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AWC <br /> ASSOCIATES INC. <br /> 1117 Lone Pdm Ave,Ste B,Ilodeslo,Cdfomia,95351 LOG OF WELL M W 7 <br /> PROJECT GLOVER PROPERTY LOCATION 7675 WEST ELEVENTH T TRAY A <br /> PROJECT NO. 54.17861.0001 <br /> DATE DRILLED 011005 LOGGED BY _NATHAN CHRISTMAN <br /> REVIEWED BY JEANNE HOMCEY C47410 <br /> DRILLING COMPANY WOODWARD DRILLING CO DRILLER DAVID VAN STEYN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 21.5 FT DEPTH TO WATER INITIAL 8.5 FT STATIC FT <br /> �-' CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL O FT <br /> TO 10 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.010 IN INTERVAL 10 FT <br /> TO 20 F7 <br /> FILTER PACK TYPE 2/12 INTERVAL A FT <br /> TO 90 FT <br /> SURFACE SEAL TYPE _N AT CEMENT OVER BENTONITE INTERVAL 0 FT <br /> TO 8 F7 <br /> r COMMENTS: FID BACKGROUND READINGS RANGED FROM 1 TO 2 PPM PAGE 1 OF__L_ <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 0-2" — Asphalt <br /> 2 <br /> r <br /> 4 <br /> 9 2"/5-6.5/10' <br /> 6 0 11 CL INORGANIC CLAY (CL): 100% FINES; NO DILATANCY, LOW TOUGHNESS, <br /> 12 LOW PLASTICITY, DARK BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> ..r DRY, WEAK CEMENTATION <br /> 8 <br /> 102 6 v <br /> 6 ML 6.5/10-11.5/15' SANDY SILT (ML): 3o% FINE-GRAINED SAND; 707. FINES; <br /> 12 LOW TOUGHNESS, MODERATE PLASTICITY, MODERATE DRY STRENGTH <br /> BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, WEAK CEMENTATION <br /> r = <br /> ° 14 <br /> —rY, <br /> "— 8 Sp 11.5/15-16.5/20' POORLY GRADED SAND (SP): 95% MEDIUM TO COARSE—GRAINED <br /> 16 0 8 SAND; 5% GRAVEL; BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> WEAK CEMENTATION, <br /> —_ 18 <br /> 20 16.5/20-21.5 POORLY GRADED SAND (SP): 100% FINE TO MEDIUM-GRAINED <br /> 0 6 SP SAND; BROWN, NO PRODUCT ODOR, NO ORGANICS, WET, <br /> 6 WEAK CEMENTATION <br /> —22- <br /> 24 <br /> 26 <br /> 28 <br /> 30 <br /> 32 <br /> —34- <br /> -36- <br /> 38 38 <br /> 40 <br /> 42 <br />