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WATER WORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE, STOCKTON, CA PROJECT NO. 00148-3 <br /> I WELL/BORING NO. $S-1 SURFACE ELEVATION ET WELLHEAD ELEVATION �T <br /> DATE DRILLED 10/17/89 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG 8 STEWART DRILLER T. OLSEN METHOD HCLLOW STEM AUGER <br /> i BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 16 1-T DEPTH TO WATER1 INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER - IM SCHEDULE INTERVAL ET TO F7 <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTHNITE INTERVAL FT TO __ F7 <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION <br /> I DETAIL (FT.) (PPM) BLUWCUUNT LOG <br /> 0 0-6' ASPHALT <br /> GP 6 —2 ROAD BASE GP, 50% SUBRND, M—CRS PRLY GRDD GRVL, 50Z SUBRND, FN— <br /> CRS, PRLY GRDD SND, BRN, SL MST, NP❑ <br /> 2 2-10' CL, 1007• FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, H PLST, STIFF, <br /> SLT, GRY/BLK, SL PO, SL MST <br /> r 4 <br /> fTc=' 0 SB1A <br /> 5 <br /> 7 CL <br /> 8 <br /> SB1B <br /> 10 I <br /> 1 <br /> 0 Q 10-16' ML, 100% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> i12 SLT, GRY GRN, NPO, WET <br /> CL/ML <br /> 14 SBIC <br /> 5 <br /> ?� <br /> 43 6 <br /> 16 7 <br /> 20 <br /> 22 <br /> 24 <br /> 26 <br /> 28 <br /> f� <br /> 30 <br /> i <br /> 32 <br /> -J <br /> 34 <br /> 1 <br /> 36 <br /> 38 <br /> 40 <br /> z:i PAGE i OF i <br />