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GROUND ZERO ANALYSIS LOG OF BORING SB1 <br /> PROJECT TULEgURG WAREHOUSE LOCATION STOCKTON, CA PROJECT NO 263 <br /> DATE DRILLED 11/09/98 LOGGED BY SEAN GARVEY REVIEWED BY JOHN P LANE REG No 6759 <br /> DRILLING COMPANY YBI DRILLER VIRGIL BAKER METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 21 5 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 El TO ET <br /> SURFACE SEAL TYPE GROUT WITH NEAT CEMENT _ INTERVAL FT TO FT <br /> COMMENTS SOIL INIERPRETATIONS FROM BORING CPTI PAGE I OFA_ <br /> CPT DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> LOG FT PPM BLOWCOUNT LOG <br /> sm ml <br /> ML/CL <br /> VERY 2 <br /> STIFF <br /> FINE <br /> GRAINED <br /> ML/CL 4 FILL <br /> ML <br /> 6 <br /> ML/CL <br /> B <br /> CL 10 <br /> ML/CL 12 <br /> ?—? <br /> 14 <br /> CL <br /> 16 <br /> 18 <br /> 20 TW-11A 20-21 5' LEAN CLAY (CL) <5% FN, A. PRLY GRDD SND, 95% FNS, M—H <br /> DRY STRNGTH, N DLTNCY, M TGHNSS, M—H PLST, DRK BRN/GRY, <br /> SL P0, MST, MOTTLING <br /> 22 <br /> CL <br /> 24 <br /> I <br /> 26 <br /> 28- <br /> -30— ED GFS O <br /> C <br /> 32 JOH I' <br /> LANE <br /> 34 IVO 5 <br /> --36-- <br /> c <br /> s C <br /> —38- <br /> 40 <br />