Laserfiche WebLink
1 Project: Stockton Promenade - Edison Street <br /> LOG OF SOIL BORING EB-1 <br /> ' Project Location: Stockton, CA <br /> WKA Number: 7345.09 Sheet 1 of 2 <br /> Dats <br /> Drilled) 3/26/09Logged SAA Checked <br /> ' By By <br /> Melthod Direct Push Technology Drilling V8W Drilling Total Depth <br /> Contractor g of Drill Hole 26.0 feet <br /> Drill Rig Geoprobe Diameter 2.. _ Approx.Surface <br /> i Typeof Hole,inches Elevation,ft MSL <br /> Groundwater Level Seal or <br /> and Date Measured Backfill Neat Cement Grout <br /> Sampling Direct Push Drive Weights <br /> Method(s) and Comments <br /> > - <br /> w a N s GEOLOGIC AND ENGINEERING a w a WELL DETAILS <br /> . a <br /> i a0i m iu E E 3 DESCRIPTION w.y �' AND REMARKS <br /> ww o0 n z'm c� 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 /> 2 <br /> 1 <br /> ' 4 <br /> Silt(ML),Grey/Black,Dry,Soft,Trace of Fine Sand ML <br /> 6 <br /> i <br /> 8— <br /> 320 Mild PH odor <br /> -_-_ ____________ <br /> ayey Silt(ML),Grey,Dry,Soft,_No_Sand ML <br /> Cl <br /> 1 <br /> � <br /> 12- <br /> 1200 Strong PH odor <br /> 14 Clayey Silt(ML),Olive/Grey,Dry,Slightly Stiff,Ductile ML Neat Cement Grout <br /> i <br /> 16— <br /> C <br /> 6 1275 Strong PH odor <br /> z _ <br /> i > t6 Silty Clay(CL),Olive/Grey,Dry,Stiff,Low Plasticity CL <br /> 20 <br /> Wallace Kuhl <br /> A E E 0 C I n T f 5 i N c <br />