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HomeMy WebLinkAboutApplication Files_82693_pg0466 VHB Test Pit 5 ^A 0 to 12 inches gown(10YR 4/3)fine sandy loam;weak fine subangular blocky structure,friable;common fine and medium roots;diffuse irregular ' boundary. ^AB 12 to 35 inches Dark yellowish brown(1OYR 4/4)fine sandy loam;weak fine and medium subangular blocky structure,friable;few fine roots;clear smooth boundary. ^C 35 to 39 inches Black(10YR 2/1)gravelly fine sandy loam.;weak fine and medium subangular blocky structure,friable;clear smooth boundary. Fill material contained crushed trap rock and brick fragments. C1 39 to 59 inches Light olive brown(2.5Y 5/4)loamy sand with common medium 10YR 4/6 mottles(iron and manganese staining);loose single grain structure;clear wavy boundary. C2 59 to 86+inches Light olive brown(2.5Y 5/3)fine sandy loam with common medium 10YR 4/6 mottles(iron and manganese staining);weak fine and medium subangular blocky structure. Bottom of excavation:110 inches Depth to Free Water:86 inches ' Seasonal High Water Table Estimate:46 inches. Measured Depth to Groundwater in Standpipe:54.8 inches(11/17/09). Samples:none. ' Date:November 11,2009 i 1 1 . 1 \\Ri-data\projects\72189.00\reports\Drainage\Permeability\draftsoil report022410jcp.doc