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-� <br /> PAGE 1 OF 3 <br /> BORING: SBI <br /> • DATE DRILLED: 12/11/00 <br /> Western Geo-Engineers ' SAMPLE INTERVAL <br /> BORE HOLE LOG V WATER <br /> PROJECT: I GEOLOGIST: <br /> MP SURFACE -12.5 FEET <br /> ARC PUAND WELDING, D.D. THRELFALL ELEVATION: AMSL <br /> LOCATION: 1211 S. TURNPIKE RD. DRILLER: TOTAL DEPTH. <br /> STOCKTON, CA I V. LEONARSOD , <br /> DRILLING CONTRACTOR: DEPTH TO 'CASING: <br /> WOODWARD DRILLING CO. WATER: 25' 1 None <br /> REMARKS: SOIL BORING DRILLED WITH MOBILE RIG EQUIPPED WITH 8"DIAMETER HOLLOW STEM AUGERS. <br /> SOIL SAMPLES COLLECTED WITH SPLIT SPOON SAMPLER AND 140 SLIDE HAMMER. GROUND <br /> WATER SAMPLES COLLECTED USING HYDROPUNCH TECHNOLOGY <br /> Lu i U-LU 0 O <br /> ui N o CORE DESCRIPTION 2 REMARKS <br /> I I pfd i < <br /> I I <br /> 1 i f i <br /> Q` ; ROADBASE <br /> NO SAMPLES <br /> 5' COLLECTED <br /> BETWEEN 0-20 <br /> CLIML MEDIUM BRWN SILTY, DRY FEET BGS <br /> CLAY, NO ODOR <br /> 1 I i <br /> I <br /> I 0 GE n(n_ <br /> 10' <br /> mak' JACK E <br /> I UPPER <br /> I ft 3037 f <br /> 15' 1 I <br /> OFI <br /> CL MEDIUM BRWN, DAMPCLAY <br /> NO ODOR <br /> I <br /> i <br /> i <br /> 20' <br /> 12 I <br /> S131-20.5 25 0 <br /> i■ 30 SW MEDIUM SAND WITH LENSES <br /> J OF SILT AND CLAY, PETROLEUM <br /> ODOR <br /> TOP OF WATER <br /> 15 <br /> 25'-J I ML SILT AND CLAY, STIFF,PET ODOR 25 <br /> S131-25525 I 58 i SW FINE SAND WITH SILT AND CLAY STRONG PET. <br /> c <br /> 35 I 1 CL STIFF GREENISH CLAY ODOR <br />