plants that encroach into an area and grow after the climax

vegetation has been reduced by grazing. Generally, plants invade following

disturbance of the surface.

Iron depletions. Low-chroma zones having a low content of iron and manganese

oxide because of chemical reduction and removal, but having a clay content

similar to that of the adjacent matrix. A type of redoximorphic depletion.

Irrigation. Application of water to soils to assist in production of crops. Methods of

irrigation are:

Basin.—Water is applied rapidly to nearly level plains surrounded by levees or dikes.

Border.—Water is applied at the upper end of a strip in which the lateral flow of

water is controlled by small earth ridges called border dikes, or borders.

Controlled flooding.—Water is released at intervals from closely spaced field

ditches and distributed uniformly over the field.

Corrugation.—Water is applied to small, closely spaced furrows or ditches in

fields of close-growing crops or in orchards so that it flows in only one

direction.

Drip (or trickle).—Water is applied slowly and under low pressure to the surface

of the soil or into the soil through such applicators as emitters, porous tubing,

or perforated pipe.
Harper County, Oklahoma 625

Furrow.—Water is applied in small ditches made by cultivation implements.

Furrows are used for tree and row crops.

Sprinkler.—Water is sprayed over the soil surface through pipes or nozzles from a

pressure system.

Subirrigation.—Water is applied in open ditches or tile lines until the water table is

raised enough to wet the soil.

Wild flooding.—Water, released at high points, is allowed to flow onto an area

without controlled distribution.

Knoll. A small, low, rounded hill rising above adjacent landforms.

Lacustrine deposit. Material deposited in lake water and exposed when the water

level is lowered or the elevation of the land is raised.

Leaching. The removal of soluble material from soil or other material by percolating

water.

Liquid limit. The moisture content at which the soil passes from a plastic to a liquid

state.

Loam. Soil material that is 7 to 27 percent clay particles, 28 to 50 percent silt

particles, and less than 52 percent sand particles.

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.

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.

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.

Mesa. A broad, nearly flat topped and commonly isolated upland mass characterized

by summit widths that are more than the heights of bounding erosional scarps.

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.

Microhigh. An area that is 2 to 12 inches higher than the adjacent microlow.

Microlow. An area that is 2 to 12 inches lower than the adjacent microhigh.

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.
626 Soil Survey

Morphology, soil. The physical makeup of the soil, including the texture, structure,

porosity, consistence, color, and other physical, mineral, and biological properties

of the various horizons, and the thickness and arrangement of those horizons in

the soil profile.

Mottling, soil. Irregular spots of different colors that vary in number and size.

Descriptive terms are as follows: abundance—few, common, and many; size—

fine, medium, and coarse; and contrast—faint, distinct, and prominent. The size

measurements are of the diameter along the greatest dimension. Fine indicates

less than 5 millimeters (about 0.2 inch); medium, from 5 to 15 millimeters (about

0.2 to 0.6 inch); and coarse, more than 15 millimeters (about 0.6 inch).

Mudstone. Sedimentary rock formed by induration of silt and clay in approximately

equal amounts.

Munsell notation. A designation of color by degrees of three simple variables—hue,

value, and chroma. For example, a notation of 10YR 6/4 is a color with hue of

10YR, value of 6, and chroma of 4.

Natric horizon. A special kind of argillic horizon that contains enough exchangeable

sodium to have an adverse effect on the physical condition of the subsoil.

Neutral soil. A soil having a pH value between 6.6 and 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.

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

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.

Pebble. See Gravel.

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.
Harper County, Oklahoma 627

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 .............................. 0.00 to 0.01 inches

Very slow ....................................... 0.01 to 0.06 inches

Slow ................................................ 0.06 to 0.2 inches

Moderately slow ................................ 0.2 to 0.6 inches

Moderate ........................................... 0.6 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.

Plasticity index. The numerical difference between the liquid limit and the plastic

limit; the range of moisture content within which the soil remains plastic.

