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WATERWORK � ..J <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE, STOCKTON CAPROJECT NO. 00148-3 <br /> WELL/BORING NO. MW-1 SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> DATE DRILLED 10/17/89 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG & STEWART DRILLER T. OLSEN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 30.OFT DEPTH TO WATER: INITIAL 16 FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 40 INTERVAL 0 FT TO 8 FT <br /> SCREEN TYPE PVC DIAMETER 2.0 IN SLOT SIZE 0.020 IN INTERVAL 8 FT TO 29 FT <br /> FILTER PACK TYPE MONTEREY SAND 03 INTERVAL - 6 FT TO 29 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE <br /> INTERVAL 0 FT TO 6 FT <br /> NOTES <br /> WELL DEPTH PIDAMPLE IE U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT.) <br /> (PPM) <br /> LOWCOUN LOG <br /> _ 0 0-6' ASPHALT <br /> GP 6'-2' ROAD BASE GP, 50% SUBRND, M-CRS PRLY GRDD GRVL 50% SDBRND, FN- <br /> 2 CRS, PRLY GRDD SND. BRN, SL MST, NPO <br /> 2-6' CL 100%. FNS. M DRY STRNGTH, SLV DLTNCY, M TGHNSS, H PLST, STIFF, <br /> _ SLT, GRY/BLK, SL Pp, SL MST <br /> 4 MWIA <br /> 0 3 CL <br /> 6 5 6-20' CL/ML 100% FNS, L-M DRY STRNGTH, SLV-M DLTNCY, M TGHNSS, L-M <br /> PLST, M STIFF, SLT, GRY GRN, NPO, SL MST-MST, ROOTS <br /> 8 <br /> 10 0 MWIB <br /> 2 <br /> 3 <br /> 6 NOTE. SEVER ODOR AT 15 FEET <br /> 12 LL/ML <br /> 14 MW1C <br /> ww <br /> 0 3 <br /> 5 <br /> 16 6 <br /> - 18 <br /> MW1D <br /> 20 3 20-24' ML 100% FNS. L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> 04 SLT, GRY GRN, NPO, WET <br /> 22 7 <br /> ML <br /> 24 24-30' SM. 50% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50% <br /> _ D FN-M PRLY GRDD SND, GRY, NPO, WET <br /> 26 <br /> 28 SM/ML <br /> 30 <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> PAGE OF i <br />