Loading...
HomeMy WebLinkAboutApplication Files_82693_pg0473 VHB Test Pit 11 tA 0 to 8 inches Dark brown(10YR 3/3)loamy sand;weak fine granular structure, friable;many fine and medium roots;clear smooth boundary. ABw1 8 to 24 inches Yellowish brown(IOYR 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;weals 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 I ' \\Ri-data\projects\72189.Q0\reports\Drainage\Permeability\draftsoil reportO224101cp.doc