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GROUND ZERO ANALYSIS LOG OF BORING CPT2 <br /> PROJECT TuLE9LIRG WAREHOUSE LOCATION STOCKTON, CA _ PROJECT NO 263 <br /> • DATE DRILLED 11/09/98 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE REG Na 6759 <br /> DRILLING COMPANY Val DRILLER VIRGIL BAKER METHOD CONE PENETROMETER <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 751 FT DEPTH TO WATER INITIAL NA FT STATIC NA FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO ,.., FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO .._. FT <br /> FILTER PACK TYPE NA INTERVAL FT TOT <br /> SURFACE SEAL TYPE GROUT WITH NEAT CEMENT INTERVAL FT- TO _ FT <br /> COMMENTS SOIL BEHAVIOR TYPE BASED ON ELECTRONIC CPT DATA PAGE 1 OF 2 <br /> WELL DEPTH PID SAMPLE ID U S C SOIL BEHAVIOR TYPE <br /> DETAIL FT PPM BLOWCOUNT LUG <br /> ML/CL 00-1 V SANDY SILT TO SILTY CLAY (ML/CL) <br /> 2 1 1-2 9' SILTY SAND TO SANDY SILT (SM/ML) <br /> 5M/ML <br /> 2 9-3 4' SANDY SILT TO CLAYEY SILT (ML) <br /> 4 <br /> 6 <br /> 8 <br /> 3 4-16 3' CLAY WITH SOME SILTY CLAY (CL) <br /> CL <br /> 10 <br /> 12 <br /> . 14 � <br /> i <br /> 16 I <br /> ML/CL 16 3-18 1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 18 <br /> FINE GRAIN to 1-18 9' VERY STIFF FINE GRAINED <br /> 20ML/CL 189-21 V CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 22 21 1-23 5' CLAY (CL) <br /> CL <br /> 24 CL 23 5-25 3' SILTY CLAY TO CLAY (CL) <br /> 26 ML/CL 25 3-26 8' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 28 <br /> VERY 26 8-33 4' VERY STIFF FINE GRAINED <br /> STIFF <br /> 30 FINE <br /> GRAINED <br /> —32- <br /> -34— CL 33 4-34 B' SILTY CLAY TO CLAY (CL) <br /> • 36 ML/CL 348-36 9' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 36 9-37 3' SANDY SILT TO CLAYEY SILT (ML) <br /> 38 <br /> ML/CL 37 3-38 3' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> ML 38 3-39 0' SANDY SILT TO CLAYEY SILT (ML) <br /> ML/CL 39 0-40 V CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 4a <br />