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GROUND ZERO ANALYSIS LOG OF BORING CPT1 <br /> PROJECT .- ULEDURG WAREHOUSE LOCATION _STOCKTON, CA PROJECT NO. 263 <br /> COMMENTS; PAGE-.Z-OF-2- <br /> WDEPTH 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 /> 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 (IAL) <br /> ML/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 /> 4H <br /> ML/CL 47.6-48.1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 48.1-48.7' SANDY SILT TO CLAYEY SILT (ML) <br /> NE GRAIN 48.7-49,9' VERY STIFF FINE GRAINED <br /> 50 SP-SC 49.9-5D.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' SAND TO CLAYEY SAND (SP-SC) <br /> 56 55.4-59.2' SILTY SAND TD SANDY SILT (SM/ML) <br /> SM/ML <br /> 58 <br /> 59.2-59.6' 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 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 SANp 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/CL) <br /> FINE 68.5--70.6' VERY STIFF FINE GRAINED <br /> 70 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 SP-SC 74.0-74,5' SAND TO CLAYEY SAND (SP-SC) <br /> FREFUSALIN 74.5-75.1' VERY STIFF FINE GRAINED <br /> -76 2� JOHN P. TA <br /> LANE <br /> 7H NO. 6795 <br /> N9], Z <br /> 4 <br /> Ho OF CPv, <br /> 82 <br />