Soil Survey of Murray and Whitfield Counties, Georgia

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Engineering Properties—Continued ______________________________________________________________________________________________________________________________________ | | | _________________________________________ Classification | Fragments | Percentage passing | | Map symbol | Depth | USDA texture | | | | ___________________________ sieve number-- |Liquid| Plasand soil name | | | | | >10 | 3-10 | | | | |limit |ticity ______________________________________________________________________________________________________________________________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index | In | | | | Pct | Pct | | | | | Pct | | | | | | | | | | | | | DeD: | | | | | | | | | | | | Dewey-----------| 0-8 |Silt loam |ML |A-4 | 0 | 0-3 |85-100|80-100|70-100|55-90 |22-41 | 2-9 | 8-14 |Silty clay, clay |MH, ML |A-6 | 0 | 0-3 |85-100|80-100|70-100|60-95 |40-59 |14-18 | 14-60 |Clay, silty clay |ML, MH |A-7-6, A-6 | 0 | 0-3 |85-100|80-100|70-100|60-95 |40-67 |14-22 | | | | | | | | | | | | DoA: | | | | | | | | | | | | Docena----------| 0-3 |Silt loam |ML |A-4 | 0 | 0 |90-100|80-100|70-100|55-90 |21-39 | 3-11 | 3-7 |Silt loam |ML, CL-ML, CL|A-4 | 0 | 0 |90-100|80-100|70-100|55-90 |21-37 | 3-11 | 7-44 |Silt loam, silty clay |ML, CL |A-4, A-6 | 0 | 0 |98-100|80-100|70-100|55-95 |29-47 | 7-16 | | loam | | | | | | | | | | | 44-60 |Silty clay loam, clay |ML |A-4, A-6 | 0 | 0 |98-100|80-100|70-100|55-95 |37-50 | 6-18 | | loam | | | | | | | | | | | | | | | | | | | | | | Ketona----------| 0-7 |Silt loam |CL |A-6 | 0 | 0 |95-100|95-100|85-100|65-90 |30-42 |11-16 | 7-22 |Silty clay, silty clay |CL, CH |A-7-6 | 0 | 0 |85-100|80-100|75-100|70-95 |46-70 |22-39 | | loam | | | | | | | | | | | 22-64 |Clay, silty clay |CL, CH |A-7-6 | 0 | 0 |90-100|85-100|75-100|65-95 |49-69 |25-39 | | | | | | | | | | | | DsB: | | | | | | | | | | | | Docena----------| 0-3 |Silt loam |ML |A-4 | 0 | 0 |90-100|80-100|70-100|55-90 |21-39 | 3-11 | 3-7 |Silt loam |CL-ML, CL, ML|A-4 | 0 | 0 |90-100|80-100|70-100|55-90 |21-37 | 3-11 | 7-44 |Silt loam, silty clay |ML, CL |A-4, A-6 | 0 | 0 |98-100|80-100|70-100|55-95 |29-47 | 7-16 | | loam | | | | | | | | | | | 44-60 |Silty clay loam, clay |ML |A-4, A-6 | 0 | 0 |98-100|80-100|70-100|55-95 |37-50 | 6-18 | | loam | | | | | | | | | | | | | | | | | | | | | | Conasauga-------| 0-3 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|80-100|75-90 |21-39 | 2-13 | 3-6 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100|65-90 |21-39 | 2-13 | 6-34 |Silty clay loam, silty |CL, CH |A-6, A-7-6 | 0 | 0 |95-100|90-100|85-100|80-95 |38-68 |16-39 | | clay | | | | | | | | | | | 34-38 |Silty clay loam |CL |A-6 | 0 | 0 |80-100|75-100|70-100|65-95 |37-48 |16-23 | 38-60 |Bedrock | | | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | Ketona----------| 0-7 |Silt loam |CL |A-6 | 0 | 0 |95-100|95-100|85-100|65-90 |30-42 |11-16 | 7-22 |Silty clay, silty clay |CH, CL |A-7-6 | 0 | 0 |85-100|80-100|75-100|70-95 |46-70 |22-39 | | loam | | | | | | | | | | | 22-64 |Clay, silty clay |CH, CL |A-7-6 | 0 | 0 |90-100|85-100|75-100|65-95 |49-69 |25-39 | | | | | | | | | | | | Du: | | | | | | | | | | | | Dumps-----------| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | 404 Soil Survey
Engineering Properties—Continued ______________________________________________________________________________________________________________________________________ | | | _________________________________________ Classification | Fragments | Percentage passing | | Map symbol | Depth | USDA texture | | | | ___________________________ sieve number-- |Liquid| Plasand soil name | | | | | >10 | 3-10 | | | | |limit |ticity ______________________________________________________________________________________________________________________________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 | 200 | |index | In | | | | Pct | Pct | | | | | Pct | | | | | | | | | | | | | EdF: | | | | | | | | | | | | Edneytown-------| 0-7 |Loam |SC-SM, ML |A-4 | 0-5 | 0-20 |75-100|70-100|60-95 |40-75 |20-33 | 1-6 | 7-10 |Loam, loamy fine sand, |SC-SM, ML |A-1, A-4, A- | 0-5 | 0-20 |75-100|70-100|40-95 |20-75 |19-31 | 1-6 | | sandy loam, fine sandy | | 2-4 | | | | | | | | | | loam, gravelly loam | | | | | | | | | | | 10-35 |Sandy clay loam, clay |CL, CL-ML, |A-2-4, A-6 | 0-1 | 0-10 |90-100|85-100|60-100|30-80 |25-45 | 6-16 | | loam, fine sandy loam | SC, SC-SM | | | | | | | | | | 35-45 |Sandy loam, sandy clay |ML, SC-SM |A-2-4, A-4 | 0-1 | 0-10 |90-100|85-100|50-90 |25-55 |21-32 | 3-8 | | loam | | | | | | | | | | | 45-60 |Loam, fine sandy loam, |CL-ML, SC-SM |A-1, A-4, A- | 0-1 | 0-10 |90-100|85-100|40-95 |15-75 |15-27 |NP-6 | | loamy sand, sandy loam,| | 2-4 | | | | | | | | | | coarse sandy loam | | | | | | | | | | | | | | | | | | | | | | EdG: | | | | | | | | | | | | Edneytown-------| 0-7 |Loam |SC-SM, ML |A-4 | 0-5 | 0-20 |75-100|70-100|60-95 |40-75 |20-33 | 1-6 | 7-10 |Loam, loamy fine sand, |SC-SM, ML |A-1, A-4, A- | 0-5 | 0-20 |75-100|70-100|40-95 |20-75 |19-31 | 1-6 | | sandy loam, fine sandy | | 2-4 | | | | | | | | | | loam, gravelly loam | | | | | | | | | | | 10-35 |Sandy clay loam, clay |SC-SM, SC, |A-2-4, A-6 | 0-1 | 0-10 |90-100|85-100|60-100|30-80 |25-45 | 6-16 | | loam, fine sandy loam | CL-ML, CL | | | | | | | | | | 35-45 |Sandy loam, sandy clay |ML, SC-SM |A-2-4, A-4 | 0-1 | 0-10 |90-100|85-100|50-90 |25-55 |21-32 | 3-8 | | loam | | | | | | | | | | | 45-60 |Loam, fine sandy loam, |CL-ML, SC-SM |A-1, A-4, A- | 0-1 | 0-10 |90-100|85-100|40-95 |15-75 |15-27 |NP-6 | | loamy sand, sandy loam,| | 2-4 | | | | | | | | | | coarse sandy loam | | | | | | | | | | | | | | | | | | | | | | EnB: | | | | | | | | | | | | Enders----------| 0-6 |Silt loam |CL, CL-ML, |A-4, A-6 | 0-5 | 0-15 |70-100|60-100|55-100|45-90 |22-43 | 4-15 | | | SC, SC-SM | | | | | | | | | | 6-10 |Fine sandy loam, silt |CL, SC |A-6, A-2-4 | 0 | 0-15 |75-100|65-100|45-100|20-95 |27-47 | 8-22 | | loam, silty clay loam, | | | | | | | | | | | | gravelly sandy clay | | | | | | | | | | | | loam | | | | | | | | | | | 10-27 |Channery clay loam, clay|CH, CL, SC |A-7-6 | 0 | 0-15 |70-100|60-100|55-100|45-95 |45-69 |22-39 | | loam, silty clay loam, | | | | | | | | | | | | clay, gravelly silty | | | | | | | | | | | | clay loam | | | | | | | | | | | 27-43 |Clay loam, clay, silty |CH, CL |A-7-6 | 0 | 0-35 |85-100|85-100|75-100|60-95 |41-61 |18-32 | | clay, gravelly silty | | | | | | | | | | | | clay, channery clay | | | | | | | | | | | 43-60 |Bedrock | | | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | Murray and Whitfield Counties, Georgia 405
