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1 <br />' GROUND ZERO ANALYSIS <br /> • LOG OF BORING CPT1 <br />' PROJECT LOCATION STOCKTON, CA PROJECT NO 263 <br /> COMMENTS PAGE 2 OF__2_ <br />' WELL DEPTH PID SAMPLE ID U S C SOIL BEHAVIOR TYPE <br /> DETAIL, FT (PPM BLOWCDUNT EOG <br /> 40 0-40 5' SAND TO 'SANDY SILT (SP/ML) <br /> ML 40 5-41 2' SILT TO CLAYEY SILT (ML) <br /> 42 ML/CL 41 2-43 3' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 44 ML 43 3-44 6' SANDY SILT TO CLAYEY SILT (ML) <br /> ML/CL 446-463' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 46 <br /> CL 46 3-47 8' SILTY CLAY TO CLAY (CL) <br /> ML/CL 47 6-48 1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 48 48 1-48 7' SANDY SILT TO CLAYEY SILT (ML) <br /> FINE GRAIN 487-42 9' VERY STIFF FINE GRAINED <br />' 50 Sp-SC 49 9-5031 SAND TO CLAYEY SAND (SP-SC) <br /> 52 VERY 50 3-54 6' VERY STIFF FINE GRAINED <br /> `STIFF <br />' <br /> FINE <br /> GRAINED <br /> 54 <br /> SP-SC 54 6-55 4' SAND TO CLAYEY SAND (SP-SC) <br /> • 56 55 4-59 2' SILTY SAND TO SANDY SILT (SM/ML) <br /> SM/ML <br /> 58 <br />' 59 2-S9 6' SAND TO CLAYEY SAND (SP-SC) <br /> SP-SC <br /> 60 59 6-60 1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 60 1--63 3' SANDY SILT TO CLAYEY SILT (ML) <br />' 62 ML <br /> FINE 633-64 5' VERY STIFF FINE GRAINED <br />' 64 GRAIN <br /> 64 5-64 7' SANDY SILT TO SILTY SANG (SM/ML) DTW = 65 <br /> SP-SM 647-65 7 SAND TO SILTY SAND SP-SM <br /> 66 FINE <br /> GRAIN 657-6701 VERY STIFF FINE GRAINED <br />' 68 ML/CL 67 0-68 5' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> FINE 69 5-70 6' VERY STIFF FINE GRAINED <br /> 7O GRAIN <br /> CL 70 6-71 3' CLAY (CL) <br /> -72- <br /> FINE 71 3-74 0' VERY STIFF FINE GRAINED <br /> GRAIN <br /> 74 74 0-74 5' SAND TO CLAYEY SANG (SP-SC) �GPED <br /> SP-SC <br /> FREFUSALGRAIN 74 5-75 1' VERY STIFF FINE GRAINED 4 �� <br />' 76 JOHN P <br /> LANE <br /> , <br /> 76 N Na £77 95_80— <br /> � <br /> OF C Av <br /> 82 <br />