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Project: Stockton Promenade- Edison Street LOG OF SOIL BODING EB-1 <br /> Project Location: Stockton, CA <br /> WKA Number: 7345.09 Sheet 1 of 2 <br /> Date(s) 3126/09 Logged SAA Checked <br /> Drilled By By <br /> MethodDrillinDrilling Drilling Total Depth Direct Push Technology V&W Dill <br /> Contractor g of Drill Hole 28.0 feet <br /> Drill Rig Geoprobe Diameter 2,. Approx.Surface <br /> Type of Hole,inches Elevation,ft MSL <br /> Groundwater Level Seal or Neat Cement Grout <br /> and Date Measured Backfill <br /> Sampling Direct Push Drive Weights <br /> Method(s) and Comments <br /> c o m <br /> o — c <br /> ~ GEOLOGIC AND ENGINEERING E WELL DETAILS <br /> w ow E o DESCRIPTION P N AND REMARKS <br /> in :3 'E(D 0 a <br /> 0 Sandy Silt(ML),Medium Brown,Dry,Stiff,Fine Sand,Some ML <br /> Rootlets <br /> 0.5 Mild Petroleum Hydrocarbon <br /> (PH)odor <br /> 24— <br /> -------------------------- <br /> Silt(ML),Grey/Black,Dry,Soft,Trace of Fine Sand ML <br /> 6 <br /> a <br /> 66 <br /> N <br /> 8- <br /> 320 <br /> 320 Mild PH odor <br /> 10 ----------------------- <br /> Clayey Silt(ML),Grey,Dry,Soft,No Sand ML <br /> a <br /> LU <br /> Q <br /> 0 12 <br /> 1200 Strong PH odor <br /> 14 Clayey Silt(ML),Olive/Grey,Dry.Slightly Stiff,Ductile ML Neat Cement Grout <br /> 0 <br /> m <br /> 0 <br /> d <br /> 16- <br /> 1275 Strong PH odor <br /> J <br /> LU <br /> J> <br /> 47 <br /> W 1$ Silty Clay(CL),Olive/Grey,Dry,Stiff,Low Plasticity CL <br /> 20 <br /> WBIIBCe Kuhl <br /> 6 A J G 0 C I A T C J I N C <br />