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Project: Stockton Promenade- Edison Street LOG OF SOIL BORING EB-3 <br /> Project Location: Stockton, CA <br /> WKA Number: 7345.09 Sheet 1 of 1 <br /> Dates) 3126109 Logged SAA Checked <br /> Drilled By By <br /> Drilling Direct Push Technology Drilling Total Depth <br /> Method 9y V&W Drilling 9 of Drill Hole 20.0 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 /> a 0 <br /> > a <br /> ~ GEOLOGIC AND ENGINEERING �_� E WELL DETAILS <br /> w )w o C DESCRIPTION �.N AND REMARKS <br /> E o <br /> 0 in z m (.D D 0 a <br /> Silty Sand(SM),Dark Brown,Dry,Moderately Dense,—15%Silt, SM <br /> Fine-Medium Sand <br /> 2- <br /> 12 No Detectable Odor <br /> 4 <br /> Silty Sand(SM),Olive/Gray,Dry,Loose,Increasing Silt,Trace of SM <br /> Gravels <br /> 6 <br /> 60 <br /> 788 Moderate Petroleum <br /> Hydrocarbon(PH)Odor <br /> 10 Neat Cement Grout <br /> -------------------------- <br /> Sandy Silt(ML),Dark Gray,Wet,Fine Sand,Soft ML <br /> UJ <br /> 0 <br /> 12- <br /> 675 Moderate PH Odor <br /> 0 <br /> Sand(SP),Dark Grey,Wet,Loose SP <br /> 1410 <br /> r <br /> 16 Sandy Silt(ML),Dark Grey,Stiff ML 450 <br /> coJ <br /> z 16 Sandy Silt(ML),Dark Grey,Wet ML <br /> w <br /> Total Depth=20 Feet Groundwater Sample at 1445 <br /> 20 <br /> t--— <br /> �� WaIlace Kuhl <br /> 6 A u J 0 C I A T E ..a I N C <br />