Soil Survey of Coosa County, Alabama
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| | | | | | Fruithurst----------|Somewhat limited | |Somewhat limited | |Very limited | | Slope |0.37 | Depth to soft |0.46 | Slope |1.00 | | | bedrock | | | | | | Slope |0.37 | | | | | | | | TfE2: | | | | | | Tallapoosa----------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | Depth to soft |0.50 | Depth to soft |1.00 | Depth to soft |1.00 | bedrock | | bedrock | | bedrock | | | | | | | Fruithurst----------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | | | Depth to soft |0.46 | | | | | bedrock | | | | | | | | | 228 Soil Survey Table 12a.—Building Site Development (Part 1)—Continued ___________________________________________________________________________________________________ | | | Map symbol | Dwellings without | Dwellings with | Small commercial and soil name | basements | basements | buildings _____________________________________________________________________________ | Rating class and |Value| Rating class and |Value| Rating class and |Value | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________ | | | | | | ToA: | | | | | | Toccoa--------------|Very limited | |Very limited | |Very limited | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00 | | | Depth to |0.73 | | | | | saturated zone | | | | | | | | | TwD: | | | | | | Townley-------------|Somewhat limited | |Somewhat limited | |Very limited | | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00 | Slope |0.16 | Depth to soft |0.46 | Shrink-swell |0.50 | | | bedrock | | | | | | Slope |0.16 | | | | | | | | TxE: | | | | | | Townley-------------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50 | | | Depth to soft |0.46 | | | | | bedrock | | | | | | | | | Montevallo----------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | Depth to soft |0.50 | Depth to soft |1.00 | Depth to soft |1.00 | bedrock | | bedrock | | bedrock | | | | | | | WeC2: | | | | | | Wedowee-------------|Not limited | |Not limited | |Somewhat limited | | | | | | Slope |0.88 | | | | | | WeD2: | | | | | | Wedowee-------------|Somewhat limited | |Somewhat limited | |Very limited | | Slope |0.84 | Slope |0.84 | Slope |1.00 | | | | | | WfE: | | | | | | Wedowee-------------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | | | | | | WhA: | | | | | | Wehadkee------------|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 | | | | | | | WkB: | | | | | | Wickham-------------|Very limited | |Very limited | |Very limited | | Flooding |1.00 | Flooding |1.00 | Flooding |1.00 | | | | | | WnE: | | | | | | Wynott--------------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00 | | | Depth to soft |0.01 | | | | | bedrock | | | | | | | | | Wilkes--------------|Very limited | |Very limited | |Very limited | | Slope |1.00 | Slope |1.00 | Slope |1.00 | Shrink-swell |0.50 | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |0.50 | bedrock | | bedrock | | bedrock | | Shrink-swell |0.50 | Shrink-swell |0.50 | | | | | | Coosa County, Alabama 229 Table 12a.—Building Site Development (Part 1)—Continued ___________________________________________________________________________________________________ | | | Map symbol | Dwellings without | Dwellings with | Small commercial and soil name | basements | basements | buildings _____________________________________________________________________________ | Rating class and |Value| Rating class and |Value| Rating class and |Value | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________ | | | | | | WyD: | | | | | | Wynott--------------|Very limited | |Very limited | |Very limited | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00 | Slope |0.16 | Slope |0.16 | Slope |1.00 | | | Depth to soft |0.01 | | | | | bedrock | | | | | | | | | Winnsboro-----------|Very limited | |Very limited | |Very limited | | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00 | Slope |0.16 | Slope |0.16 | Slope |1.00 | | | | | | ___________________________________________________________________________________________________ 230 Soil Survey Table 12b .