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GROUND ZERO ANALYSIS LOG OF BORING CPT2 <br /> PROJECT TNLFBURG WAREHOUSE LOCATION sroCKTON, CA PROJECT NO. 263 <br /> DATE DRILLED 1.1/09/98 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P. LANE REG. No. 6759 <br /> DRILUNG COMPANY VAI DRILLER VIRGIL BAKER METHOD CONE PENETROMETER <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 75,1 FT DEPTH TO WATER INITIAL NA STATIC NA ET <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 TO FT <br /> SURFACE SEAL TYPE GROUT WITH NEAT CEMENT INTERVAL `T TO FT <br /> COMMENTS: SOIL BEHAVIOR TYPE BASED ON ELECTRONIC CPT DATA PAGE 1 OF 2 <br /> WELL DEPTV PID SAMPLE ID U.S.C. <br /> DETAIL FT. PPV BLOWCOUNT LOG 501E BEHAVIOR TYPE <br /> ML/CL 0.0-1.1' SANDY SILT TO SILTY CLAY (ML/CL) <br /> 2 1.1-2.9' SILTY SAND TO SANDY SILT (SM/ML) <br /> SM/ML <br /> 2.9-3.4' SANDY SILT TO CLAYEY SILT (ML) <br /> 4 <br /> 6 - <br /> B - <br /> 3.4-16.3' CLAY WITH SOME SILTY CLAY (CL) <br /> CL <br /> 10- <br /> 12 <br /> 14 <br /> 16 <br /> ML/CL - 16.3-18.1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> l8 <br /> FINE GRAIN 18.1-18.9' VERY STIFF FINE GRAINED <br /> 20ML/CL 18.9-21.1' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 22 21.1-23.5- CLAY (CL) <br /> CL <br /> 24CL 23.5-25.3' SILTY CLAY TO CLAY (CL) <br /> 25 ML/CL 25.3-26.B' 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- :CEj- <br /> 33.4-34.8' SILTY CLAY TO CLAY (CL) <br /> 36 ML/CL 34.8-36.9' CLAYEY SILT TO SILTY CLAY (ML/CL) <br /> 36.9-37.3' SANDY SILT TO CLAYEY SILT (ML) <br /> 3B <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 /> 40 ML/CL 39.0-40.V CLAYEY SILT TO SILTY CLAY (ML/CL) <br />