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AlICASSOCIATES INC. <br /> 1117 lane Patin Avenue,Suite B,godesID,Cofdamia,95351 LOG OF BORING S B 1 3 <br /> PROJECT SMITH CANAL PUMPING PLANT LOCATION 2144 FONTANA AVENUE, STOCKTON, CALIFORNIA PROJECT NO. 62574.0002 <br /> s%+ DATE DRILLED 09/17/99 LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH TECHNOLOGY <br /> `,I BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 30 FT DEPTH TO WATER : INITIAL 22 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 /> SURFACE SEAL TYPE NEAT CEMENT YIA TEEMIE METHOD- INTERVAL 0 FT TO 30 FT <br /> COMMENTS: ADVANCED AND EXPOSED SCREEN FROM 20-24 FEET TO COLLECT WATER SAMPLE PAGE 1 OF 1 <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> Fs=V <br /> 2 <br /> 1 4 <br /> 6 <br /> 3 <br /> 8 GW 0-14, WELL GRADED GRAVEL (FILL) (GW): <57. FINE—COARSE SAND, >90% <br /> FINE—COARSE, WELL GRADED GRAVEL; <5% FINES, NO PRODUCT <br /> j ODOR <br /> 10 <br /> J <br /> 12 <br /> 14 SC—SBI3—I4,0 <br /> 100 <br /> 16 <br /> Ff <br /> ;1 18 CL 14-22/26' LEAN CLAY (CL): <1OX FINE. POORLY GRADED SAND; >90X FINES, <br /> LOW—MEDIUM TOUGHNESS, MEDIUM PLASTICITY, DARK GREENISH—CRAY, <br /> MODERATE—STRONG PRODUCT ODOR, NO ORGANICS, MOIST—WET, <br /> f_cl20 1 D <br /> WEAK CEMENTATION, HOMOGENOUS <br /> 22 <br /> S'_I 24 10 SC—SB13-23-5 <br /> 26 5 SC-S813-MO <br /> SP 22/26-30' POORLY GRADED SAND (SP): >90% FINE POORLY GRADED SAND: <10% <br /> 28 FINES, DARK GREENISH-GRAY, NONE-SLIGHT PRODUCT ODOR, NO <br /> ORGANICS, MOIST-WET, WEAK CEMENTATION, HOMOGENOUS <br /> 3Q 5 <br /> 1:=, <br /> —32- <br /> -34 <br /> 36 <br /> 38 <br /> f 4 40 <br />