HomeMy WebLinkAboutApplication Files_82693_pg0468 VHB Test Pit 7
' 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.
' ^Bw1 6 to 18 inches Yellowish brown(10YR 5/4)Ioamy sand;weak fine and medium
subangular blocky structure,friable;many medium and coarse roots.
ABw2 18 to 24 inches Yellowish brown(10YR 5/6)loamy fine sand;weak medium
subangular blocky structure,friable;common fine and medium
roots.
BC 24 to 36 niches Light olive brown(2.5Y 5/4)loamy sand;weak medium subangular
blocky structure,friable.
C1 36 to 55 inches Light yellowish brown(2.5Y 6/3)loamy sand;weak medium
subangular blocky structure,friable.
C3 55 to 105 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:105 inches
Depth to Free Water: 78 inches
Seasonal High Water Table Estimate:72 inches.
' Measured Depth to Groundwater in 1"well:78.6 inches 12 15 09 &79.8 inches 1 15 1fl .
Sample(s):none
' Date:December 22,2009
' \\Ri-data\projects\72189.00\reports\Drainage\Permeability\draftsoii nport022410jcp.doc