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GROUND ZERO ANALYSIS LOG OF BORING CPT2 <br /> PROJECT TULEBLIRG-WAREHOUSE LOCATION STOCKTON, CA PROJECT NO. 263 <br /> COMMENTS: PAGE 7 OFA_ <br /> WELL DEPTH PID SAMPLE ID U.S.C. SOIL BEHAVIOR TYPE <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> FINE GRAIN 40.1-4D.6' VERY STIFF FINE GRAINED <br /> -lz40.6-40.9' SAND TO CLAYEY SAND (SP-SC) <br /> FINE GRAIN 40.9-41.6' VERY STIFF FINE GRAINED <br /> 42 ML/CL 41,6-43.2' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> ML 43.2-44.1' SANDY SILT TO CLAYEY SILT (ML) <br /> 44 - L CL 4.4,1-44.5' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> FINE GRAIN 44,5-45.0' VERY STIFF FINE GRAINED <br /> -46 LIL/CL 45.0-46.7' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 46.7-47.1' SANDY SILT TO CLAYEY SILT (ML) <br /> _ SM/ML 47'1-48,0' SILTY SANG TO SANDY SILT (SM/ML) <br /> 48 ML 48.0-48.7' SANDY SILT TO CLAYEY SILT (ML) <br /> 48.7--49.2' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 50 CL 48.2-50.8' SILTY CLAY TO CLAY (CL) <br /> ML/CL 50.8-51.8' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 52 <br /> VERY <br /> STIFF S1.8-55.2' VERY STIFF FINE GRAINED <br /> 54 FINE <br /> GRAINED <br /> 56 SP-SC ',�55.2-56.7' SAND TO CLAYEY SAND (SP-SC) <br /> SP-SM I� 56.7-58.3' SAND TO SILTY SAND (SP-SM) <br /> 58 <br /> SM M 58.3-59.0' SILTY SAND TO SANDY SILT (SM/ML) <br /> 60 - SP-SM 59.0-61.9' SAND TO SILTY SAND (SP-SM) <br /> 62 <br /> FINE CRAINI- 61.9-63.6' VERY STIFF FINE GRAINED WITH SOME SILT <br /> 64 <br /> SP-SM 63.6-66.1' SAND TD SILTY SAND (SP/SP-SM) <br /> 66 <br /> _ ML 66.1-67.7' SANDY SILT TO CLAYEY SILT (ML) <br /> 68 <br /> 67.7-77.1' VERT STIFF FINE GRAINED <br /> VERY <br /> 70 STIFF <br /> FINE <br /> GRAINED <br /> 72 - ED GF / <br /> REFUSAL O` <br /> 74 Q� JOHN p (% <br /> 76 N No. 6795 <br /> 78 <br /> OF C Al ick' <br /> 80 - <br /> 132 <br />