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Soil Survey of Murray and Whitfield Counties, Georgia

Soil Survey of Murray and Whitfield Counties, Georgia

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<strong>Murray</strong> <strong>and</strong> <strong>Whitfield</strong> <strong>Counties</strong>, <strong>Georgia</strong> 373<br />

Source <strong>of</strong> S<strong>and</strong>, Roadfill, <strong>and</strong> Topsoil—Continued<br />

_______________________________________________________________________________________________________<br />

| | |<br />

Map symbol | Potential source <strong>of</strong> | Potential source <strong>of</strong> | Potential source <strong>of</strong><br />

<strong>and</strong> soil name | ________________________________________________________________________________<br />

s<strong>and</strong> | roadfill | topsoil<br />

| Rating class <strong>and</strong> |Value| Rating class <strong>and</strong> |Value| Rating class <strong>and</strong> |Value<br />

_______________________________________________________________________________________________________<br />

| limiting features | | limiting features | | limiting features |<br />

| | | | | |<br />

FtE: | | | | | |<br />

Fullerton------------|Poor | |Fair | |Poor |<br />

| Thickest layer |0.00 | Slope |0.08 | Slope |0.00<br />

| Bottom layer |0.00 | Low strength |0.50 | Too clayey |0.00<br />

| | | Shrink-swell |0.87 | Rock fragments |0.00<br />

| | | | | Too acid |0.88<br />

| | | | | Hard to reclaim |0.92<br />

| | | | | (rock fragments) |<br />

| | | | | |<br />

FtF: | | | | | |<br />

Fullerton------------|Poor | |Poor | |Poor |<br />

| Thickest layer |0.00 | Slope |0.00 | Slope |0.00<br />

| Bottom layer |0.00 | Low strength |0.50 | Too clayey |0.00<br />

| | | Shrink-swell |0.87 | Rock fragments |0.00<br />

| | | | | Too acid |0.88<br />

| | | | | Hard to reclaim |0.92<br />

| | | | | (rock fragments) |<br />

| | | | | |<br />

FuE: | | | | | |<br />

Fullerton------------|Poor | |Fair | |Poor |<br />

| Thickest layer |0.00 | Slope |0.08 | Slope |0.00<br />

| Bottom layer |0.00 | Low strength |0.50 | Too clayey |0.00<br />

| | | Shrink-swell |0.87 | Rock fragments |0.00<br />

| | | | | Too acid |0.88<br />

| | | | | Hard to reclaim |0.92<br />

| | | | | (rock fragments) |<br />

| | | | | |<br />

Urban l<strong>and</strong>-----------|Not Rated | |Not rated | |Not Rated |<br />

| | | | | |<br />

| | | | | |<br />

GrA: | | | | | |<br />

Guthrie--------------|Poor | |Poor | |Poor |<br />

| Thickest layer |0.00 | Wetness depth |0.00 | Wetness depth |0.00<br />

| Bottom layer |0.00 | Depth to cemented |0.00 | Depth to cemented |0.16<br />

| | | pan | | pan |<br />

| | | Low strength |0.00 | Too clayey |0.35<br />

| | | | | |<br />

HcB: | | | | | |<br />

Hanceville-----------|Poor | |Poor | |Poor |<br />

| Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00<br />

| Bottom layer |0.00 | Shrink-swell |0.87 | Too acid |0.88<br />

| | | | | |<br />

HcD: | | | | | |<br />

Hanceville-----------|Poor | |Poor | |Poor |<br />

| Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00<br />

| Bottom layer |0.00 | Shrink-swell |0.87 | Slope |0.63<br />

| | | | | Too acid |0.88<br />

| | | | | |<br />

HcE: | | | | | |<br />

Hanceville-----------|Poor | |Poor | |Poor |<br />

| Thickest layer |0.00 | Low strength |0.00 | Slope |0.00<br />

| Bottom layer |0.00 | Slope |0.08 | Too clayey |0.00<br />

| | | Shrink-swell |0.87 | Too acid |0.88<br />

| | | | | |<br />

HnC: | | | | | |<br />

Hanceville-----------|Poor | |Poor | |Poor |<br />

| Thickest layer |0.00 | Low strength |0.00 | Too clayey |0.00<br />

| Bottom layer |0.00 | Shrink-swell |0.87 | Too acid |0.88<br />

| | | | | Slope |0.96<br />

| | | | | |<br />

Urban l<strong>and</strong>-----------|Not Rated | |Not rated | |Not Rated |<br />

| | | | | |

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