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AWC <br /> ASSOCIATES INC. LOG OF WELL MW11 <br /> 1117 lane Pdm ke,Slade R Nade�0.Ca1i<mk 95351 <br /> PROJECT STOCKTON CaY TAXI CAB LOCATION 2085 EAST FREMONT STREET , PROJECT N0. 54.28349.0401 <br /> DATE DRILLED 11/16/04 LOGGED BY JOHN SEI i MAN REVIEWED BY JEANNE HOMSEY. P.E. <br /> DRILLING COMPANY W-GODWARD DRILLING CO. DRILLER METHOD HOI I QW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 66.5 FT DEPTH TO WATER INITIAL 60 FT, STATIC FT <br /> CASING TYPE PVC DIAMETER _ 2 IN SCHEDULE 40 INTERVAL 0 FT TO 45 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE -&LQ29--jblL INTERVAL 45 EL TO 65 FT <br /> FILTER PACK TYPE _#3 SAND INTERVAL 43 FT TO - 65- FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 43 FT <br /> 1 COMMENTS: (YELL-ABANDONED AND REPLACED WITH MW11R _ _ PAGE�I OF-2-- <br /> WELL <br /> FAWELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> 1 2 <br /> - ASPHALT2 <br /> ' 4 <br /> 12 OL 2"-6.5/10 ORGANIC SILT (OL): 1001K FINES; MEDIUM DRY STRENGTH; <br /> 6 18 MEDIUM TOUGHNESS; NON PLASTIC; VERY STIFF; BROWN <br /> 1 COLOR; NO CHEMICAL ODOR NOTED; ORGANICS PRESENT; <br /> DRY; WEAK CEMENTATION <br /> 8 <br /> 1 10 9 <br /> 1 10 CL .0/10-11.5/15 CLAY (CL): 1009G FINES; MEDIUM DRY STRENGTH; MEDIUM <br /> 11 TOUGHNESS; LOW PLASTICITY; STIFF; YELLOWISH BROWN <br /> 12 COLOR; NO CHEMICAL ODOR NOTED; NO ORGANICS; DRY; <br /> WEAK CEMENTATION <br /> 14 <br /> 1 1 SM 11.5/15-16.5/20 SILTY SAND (SM); 609' SAND; FIN£-GRAINED; POORLY <br /> 16 12 GRADED; MEDIUM DENSE; 409 FINES; LOW DRY <br /> STRENGTH; BROWN COLOR; NO CHEMICAL ODOR NOTED; <br /> I NO ORGANICS; DRY; WEAK CEMENTATION <br /> 18 <br /> 20 10 SILTY CLAY (CL): 100% FINES; MEDIUM DRY STRENGTH; <br /> 1 12 CL 16.5/20-21.5/25 LOW TOUGHNESS; LOW PLASTICITY; MEDIUM STIFF; BROWN <br /> 14 COLOR; NO CHEMICAL ODOR NOTED; NO ORGANICS; DRY; <br /> 22 WEAK CEMENTATION <br /> 24 <br /> 1 15 ML-CL 21.5/25-26.5/30 SILT AND SILTY CLAY (ML-CL): 1009 FINES; MEDIUM DRY <br /> 26 21 STRENGTH; LOW TOUGHNESS; LOW PLASTICTY; STIFF; <br /> BROWN COLOR; NO CHEMICAL ODOR NOTED; NO <br /> 28 ORGANICS; DRY; WEAK CEMENTATION <br /> 30 11 <br /> I30— <br /> OL 26.5/30-31.5/35 ORGANIC SILT (OL): 100 FINES; MEDIUM DRY STRENGTH; <br /> .E LOW TOUGHNESS; NON PLASTIC; VERY STIFF; BROWN <br /> 32 COLOR; NO CHEMICAL ODOR NOTED; ORGANICS PRESENT; <br /> DRY; WEAK CEMENTATION <br /> 34 <br /> 18 31.5/35-46.5/50 ORGANIC SILT (OL): 1009 FINES; MEDIUM DRY STRENGTH; <br /> 36 1 <br /> 50/[ <br /> DOL MEDIUM TOUGHNESS; NON PLASTIC; VERY STIFF; BROWN <br /> COLOR; NO CHEMICAL ODOR NOTED; ORGANICS PRESENT; <br /> DRY; MODERATE CEMENTATION, CALCITE VEINS <br /> 38 <br /> ' 40 <br />