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WATER WORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE. STOCKTON CAPRCUECT N0. 00148-3 <br /> WELL/BORING N0. MV-3 SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> DATE DRILLED 10/18/89 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG 8 STEWART DRILLER T. OLSEN <br /> BORE HOLE DIAMETER 8.0 IN METHOD HOLLOW STEM AUGER <br /> DEPTH DRILLED 30.0 FT DEPTH TO WATER. INITIAL FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 400 INTERVAL FT TO B FT <br /> SCREEN TYPE PyC <br /> DIAMETER 2.0 IN SLOT SIZE 0.020 IN INTERVAL a FT TO 30 FT <br /> FILTER PACK TYPE MONTEREY SAND n3 INTERVAL 6 FT TO 30 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 FT TO 6 FT <br /> NOTES <br /> WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) LOWCOUN LOG <br /> O 0-5' GP, 60% SUBRND-SUBANG. FN-CRS, HRD, PRLY GRDD GRVL, 40% FNS, NPO <br /> 2 GP <br /> 4 MW3A <br /> 3 <br /> 0 <br /> a 5-16' CL/ML, 100% FNS, L-M DRY STRNGTH, SLV-M DLTNCY, M TGHNSS. L-M <br /> 6 5 PLST, M STIFF, SLT, GRY GRN, SL-N PO. SL MST-MST, ROOTS <br /> 8 <br /> IO MW3B <br /> 2 <br /> 2 CL NOTE. SL PO E 11 FEET <br /> 0.5 3 <br /> 12 <br /> 14 Mv3C <br /> 2 <br /> 3 <br /> I6 66 6 16-20• ML. 100% FNS, L DRY STRNGTH, M DLTNCY. L TGHNSS. L PLST, SFT, <br /> _ SLT, GRY GRN, SL-M PD. WET <br /> 18 ML <br /> 20-30' SM, 50% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50% <br /> FN-M PRLY GRDD SND, GRY, NPO, WET <br /> 20 0.9 <br /> 22 <br /> 24 SM/ML <br /> 0 <br /> 26 <br /> 28 <br /> 30 <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> PAGE OF i <br />