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kE <br /> I <br /> WATER WORK <br /> f <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL <br /> LOCATION FONTANA AVENUE, STOCKTON, CA PROJECT N❑. 00148-3 <br /> WELL/BORING NO. MW-3 SURFACE ELEVATION _ FT WELLHEAD ELEVATION FT <br /> I DATE DRILLED 10/18/89 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY ❑STERBERG f STEWART DRILLER T. OLSEN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 30.0 FT DEPTH T❑ WATER INITIAL FT STATIC FT <br /> PVC F480 40 INTERVAL 0 FT TO 8 FT <br /> CASING TYPE DIAMETER 2.0 SPL SCHEDULE <br /> SCREEN TYPE PVC DIAMETER 2.0- IN SLOT SIZE _ 0.020 IN INTERVAL_ 8 FT TO 30 ET <br /> FILTER PACK TYPE MONTEREY SAND #3 INTERVAL 6 FT TO 30 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 PT T 6 FT <br /> NOTES <br /> `I WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) BLOWCOUNI LOG <br /> Q 0-5' GP, 60% SUBRND-SUBANG, FN-CRS- HRD, PRLY GRDD GRVL, 407 FNS, NPO <br /> 2 GP <br /> 4 MW3A <br /> D 4 5-16' CL/ML, 100% FNS, L-M DRY STRNGTH, SLW-H DLTNCY, M TGHNSS. L-H <br /> 6 5 PLST, H STIFF, SLT, GRY GRN, SL--N PO, SL MST-MS7, ROOTS <br /> VA <br /> - 10 MW3B 2 <br /> 1 1 - <br /> 2 CL NOTE, SL PO 2 11 FEET <br /> 0.5 3 <br /> — - 12 <br /> =-� - 14 MW3C <br /> - 2 <br /> 3 <br /> (= = 16 66 6 16-20' ML, 1013% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> E = SLT, GRY GRN, SL-M PO, 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 <br /> 0.9 <br /> = <br /> 22 - <br /> 24 — <br /> SM/ML <br /> 224 sM/ML <br /> 0 <br /> 26 <br /> 28 <br /> 30 " <br /> 32 <br /> � 1 <br /> 34 <br /> j 36 <br /> � 3 8 <br /> 40 <br /> `. PAGE OF L <br /> iL <br />