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j ASSOCIATES INC. <br /> 1111 lane Palm Ax,Sm1e Il Wo,Ca6lamkI,Ul LOG OF B 0 R 1 N G S B 1 2 <br /> PROJECT CONTI GROUP LOCATION 1805 HARBOR STREET STOCKTON CA 54.62500.0001 <br /> PROJECT N0. <br /> DATE DRILLED 06/135/00 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> +RILLING COMPANY VAW DRILLING, INC DRILLER FRANK RAMIREZ METHOD HOLLOW STEM AUGER <br /> ORE HOLE DIAMETER a IN DEPTH DRILLED _51,51"T DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING TYPE NA DIAMETER ____ IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO _FT <br /> FILTER PACK TYPE NA INTERVAL FT TO FT <br /> LSURFACE SEAL TYPE NEAT CEMENT _ INTERVAL ET TO FT <br /> COMMENTS: A SIMULPROSE GROUNDWATER SAMPLE WAS COLLECTED AT 30 AND 50 FEET PAGE OF--?.— <br /> WELL <br /> F?WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM SLOWCOUNT LOG <br /> c <br /> 2 <br /> L 4 <br /> I <br /> 6 <br /> i <br /> 8 <br /> tp <br /> 12 <br /> -14- <br /> 18 <br /> 418 <br /> E -20- <br /> 22- <br /> 24 <br /> zDzz24 <br /> 25 <br /> I <br /> f 28 <br /> 4 CG-SB12-W1 <br /> 30CG—SB 12-30.5 <br /> 5 5 <br /> 9 SP—SM POORLY GRADED SAND WITH SILT (SP—SM): 90% FINE, POORLY <br /> f" I GRADED SAND; 10% FINES; DARK GREENISH GRAY, NO PRODUCT <br /> JiFn 32 ODOR, NO ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS yy <br /> h \ 1 <br /> 34 <br /> 31.5/35-36.5/40' SILTY SAND (SM): <85% FINE, POORLY GRADED SAND; >15% <br /> FINES; DARK GREENISH GRAY, NO PRODUCT ODOR, NO ORGANICS, <br /> 36 5 41 SM WET, WEAK CEMENTATION, HOMOGENOUS <br /> 4 <br /> L738 \ 36.5/40 - 41' POORLY GRADED SAND (SP): >95% FINE-MEDIUM, POORLY <br /> GRADED SAND; <5% FINES; DARK GREENISH GRAY, NO PRODUCT <br /> E \ ODOR, NO ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS <br /> SP <br /> i 4D <br />