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..� Ar/ <br /> / 'r// <br /> 'r PAGE 3 OF 3 <br /> BORING: SBI <br /> DATE DRILLED: 12/11/00 <br /> Western Geo-Engineers ' SAMPLE INTERVAL <br /> BORE HOLE LOG •WATER <br /> PROJECT: GEOLOGIST: 1 SURFACE --12.5 FEET <br /> ARC PUMP AND WELDING, INC. D. TH -ELI'ALL i ELEVATION: AMSL <br /> LOCATION: 1211 S. TURNPIKE RD. j DRILLER: ; TOTAL DEPTH: <br /> STOCKTON, CA V. LEONARD i 80' <br /> DRILLING CONTRACTOR: I DEPTH TO CASING: <br /> WOODWARD DRILLING CO. I WATER: 25' j 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 /> F- <br /> O <br /> W I try LU O <br /> � CifREMARKS <br /> CORE DESCRIPTION <br /> ; <br /> T i I � a- <br /> Q 0 a7 3 a <br /> d 1 00 I i 0 <br /> 30 <br /> SB1-58.5' 50 0 k MLICL DARK, <br /> MOD <br /> SILT AND CLAY <br /> 60' �l <br /> 60-62' SW FINE TO MEDIUM <br /> J SB1-62.0' 20 0 SAND, NO ODOR <br /> 37 0 <br /> 651 -{ SB1-64.0' 50 <br /> SB1-66.0' 25 ! 0 <br /> Ji <br /> ML/CL DARK, SILT AND CLAY, <br /> SB1 68.0' 50 4 <br /> MOTTLED, NO ODOR <br /> ' <br /> 70' <br /> . SB1-HP- <br /> 70-72' <br /> ' SB1-72.5' <br /> 37 <br /> 0 <br /> ' S0 �'� MLICL SAME AS ABOVE <br /> 75' 7 <br /> SB1-76.5' 15 0 <br /> 50 <br /> SB1-78.5' 15 <br /> 20 0 SW FINE TO VERY FINE SAND <br /> SB1-79.0' 37 WITH SILT AND CLAY, NO ODOR <br /> 80, SB1-79.5' 85 TOTAL DEPTH <br /> L 80 FEET <br /> SB1-HP- ED <br /> J (CXK E <br /> NAPM <br /> l <br />