—Building Site Development (Part 2) (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 | Local roads and | Shallow excavations | Lawns and landscaping and soil name | streets | | _____________________________________________________________________________ | Rating class and |Value| Rating class and |Value| Rating class and |Value | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________ | | | | | | AcB: | | | | | | Alcovy--------------|Somewhat limited | |Very limited | |Somewhat limited | | Low strength |0.22 | Depth to |1.00 | Depth to |0.19 | Depth to |0.19 | saturated zone | | saturated zone | | saturated zone | | Cutbanks cave |0.10 | Gravel content |0.01 | | | | | | AlC2: | | | | | | Allen---------------|Not limited | |Very limited | |Somewhat limited | | | | Cutbanks cave |1.00 | Gravel content |0.12 | | | | | | AtB: | | | | | | Altavista-----------|Somewhat limited | |Very limited | |Somewhat limited | | Low strength |0.78 | Depth to |1.00 | Depth to |0.19 | Flooding |0.40 | saturated zone | | saturated zone | | Depth to |0.19 | Cutbanks cave |0.10 | | | saturated zone | | | | | | | | | | | BdB2: | | | | | | Badin---------------|Very limited | |Somewhat limited | |Somewhat limited | | Low strength |1.00 | Depth to soft |0.64 | Depth to bedrock |0.65 | | | bedrock | | | | | | Cutbanks cave |0.10 | | | | | | | | Tatum---------------|Very limited | |Somewhat limited | |Somewhat limited | | Low strength |1.00 | Cutbanks cave |0.10 | Gravel content |0.32 | Shrink-swell |0.50 | | | | | | | | | | Tallapoosa----------|Very limited | |Very limited | |Very limited | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00 | bedrock | | bedrock | | Droughty |0.70 | Low strength |1.00 | Cutbanks cave |0.10 | Gravel content |0.08 | | | | | | BfC: | | | | | | Badin---------------|Very limited | |Somewhat limited | |Somewhat limited | | Low strength |1.00 | Depth to soft |0.64 | Depth to bedrock |0.65 | | | bedrock | | | | | | Cutbanks cave |0.10 | | | | | | | | Tallapoosa----------|Very limited | |Very limited | |Very limited | | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00 | bedrock | | bedrock | | Droughty |0.70 | Low strength |1.00 | Cutbanks cave |0.10 | Gravel content |0.08 | | | | | | Fruithurst----------|Very limited | |Somewhat limited | |Somewhat limited | | Low strength |1.00 | Depth to soft |0.46 | Depth to bedrock |0.46 | | | bedrock | | Gravel content |0.05 | | | Cutbanks cave |0.10 | | | | | | | | BmD2: | | | | | | Bethlehem-----------|Somewhat limited | |Somewhat limited | |Somewhat limited | | Frost action |0.50 | Depth to soft |0.46 | Depth to bedrock |0.46 | Slope |0.37 | bedrock | | Slope |0.37 | Low strength |0.10 | Slope |0.37 | Gravel content |0.04 | | | Too clayey |0.28 | Droughty |0.01 | | | Cutbanks cave |0.10 | Large stones |0.01 | | | | | content | | | | | | | Coosa County, Alabama 231 Table 12b.—Building Site Development (Part 2)—Continued ___________________________________________________________________________________________________ | | | Map symbol | Local roads and | Shallow excavations | Lawns and landscaping and soil name | streets | | _____________________________________________________________________________ | Rating class and |Value| Rating class and |Value| Rating class and |Value | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________ | | | | | | Madison-------------|Somewhat limited | |Somewhat limited | |Somewhat limited | | Slope |0.16 | Slope |0.16 | Slope |0.16 | Low strength |0.02 | Cutbanks cave |0.10 | | | | | | | | CeB2: | | | | | | Cecil---------------|Somewhat limited | |Somewhat limited | |Not limited | | Low strength |0.10 | Too clayey |0.27 | | | | | Cutbanks cave |0.10 | | | | | | | | CeC2: | | | | | | Cecil---------------|Somewhat limited | |Somewhat limited | |Somewhat limited | | Low strength |0.10 | Too clayey |0.27 | Slope |0.01 | Slope |0.01 | Cutbanks cave |0.10 | | | | | Slope |0.01 | | | | | | | | ChA: | | | | | | Chewacla------------|Very limited | |Very limited | |Very limited | | Flooding |1.00 | Depth to |1.00 | Flooding |1.00 | Low strength |1.00 | saturated zone | | Depth to |0.99 | Depth to |0.99 | Flooding |0.80 | saturated zone | | saturated zone | | Cutbanks cave |0.10 | | | | | | | | Cartecay------------|Very limited | |Very limited | |Very limited | | Flooding |1.00 | Depth to |1.00 | Flooding |1.00 | Depth to |0.99 | saturated zone | | Depth to |0.99 | saturated zone | | Cutbanks cave |1.00 | saturated zone | | | | Flooding |0.80 | | | | | | | | Toccoa--------------|Very limited | |Somewhat limited | |Very limited | | Flooding |1.00 | Flooding |0.80 | Flooding |1.00 | | | Depth to |0.73 | | | | | saturated zone | | | | | | Cutbanks cave |0.10 | | | | | | | | DaB: | | | | | | Download 4.87 Kb. 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