Plastic limit. The moisture content at which a soil changes from semisolid to plastic.

Plateau. An extensive upland mass with relatively flat summit area that is

considerably elevated (more than 100 meters) above adjacent lowlands and

separated from them on one or more sides by escarpments.

Playa. The generally dry and nearly level lake plain that occupies the lowest parts of

closed depressional areas. Temporary flooding occurs primarily in response to

precipitation and runoff.

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.

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
628 Soil Survey

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.

Range condition. The present composition of the plant community on a range site in

relation to the potential natural plant community for that site. Range condition is

expressed as excellent, good, fair, or poor on the basis of how much the present

plant community has departed from the potential.

Rangeland. Land on which the potential natural vegetation is predominantly grasses,

grasslike plants, forbs, or shrubs suitable for grazing or browsing. It includes

natural grasslands, savannas, many wetlands, some deserts, tundras, and areas

that support certain forb and shrub communities.

Range site. An area of rangeland where climate, soil, and relief are sufficiently

uniform to produce a distinct natural plant community. A range site is the product

of all the environmental factors responsible for its development. It is typified by an

association of species that differ from those on other range sites in kind or

proportion of species or total production.

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

Red beds. Sedimentary strata that are mainly red and are made up largely of

sandstone and shale.

Redoximorphic concentrations. Nodules, concretions, soft masses, pore linings,

and other features resulting from the accumulation of iron or manganese

oxide. An indication of chemical reduction and oxidation resulting from

saturation.

Redoximorphic depletions. Low-chroma zones from which iron and manganese

oxide or a combination of iron and manganese oxide and clay has been removed.

These zones are indications of the chemical reduction of iron resulting from

saturation.

Redoximorphic features. Redoximorphic concentrations, redoximorphic depletions,

reduced matrices, a positive reaction to alpha,alpha-dipyridyl, and other features

indicating the chemical reduction and oxidation of iron and manganese

compounds resulting from saturation.

Reduced matrix. A soil matrix that has low chroma in situ because of chemically

reduced iron (Fe II). The chemical reduction results from nearly continuous

wetness. The matrix undergoes a change in hue or chroma within 30 minutes

after exposure to air as the iron is oxidized (Fe III). A type of redoximorphic

feature.

Regolith. The unconsolidated mantle of weathered rock and soil material on the

earth’s surface; the loose earth material above the solid rock.
Harper County, Oklahoma 629

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.

Ridge. A long, narrow elevation of the land surface. It generally is sharp crested and

forms an extended upland between valleys.

Rill. A steep-sided channel resulting from accelerated erosion. A rill is generally a few

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.

Root zone. The part of the soil that can be penetrated by plant roots.

Rubble land. Areas that have more than 90 percent of the surface covered by stones

or boulders. Voids contain no soil material and virtually no vegetation other than

lichens. The areas commonly are at the base of mountain slopes, but some are

on mountain slopes as deposits of cobbles, stones, and boulders left by

Pleistocene glaciation or by periglacial phenomena.

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.

Saline soil. A soil containing soluble salts in an amount that impairs the growth of

plants. A saline soil does not contain excess exchangeable sodium.

Salinity. The electrical conductivity of a saline soil. It is expressed, in millimhos per

centimeter, as follows:

Nonsaline ............................................................ 0 to 2

Very slightly saline .............................................. 2 to 4

Slightly saline ...................................................... 4 to 8

Moderately saline ............................................. 8 to 16

Strongly saline ....................................... more than 16

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.

Sapric soil material (muck). The most highly decomposed of all organic soil

material. Muck has the least amount of plant fiber, the highest bulk density, and

the lowest water content at saturation of all organic soil material.

Saturation. Wetness characterized by zero or positive pressure of the soil water.

Under conditions of saturation, the water flows from the soil matrix into an unlined

auger hole.

Scarification. The act of abrading, scratching, loosening, crushing, or modifying the

surface to increase water absorption or to provide a more tillable soil.

