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GROUND ZERO ANALYSIS LOG OF BORING CPT1 <br /> PROJECT .TllLE&S1EG-WAREHQ. SE LOCATION STOCKTON, CA PROJECT N0. 263 <br /> COMMENTS; PAGE 2 OF-Z- <br /> WELL DEPTH PID SAMPLE ID U.S.C. SOIL BEHAVIOR TYPE <br /> DETAIL FT. (PPM) BLOWCOUNT LOG <br /> 40.0-40.5' SAND TO 'SANDY SILT (SP ML) <br /> )AL 40.5-41.2' SILT TO CLAYEY SILT (ML) <br /> 42 IAL/CL 41.2-43.3' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 44 IAL 43.3-44.6' SANDY SILT TO CLAYEY SILT (AIL) <br /> IAL/CL 44.6-46.3' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 46 <br /> CL 46.3-47.6' SILTY CLAY TO CLAY (CL) <br /> 48 <br /> IAL/CL 47.6-48.1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 48.1-48.7' SANDY SILT 70 CLAYEY SILT (ML) <br /> NE GRAIN 48.7-49,9' VERY STIFF FINE GRAINED <br /> 50 SP-SC 49.9-50.3' SAND TO CLAYEY SAND (SP-SC) <br /> 52 VERY 50.3-54.6' VERY STIFF FINE GRAINED <br /> STIFF <br /> FINE <br /> GRAINED <br /> 54 <br /> SP-SC 54.6-55.4' SANG TO CLAYEY SAND (SP-SC) <br /> 56 55.4-59.2' SILTY SAND TD SANDY SILT (SIA/AIL) <br /> SIA/ML <br /> 58 <br /> SP-SC 59.2-59.6' SAND TO CLAYEY SAND (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 63.3-64.5' VERY STIFF FINE GRAINED <br /> 64 GRAIN <br /> 64.5-64.7' SANDY SILT TO SILTY SAND (SM/ML) DTW = 65' <br /> SP-SM 64.7-65.7' SAND TO SILTY SAND SP-SM <br /> 66 FINE <br /> GRAIN 65.7-67.0' VERY STIFF FINE GRAINED <br /> 68 ML/CL 67.0-68.5' CLAYEY SILT TO SILTY CLAY (ML/(:L) <br /> FINE 68.5-70.6' VERY STIFF FINE GRAINED <br /> _70 GRAIN _ <br /> - CL 70.6-71.3' CLAY (CL) <br /> 72 FINE 71.3-74.0' VERY STIFF FINE GRAINED <br /> GRAIN <br /> 74 SP-SC 74.0-74'5' SAND TO CLAYEY SAND (SP-SC) ,eD GFS <br /> FINE <br /> G ALN'L 74.5-75.1' VERY STIFF FINE GRAINED <br /> �76 JOHN P. <br /> . LANE <br /> 7E No. 6795 <br /> cn0¢2' <br /> aD OF Cp,VN, <br /> 82 <br />