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HomeMy WebLinkAboutApplication Files_82693_pg0474 VHB Test Pit 11 A 0 to 8 inches Dark brown(10YR 3/3)loamy sand;weak fine granular structure, friable;many fine and medium roots;clear smooth boundaq. ABw1 8 to 24 inches Yellowish brown(10YR 5/4)loamy sand;weak fine and medium subangular blocky structure,friable;many medium and coarse roots. ABw2 24 to 32_inches Yellowish brown(10YR 5/6)loamy fine sand;weak medium subangular blocky structure,friable;common fine and medium roots. C1 32 to 80 inches Light yellowish brown(2.5Y 6/3)sand;loose single grain structure. C2 80 to 114 inches Light olive brown(2.5Y 5/3)coarse sand;loose single grain structure. Bottom of excavation.114 inches Depth to Free Water:78 inches Seasonal High Water Table Estimate:46 inches. Measured Depth to Groundwater in 1"well:82.2(12/23/09)&84.7 inches(1/15/10). Samples:none. ' Date:November 11,2009 r ' \\Ri-data\projects\72189.00\reports\Drainage\Permeability\draftsoil reporW22410jcp.doc