Soil Survey of Murray and Whitfield Counties, Georgia

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372 Soil Survey Source of Sand, Roadfill, and Topsoil—Continued _______________________________________________________________________________________________________ | | | Map symbol | Potential source of | Potential source of | Potential source of and soil name | ________________________________________________________________________________ sand | roadfill | topsoil | Rating class and |Value| Rating class and |Value| Rating class and |Value _______________________________________________________________________________________________________ | limiting features | | limiting features | | limiting features | | | | | | | EdF: | | | | | | Edneytown------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Slope |0.00 | Slope |0.00 | Bottom layer |0.00 | | | Too clayey |0.59 | | | | | Too acid |0.76 | | | | | Rock fragments |0.99 | | | | | | EdG: | | | | | | Edneytown------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Slope |0.00 | Slope |0.00 | Bottom layer |0.00 | | | Too clayey |0.59 | | | | | Too acid |0.76 | | | | | Rock fragments |0.99 | | | | | | EnB: | | | | | | Enders---------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00 | Bottom layer |0.00 | Depth to bedrock |0.07 | Hard to reclaim |0.88 | | | Shrink-swell |0.12 | (rock fragments) | | | | | | Too acid |0.88 | | | | | Rock fragments |0.99 | | | | | | EnD: | | | | | | Enders---------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00 | Bottom layer |0.00 | Depth to bedrock |0.07 | Slope |0.63 | | | Shrink-swell |0.12 | Hard to reclaim |0.88 | | | | | (rock fragments) | | | | | | Too acid |0.88 | | | | | Rock fragments |0.99 | | | | | | EuC: | | | | | | Enders---------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00 | Bottom layer |0.00 | Depth to bedrock |0.07 | Hard to reclaim |0.88 | | | Shrink-swell |0.12 | (rock fragments) | | | | | | Too acid |0.88 | | | | | Slope |0.96 | | | | | Rock fragments |0.99 | | | | | | Urban land-----------|Not Rated | |Not rated | |Not Rated | | | | | | | | | | | | | FtB: | | | | | | Fullerton------------|Poor | |Fair | |Poor | | Thickest layer |0.00 | Low strength |0.50 | Too clayey |0.00 | Bottom layer |0.00 | Shrink-swell |0.87 | Rock fragments |0.00 | | | | | Too acid |0.88 | | | | | Hard to reclaim |0.92 | | | | | (rock fragments) | | | | | | | FtD: | | | | | | Fullerton------------|Poor | |Fair | |Poor | | Thickest layer |0.00 | Low strength |0.50 | Too clayey |0.00 | Bottom layer |0.00 | Shrink-swell |0.87 | Rock fragments |0.00 | | | | | Slope |0.63 | | | | | Too acid |0.88 | | | | | Hard to reclaim |0.92 | | | | | (rock fragments) | | | | | | |
Murray and Whitfield Counties, Georgia 373 Source of Sand, Roadfill, and Topsoil—Continued _______________________________________________________________________________________________________ | | | Map symbol | Potential source of | Potential source of | Potential source of and soil name | ________________________________________________________________________________ sand | roadfill | topsoil | Rating class and |Value| Rating class and |Value| Rating class and |Value _______________________________________________________________________________________________________ | limiting features | | limiting features | | limiting features | | | | | | | FtE: | | | | | | Fullerton------------|Poor | |Fair | |Poor | | Thickest layer |0.00 | Slope |0.08 | Slope |0.00 | Bottom layer |0.00 | Low strength |0.50 | Too clayey |0.00 | | | Shrink-swell |0.87 | Rock fragments |0.00 | | | | | Too acid |0.88 | | | | | Hard to reclaim |0.92 | | | | | (rock fragments) | | | | | | | FtF: | | | | | | Fullerton------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Slope |0.00 | Slope |0.00 | Bottom layer |0.00 | Low strength |0.50 | Too clayey |0.00 | | | Shrink-swell |0.87 | Rock fragments |0.00 | | | | | Too acid |0.88 | | | | | Hard to reclaim |0.92 | | | | | (rock fragments) | | | | | | | FuE: | | | | | | Fullerton------------|Poor | |Fair | |Poor | | Thickest layer |0.00 | Slope |0.08 | Slope |0.00 | Bottom layer |0.00 | Low strength |0.50 | Too clayey |0.00 | | | Shrink-swell |0.87 | Rock fragments |0.00 | | | | | Too acid |0.88 | | | | | Hard to reclaim |0.92 | | | | | (rock fragments) | | | | | | | Urban land-----------|Not Rated | |Not rated | |Not Rated | | | | | | | | | | | | | GrA: | | | | | | Guthrie--------------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Wetness depth |0.00 | Wetness depth |0.00 | Bottom layer |0.00 | Depth to cemented |0.00 | Depth to cemented |0.16 | | | pan | | pan | | | | Low strength |0.00 | Too clayey |0.35 | | | | | | HcB: | | | | | | Hanceville-----------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00 | Bottom layer |0.00 | Shrink-swell |0.87 | Too acid |0.88 | | | | | | HcD: | | | | | | Hanceville-----------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00 | Bottom layer |0.00 | Shrink-swell |0.87 | Slope |0.63 | | | | | Too acid |0.88 | | | | | | HcE: | | | | | | Hanceville-----------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Slope |0.00 | Bottom layer |0.00 | Slope |0.08 | Too clayey |0.00 | | | Shrink-swell |0.87 | Too acid |0.88 | | | | | | HnC: | | | | | | Hanceville-----------|Poor | |Poor | |Poor | | Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00 | Bottom layer |0.00 | Shrink-swell |0.87 | Too acid |0.88 | | | | | Slope |0.96 | | | | | | Urban land-----------|Not Rated | |Not rated | |Not Rated | | | | | | |
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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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Page 334 and 335: 322 Soil Survey Dwellings (The info
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Engineering Properties—Continued
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428 Soil Survey Physical and Chemic
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442 Soil Survey Water Features (Dep
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444 Soil Survey Water Features—Co
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450 Soil Survey Soil Features (See
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452 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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