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United States Department of Agricul
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ii National Cooperative Soil Survey
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CkE—Cataska channery silt loam, 5
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WnB—Waynesboro sandy loam, 2 to 6
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Prime Farmland and Other Important
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Soil Survey of Murray and Whitfield
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Murray and Whitfield Counties, Geor
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General Soil Map Units The general
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24 Soil Survey Soils that have prof
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26 Soil Survey Available water capa
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30 Soil Survey 14 to 51 inches—re
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32 Soil Survey Subsoil: 13 to 18 in
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34 Soil Survey BoE—Bodine very gr
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36 Soil Survey Recreational develop
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38 Soil Survey Woodland Potential p
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40 Soil Survey Suitability to pastu
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42 Soil Survey Use and Management L
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44 Soil Survey 32 to 54 inches—da
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46 Soil Survey Management concerns:
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50 Soil Survey 20 to 28 inches—ye
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52 Soil Survey Land capability clas
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54 Soil Survey Urban development Su
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56 Soil Survey Woodland Potential p
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58 Soil Survey EdF—Edneytown loam
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60 Soil Survey Management concerns:
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62 Soil Survey Capshaw, Conasauga,
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64 Soil Survey Soil Properties and
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66 Soil Survey Subsoil: 3 to 6 inch
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68 Soil Survey Flooding: None Slope
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70 Soil Survey HcB—Hanceville loa
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72 Soil Survey HcE—Hanceville loa
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74 Soil Survey HrF—Hector-Townley
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76 Soil Survey Minor Components Alb
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80 Soil Survey Soil Properties and
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82 Soil Survey Underlying material:
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84 Soil Survey Land capability clas
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86 Soil Survey Suitability to hay:
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88 Soil Survey Urban land Urban lan
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90 Soil Survey Typical Profile Mont
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92 Soil Survey Soils that have bedr
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94 Soil Survey Permeability: Modera
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96 Soil Survey Subsurface layer: 5
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98 Soil Survey NeE—Nella gravelly
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100 Soil Survey Woodland Potential
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102 Soil Survey PaE—Panama very g
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104 Soil Survey Recreational develo
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106 Soil Survey SaA—Sequatchie lo
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110 Soil Survey 12 to 40 inches—y
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112 Soil Survey Root zone: Shack—
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114 Soil Survey Substratum: 45 to 5
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116 Soil Survey Subsoil: 7 to 16 in
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118 Soil Survey Surface layer: 0 to
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120 Soil Survey Flooding: None Slop
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122 Soil Survey Land capability cla
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124 Soil Survey Urban development S
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126 Soil Survey Preferred trees to
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128 Soil Survey WaA—Wax fine sand
