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HomeMy WebLinkAboutApplication Files_82693_pg0477 VHB Test Pit 14 AAp 0 to 20 inches Dark brown(10YR 3/3)loamy sand;weak fine granular structure, friable;many.fine roots;clear smooth boundary. ABwl 20 to 30 inches Yellowish brown(10YR 5/4)loamy sand;weak fine and medium subangular blocky structure,friable;many fine roots. C1 . 30 to 58 inches Grayish brown(2.5Y 5/2)loamy sand with common medium 10YR 4/6 mottles (iron and manganese staining);loose single grain structure ' C2 58 to 87 inches Grayish brown(2.5Y 5/2) sand with common medium 10YR 4/4 mottles;loose single grain structure. Bottom of excavation:87 inches Depth to Free Water:45 inches Seasonal High Water Table Estimate:40 inches. , Measured Depth to Groundwater in 1"well:43.9(12/23/09). ' Samples:none. Date:December 23,2009 i 1 1 1 1 \\Ri-data\projects\72189.00\reports\Drainage\Permeability\draftsoiI report022410jcp.doc r