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. GROUND ZERO ANALYSIS LOG of BORING CPT2 <br /> tPROJECT 71EeURa WAREHDusE LOCATION STOCKTON, CA PROJECT NO 263 <br /> COMMENTS PAGE__Z_OF_j,._ <br />' WELL DEPTH PID U S C SOIL BEHAVIOR TYPE <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> FINE GRAIN 40 1-40 6' VERY STIFF FINE GRAINED <br /> 40 6-40 9' SAND TO CLAYEY SAND (SP-SC) <br />' FINE GRAIN 409-41 6' VERY STIFF FINE GRAINED <br /> —42— <br /> WL/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 MLC 44 1-44 5' CLAYEY SILT TO SILTY CLAY ()AL/CL) <br />' FINE GRAIN 445-450- VERY STIFF FINE GRAINED <br /> 46 ML/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 SAND TO SANDY SILT (SM/ML) <br /> 4a 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 49 2-50 S' SILTY CLAY TO CLAY (CL) <br />' ML/CL 50 8-51 8 CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 52 <br />' <br /> VERY <br /> STIFF 51 8-55 2' VERY STIFF FINE GRAINED <br /> 54 FINE <br /> GRAINED <br /> 56 SP-SC 55 2-567 SAND TO CLAYEY SAND (SP-SC) <br /> SP-SM <br /> 567-58 3 SAND TO SILTY SAND (SP-SM) <br /> 5a <br /> SM ML SS 3-54 0 SILTY SAND 70 SANDY SILT (SW/ML) <br /> 60 SP-SM 59 0-61 9' SAND TO SILTY SAND (SP-S)A) <br />' 6z <br /> FINE GRAIN fil 9-63 6' VERY STIFF FINE GRAINED WITH 50UE SILT <br />' 64 <br /> SP-SM 63 6-66 1' SAND TO SILTY SAND (SP/SP-SM) <br /> 66 <br />' ML 66 1-67 7' SANDY SILT TO CLAYEY SILT (ML) <br /> fib <br /> 677-73 1' VERY STIFF FINE GRAINED <br /> VERY <br />' 70 STIFF <br /> FINE <br /> GRAINED <br /> 72ED SFO <br /> 74 REFUSAL <br /> .1OH.N P � <br /> • ��irvG <br />' 76 N NO 6 795 <br /> OL <br /> 7a <br /> F CAH` <br /> eo <br /> az <br />