HomeMy WebLinkAboutApplication Files_82693_pg0472 VHB Test Pit 10 ,
A 0 to 6 inches Dark brown(10YR 3/3)loamy sand;weak fine granular structure,
friable;many fine and medium roots;clear smooth boundary.
ABw1 6 to 20 inches Yellowish brown(10YR 5/4)loamy sand;weak fine and medium
subangular blocky structure,friable;many medium and coarse roots. ,
ABw2 20 to 28 inches Yellowish brown(10YR 5/6)loamy fine sand;weak medium
subangular blocky structure,friable;common fine and medium
roots. ,
C1 28 to 58 inches Light yellowish brown(2.5Y 6/3)coarse sand;loose single grain
structure.
C3 58 to 84 inches Light olive brown(2.5Y 5/3)sand with common medium 10YR 4/6 ,
mottles(iron and manganese staining);loose single grain structure.
Bottom of excavation:84 inches
Depth to Free Water: 60 inches '
Seasonal High Water Table Estimate:56 inches.
Measured Depth to Groundwater in 1"well:62A(12/23/09) &66.3 inches(1/15/10).
Sample(s):none. '
Date:December 22,2009
\\Pi-data\projects\72189.00\reports\Drainage\Permeability\draftsoil report022410jcp.doc ,