Second bottom. The first terrace above the normal flood plain (or first bottom) of a

river.
630 Soil Survey

Sediment. Solid, clastic material, both mineral and organic, that is in suspension, is

being transported or has been moved from its site of origin by water, wind, ice, or

mass wasting, and has come to rest on the earth’s surface either above or below

sea level.

Sedimentary plain. An extensive nearly level to gently rolling or moderately sloping

area that is underlain by sedimentary bedrock and that has a slope of 0 to 8

percent.

Sedimentary rock. Rock made up of particles deposited from suspension in water.

The chief kinds of sedimentary rock are conglomerate, formed from gravel;

sandstone, formed from sand; shale, formed from clay; and limestone, formed

from soft masses of calcium carbonate. There are many intermediate types.

Some wind-deposited sand is consolidated into sandstone.

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.

Semiconsolidated sedimentary beds. Soft geologic sediments that disperse when

fragments are placed in water. The fragments are hard or very hard when dry.

Determining the texture by the usual field method is difficult.

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 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.

Silica. A combination of silicon and oxygen. The mineral form is called quartz.

Silt. As a soil separate, individual mineral particles that range in diameter from the

upper limit of clay (0.002 millimeter) to the lower limit of very fine sand (0.05

millimeter). As a soil textural class, soil that is 80 percent or more silt and less

than 12 percent clay.

Siltstone. Sedimentary rock made up of dominantly silt-sized particles.

Similar soils. Soils that share limits of diagnostic criteria, behave and perform in a

similar manner, and have similar conservation needs or management

requirements for the major land uses in the survey area.

Sinkhole. A depression in the landscape where limestone has been dissolved.

Slickensides. Polished and grooved surfaces produced by one mass sliding past

another. In soils, slickensides may occur at the bases of slip surfaces on the

steeper slopes; on faces of blocks, prisms, and columns; and in swelling clayey

soils, where there is marked change in moisture content.

Slick spot. A small area of soil having a puddled, crusted, or smooth surface and an

excess of exchangeable sodium. The soil generally is silty or clayey, is slippery

when wet, and is low in productivity.

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,
Harper County, Oklahoma 631

a slope of 20 percent is a drop of 20 feet in 100 feet of horizontal distance. In this

survey the following slope classes are recognized:

Nearly level ........................................... 0 to 1 percent

Very gently sloping ............................... 1 to 3 percent

Gently sloping ....................................... 3 to 5 percent

Moderately sloping ............................... 5 to 8 percent

Strongly sloping .................................. 8 to 12 percent

Moderately steep .............................. 12 to 20 percent

Steep ................................................. 20 to 45 percent

Very steep ................................ 45 percent and higher

Classes for complex slopes are as follows:

Nearly level ........................................... 0 to 3 percent

Gently undulating.................................. 1 to 5 percent

Undulating ............................................. 1 to 8 percent

Gently rolling ....................................... 5 to 12 percent

Rolling ................................................. 5 to 15 percent

Hilly ..................................................... 8 to 30 percent

Steep ................................................. 20 to 45 percent

Very steep ................................ 45 percent and higher

Slope (in tables). Slope is great enough that special practices are required to ensure

satisfactory performance of the soil for a specific use.

Slow refill (in tables). The slow filling of ponds, resulting from restricted permeability

in the soil.

Sodic (alkali) soil. A soil having so high a degree of alkalinity (pH 8.5 or higher) or so

high a percentage of exchangeable sodium (15 percent or more of the total

exchangeable bases), or both, that plant growth is restricted.

Sodicity. The degree to which a soil is affected by exchangeable sodium. Sodicity is

expressed as a sodium adsorption ratio (SAR) of a saturation extract, or the ratio

of Na+ to Ca++ plus Mg++. The degrees of sodicity and their respective ratios are:

Slight ..................................................... less than 13:1

Moderate ......................................................13 to 30:1

Strong.................................................. more than 30:1

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 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.
632 Soil Survey

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.

