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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE, STOCKTON CA PROJECT NO. 00148-3 <br /> WELL/BORING NO. MW-4 SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> DATE DRILLED 10/18/89 REVIEWED BY RUSSELL JUNCAL RG3864 <br /> DRILLING COMPANY OSTERBERG S STEWART LOGGED ROBERT JUNCAL <br /> BORE HOLE DIAMETER - 8.0 IN DRILLER T. OL SEN METHOD HOLLOW STEM AUGER <br /> DEPTH DRILLED 36 FT DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 40 <br /> INTERVAL 0 FT TO _ to FT <br /> SCREEN TYPE PVC <br /> DIAMETER 2.0 IN SLOT SIZE 0.020 IN INTERVAL to FT 70 _ 29 FT <br /> FILTER PACK TYPE MONTEREY SAND #3 INTERVAL a FT TO 29 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 FT TO 8 FT <br /> NOTES BLANK CASING 29-34 FEET. SCREEN 34-36 FEET. <br /> WELL DEPTH PID AMPLE ID U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) LOVCOUN LOG <br /> 0 0-16' (FILL) 95'/. SUBRND. FN-CRS, HRD GRVL 5% SUBANG-SUBRND, SND, <br /> SRN. N-SL PO, SL MST <br /> 2 <br /> 4 MV4A <br /> 0 t <br /> 6 2 <br /> NOTE: SL DIESEL ODOR @ 5 FEET <br /> GV <br /> 8 <br /> 10 2 MV4H 1 <br /> 2 <br /> 3 <br /> 12 <br /> 14 <br /> _ MV4C <br /> 1 <br /> 16 264 3 16-26' CL/ML, 1007. FNS, L-M DRY STRNGTH, SLV-M DLTNCY, M TGHNSS, L-M <br /> PLST, M STIFF, SLT, GRY GRN, M PO, MST-VET, ROOTS <br /> 18 <br /> 20 CL/ML <br /> 22 <br /> 24 26-36' SM, 50% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50% <br /> FN-M PRLY GRDD SND, GRY, SL PO. WET <br /> 26 <br /> 28 <br /> 30 <br /> SM/ML <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> PAGE OF <br />