HomeMy WebLinkAboutApplication Files_82693_pg0467 VHB Test Pit 6
C1 0 to 12 inches Light olive brown(2.5Y 5/4)loamy sand;loose single grain '
structure;common fine and medium roots;clear wavy boundary.
C2 12 to 18 inches Light olive brown(2.5Y 5/3).loamy sand;weak medium subangular
blocky structure,friable;few fine roots;clear wavy boundary. '
C3 18 to 36 inches Light olive brown(2.5Y 5/4)loamy sand;loose single grain
structure;few fine roots;clear wavy boundary.
C4 36 to 60 inches Light olive brown(2.5Y 5/3)loamy sand with few fine iron staining;
loose single grain structure;few fine roots;clear smooth boundary.
C5 60 to 80+inches Grayish brown(2.5Y 5/2)sand with common medium 10YR 4/4
mottles;loose single grain structure. '
Bottom of excavaEion:120 inches r
Depth to Free Water:80 inches
Seasonal High Water Table Estimate:70 inches.
Measured Depth to Groundwater in Standpipe:87 inches(11/17/09).
Samples:none ,
Date:November 11,2009 '
\\Ri-data\projects\72189,00\reports\Drainage\Permeability\draftsoii report022410jcp.doc