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130 Soil Survey Preferred trees to
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134 Soil Survey Cropland, hayland,
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136 Soil Properties and Qualities D
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138 Soil Survey on the use and the
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140 Soil Survey are grouped accordi
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142 Soil Survey Virgin forest once
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144 Soil Survey In the tables descr
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146 Soil Survey observed in the soi
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148 Soil Survey Local roads and str
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150 Soil Survey The ratings are bas
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Soil Properties 153 Data relating t
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160 Soil Survey series. A pedon, a
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162 Soil Survey Parent material: Co
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164 Soil Survey pale brown (10YR 6/
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166 Soil Survey A or Ap horizon: Co
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168 Soil Survey Depth to seasonal h
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170 Soil Survey coarse irregular so
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172 Soil Survey BC horizon (where p
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174 Soil Survey Slope range: 0 to 5
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178 Soil Survey Capshaw soils, whic
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180 Soil Survey medium, and few coa
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182 Soil Survey Depth to hard bedro
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184 Soil Survey Guthrie Series Majo
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186 Soil Survey Typical Pedon Hance
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188 Soil Survey Parent material: Lo
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190 Soil Survey roots and common co
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192 Soil Survey Slope range: 0 to 2
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194 Soil Survey R—39 inches; hard
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196 Soil Survey Depth class: Shallo
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198 Soil Survey Bt horizon: Color
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200 Soil Survey Panama Series Major
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202 Soil Survey topographic quadran
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204 Soil Survey medium subangular b
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206 Soil Survey E horizon (where pr
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208 Soil Survey Shelocta Series Maj
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210 Soil Survey fine, fine, medium,
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212 Soil Survey Geographically Asso
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216 Soil Survey Typical Pedon Wax f
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218 Soil Survey Range in Characteri
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Formation of the Soils This section
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References American Association of
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Glossary 227 Many of the terms rela
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Temperature and Precipitation (Reco
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244 Soil Survey Acreage and Proport
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246 Soil Survey Acreage and Proport
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248 Soil Survey Nonirrigated Yields
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254 Soil Survey Prime Farmland and
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256 Soil Survey Forestland Producti
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270 Soil Survey Log Landings, Hazar
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282 Soil Survey Forestland Planting
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296 Soil Survey Camp Areas and Picn
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308 Soil Survey Playgrounds and Pat
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322 Soil Survey Dwellings (The info
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324 Soil Survey Dwellings—Continu
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336 Soil Survey Roads and Streets a
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350 Soil Survey Sewage Disposal (Th
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352 Soil Survey Sewage Disposal—C
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Page 380 and 381: 368 Soil Survey Source of Sand, Roa
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Page 410 and 411: Engineering Properties—Continued
Page 440 and 441: 428 Soil Survey Physical and Chemic
Page 454 and 455: 442 Soil Survey Water Features (Dep
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Page 464 and 465: 452 Soil Survey Soil Features—Con
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454 Soil Survey Soil Features—Con
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456 Soil Survey Soil Features—Con
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NRCS Accessibility Statement The Na
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Soil Survey of Murray and Whitfield Counties, Georgia

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