Stone line. A concentration of coarse fragments in a soil. Generally, it is indicative of

an old weathered surface. In a cross section, the line may be one fragment or

more thick. It generally overlies material that weathered in place and is overlain

by recent sediment of variable thickness.

Stones. Rock fragments 10 to 24 inches (25 to 60 centimeters) in diameter if rounded

or 15 to 24 inches (38 to 60 centimeters) in length if flat.

Stony. Refers to a soil containing stones in numbers that interfere with or prevent

tillage.

Stratified. Arranged in strata, or layers. The term refers to geologic material. Layers in

soils that result from the processes of soil formation are called horizons; those

inherited from the parent material are called strata.

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 piracy. The natural diversion of one stream into the channel of another,

commonly by a process of erosion.

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 soil blowing and water erosion.

Structure, soil. The arrangement of primary soil particles into compound particles

or aggregates. The principal forms of soil structure are: platy (laminated),

prismatic (vertical axis of aggregates longer than horizontal), columnar

(prisms with rounded tops), blocky (angular or subangular), and granular.

Structureless soils are either single grain (each grain by itself, as in dune

sand) or massive (the particles adhering without any regular cleavage, as in

many hardpans).

Stubble mulch. Stubble or other crop residue left on the soil or partly worked into the

soil. It protects the soil from wind erosion and water erosion after harvest, during

preparation of a seedbed for the next crop, and during the early growing period of

the new crop.

Subsoil. Technically, the B horizon; roughly, the part of the solum below plow depth.

Subsoiling. Tilling a soil below normal plow depth, ordinarily to shatter a hardpan or

claypan.

Substratum. The part of the soil below the solum.

Subsurface layer. 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.

Summer fallow. The tillage of uncropped land during the summer to control weeds

and allow storage of moisture in the soil for the growth of a later crop. A practice

common in semiarid regions, where annual precipitation is not enough to produce

a crop every year. Summer fallow is frequently practiced before planting winter

grain.
Harper County, Oklahoma 633

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.

Tailwater. The water directly downstream of a structure.

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 is

generally built so that the field can be farmed. A terrace intended mainly for

drainage has a deep channel that is maintained in permanent sod.

Terrace (geologic). An old alluvial plain, ordinarily flat or undulating, bordering a

river, a lake, or the sea.

Texture, soil. The relative proportions of sand, silt, and clay particles in a mass of

soil. The basic textural classes, in order of increasing proportion of fine particles,

are sand, loamy sand, sandy loam, loam, silt loam, silt, sandy clay loam, clay

loam, silty clay loam, sandy clay, silty clay, and clay. The sand, loamy sand, and

sandy loam classes may be further divided by specifying “coarse,” “fine,” or “very

fine.”

Thin layer (in tables). Otherwise suitable soil material 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 foot slope.

Topsoil. The upper part of the soil, which is the most favorable material for plant

growth. It is ordinarily rich in organic matter and is used to topdress roadbanks,

lawns, and land affected by mining.

Trace elements. Chemical elements, for example, zinc, cobalt, manganese, copper,

and iron, in soils in extremely small amounts. They are essential to plant growth.

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 terrace surface that was cut or built by stream or wave

action.

Underfit. Greatly reduced in volume and therefore in ability to erode or transport as a

consequence of stream piracy.

Upland (geology). 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. Alluvium deposited by heavily loaded streams.

Variegation. Refers to patterns of contrasting colors assumed to be inherited from

the parent material rather than to be the result of poor drainage.

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.

Well graded. Refers to soil material consisting of coarse grained particles that are

well distributed over a wide range in size or diameter. Such soil normally can be

easily increased in density and bearing properties by compaction. Contrasts with

poorly graded soil.

Wilting point (or permanent wilting point). The moisture content of soil, on an

ovendry basis, at which a plant (specifically a sunflower) wilts so much that it

does not recover when placed in a humid, dark chamber.
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