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AMASSOCIATES INC LOG OF BGRtNG SBi 1 1117 I=Patin he,S*8,tlade�,Cogm,951 PROJECT EGGIMAN, ANDREW & EDITH TRUSTOCATION 1 112 EAST HARDItig WAX, STOCKTON, CALIFORNIA PROJECT NO 54 22443 0001 DATE DRILLED _12/05/05 LOGGED BY NATHAN CHRISTMAN REVIEWED BY ,JE,AtidE...HOMSEY 047410 - DRiLLING COMPANY WOODWARD DRILLING CO. DRILLER TORI METHOD HOLLOW STEM,! AUGER BORE HOLE DIAMETER S" IN DEPTH DRILLED __ 53- FT DEPTH TO WATER INITIAL 45 FT STATIC _ As _FT CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT- TO ........... FT SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT FILTER PACK TYPE INTERVAL -- FT TO -- FT SURFACE SEAL TYPE NEAT CEMENT INTERVAL 0 FT TO 55 FT COMMENTS PAGE OFA_ WELLrfFT H PID AM I LITHOLOGIC DESCRIPTION DETAIL PPM BLOWCOUNF LOG 0-3" ASPHALT 2 4 0 SLA 3"--5' SILTY SAND (SM), 70% FINE-GRAINED SAND, 30% FINES, BROWN, NO ODOR, NO ORGANICS, DRY, WEAK CEMENTATION HAND CLEARED TO 5 FEET BGS 5 8 40 0 6 1,1L 5/10-11/15' SANDY SILT (AIL), 30% FINE--GRAINED SAND, 70X FINES, NO DRY STRENGTH, NO TOUGHNESS, BROWN, NO ODOR NO ORGANICS, DRY, WEAK CEMENTATION 42 14- 16— 446 0 � SP t 1/15--16 5/20 POORLY GRADED SAND (SP), 96X FINE-GRAINER SAND, 10% FINES, BROWN, NO ODOR, DRY, WEAK CEMENTATION 48 I 20 1 0 5 SP 16 5/20-21/25' POORLY GRADED SAND (SP), 100% MEDIUM-GRAINED SAND, BROWN, NO ODOR, DRY, WEAK CEMENTATION 22- -24- 26— 26 0 j ML 19 28- 30- 0 MIL 21/25-36 5/40' INORGANIC SILT (ML), 1O% FINE-GRAINED SAND, 90% FINES, 1 NO DRY STRENGTH, NO TOUGHNESS, BROWN, NO ODOR, 32 NO ORGANICS, DRY, WEAK CEMENTATION 34 1 . 36 17 1 ML 1 38 4d