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HomeMy WebLinkAboutApplication Files_82693_pg0480 VHB Test Pit 16 ^Ap 0 to 14 inches Dark brown(IOYR 3/3)loamy sand;weak fine granular structure, friable;many fine roots;clear smooth boundary. ABw1 14 to 34 inches Yellowish brown(10YR 5/4)loamy sand;weak fine and medium subangular blocky structure,friable;many fine roofs. C1 34 to 56 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 56 to 100 inches Grayish brown(2.5Y 5/2)sand with common medium 10YR 4/4 mottles;loose single grain structure. Bottom of excavation:100 inches Depth to Free Water:52 inches Seasonal High Water Table Estimate:48 inches. Measured Depth to Groundwater in 1"well:51.6(12/23/09). Sample(s):none. Date:December 23,2009 , \\Ri-data\projects\72189.00\reports\Drainage\Permeability\draftsoiI reportO22410jcp.doc