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!i1\IrASSOCIATES INC. <br /> 1250 0*uodm4 Cab*01 <br /> LOG O F BORING S B7 <br /> PROJECT SUSO CORPORATION YARD LOCATION 1932 NORTH EL PINAL DRIVE, STOCKTON,CALIFORNIA PROJECT NO. 17292.0004 <br /> �+ DATE DRILLED 02/23/99 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY 047410 <br /> \,..,)RILLING COMPANY V&W DRILLING DRILLER RICK BARRAGAN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER B IN DEPTH DRILLED 36.5FT DEPTH TO WATER : INITIAL FT STATIC _ FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL ET TO — FT <br /> a" SCREEN TYPE NA DIAMETER ILL SLOT SIZE IN INTERVAL -1 TO - FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 36.5 FT. <br /> COMMENTS: PAGE i OF—L <br /> WELL DEPTH PID SAMPLE 10 LITHOLOGIC DESCRIPTION ' <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-2" ASPHALT <br /> a.. <br /> 2 <br /> 4 <br /> to <br /> 6 3.5 13 <br /> t3 2"-11.5/15' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >BSX FINES: <br /> y CL MEDIUM-HIGH DRY STRENGTH, NO DILATANCY, MEDIUM TOUGHNESS, <br /> MEDIUM PLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR, <br /> 8 NO ORGANICS, DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 9 <br /> 3.5 a <br /> 12 <br /> —12- <br /> -14- <br /> 3.5 <br /> 2 143.5 17 SP <br /> 22 11.5/15-16.5/20- POORLY GRADED SAND (SP): 95X FINE-MEDIUM, POORLY GRADED SAND; <br /> 5% FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO <br /> ORGANICS, DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> CY-S97-20.5 <br /> 20 14 <br /> 3.5 <br /> it 2� SP <br /> 16.5/20-21.5-25' POORLY GRADED SAND (SP): >75% FINE-MEDIUM. POORLY GRADED <br /> 22 SAND; 209 GRAVEL; <5X FINES: MODERATE YELLOW BROWN, NO <br /> PRODUCT ODOR, NO ORGANICS, DRY-MOIST, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> —24- <br /> 23 <br /> 26 3.5 43 5W <br /> 34 21.5/25-26.5/30' WELL GRADED SAND WITH GRAVEL (SW): >75X FINE-COARSE, WELL <br /> GRADED SAND; 20% GRAVEL; <5X FINES; MODERATE YELLOW BROWN, <br /> NO PRODUCT ODOR. NO ORGANICS, DRY-MOIST, WEAK CEMENTATION, <br /> 28 HOMOGENOUS <br /> i.r <br /> 30 1 <br /> 20 GM <br /> 3,5 35 26.5/30-31.5/35' SILTY GRAVEL WITH SAND (GM): 25% FINE--COARSE. WELL GRADED <br /> 32 SAND; 6OX FINE-COARSE. WELL GRADED GRAVEL; 15X FINES: PALE <br /> YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY, WEAK <br /> CEMENTATION, HOMOGENOUS <br /> 34 <br /> cY-SB7-a53 <br /> µH 31.5/35-36.5' ELASTIC SILT WITH SANG (MH): 15X FINE. POORLY GRADED SAND; <br /> 38 26 55% FINES; NONE-SLOW DILATANCY, LOW TOUGHNESS, NONE-LOW <br /> 3.5 PLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO <br /> ORGANICS. MOIST, WEAK CEMENTATION. HOMOGENOUS <br /> 38 <br /> T140 <br /> a.. <br />