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MA <br /> WATERWORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATI❑N FONTANA AVENUE STOCKTON CA PROJECT NO. 00148-3 <br /> WELL/BORING NO. MV-4 SURFACE ELEVATI❑N FT WELLHEAD ELEVATI❑N FT <br /> DATE DRILLED 10/18/89 REVIEWED $Y RUSSELL JUNCAL RG3864 LOGGED 8Y ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG g STEVART DRILLER T• {zL5EN METH❑D HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8.0 iN DEPTH DRILLED 36 FT DEPTH TO WATER, INITIAL FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 40 INTERVAL 0 FT TO 10 FT <br /> SCREEN TYPE PVC DIAMETER 2-0 IN SLOT SIZE 0.020 IN INTERVAL 10 F7 Tp 29 FT <br /> -� FILTER PACK TYPE MONTEREY SAND 43 INTERVAL 8 FT TO 29 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 FT TO 8 FT <br /> F "� N❑TES BLANK CASING 29-34 FEET. SCREEN 34-36 FEET. <br /> WELL DEPTH PID AMPLE ID U.S.G. <br /> = SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) BLOVCOUNT LOG <br /> k= � <br /> i.,.1 p 0'16' (FILL) 95% SUBRND. FN-CRS, HRD GRVL, 57 SUBANG-SUBRND, SND, <br /> BRN, N-SL PO. SL MST <br /> 2 <br /> _= q <br /> MW4A <br /> 0 1 <br /> 2 <br /> 6 2 NOTE: SL DIESEL ODOR @ 5 FEET <br /> G W <br /> Io 2 MV4B 1 <br /> 3 <br /> 12 <br /> 14 <br /> — MW 4C <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, CRY GRN, M PO, MST-VET, ROOTS <br /> i <br /> -- - 18 <br /> = <br /> 20 CL/ML <br /> F.' = 22 <br /> J 24 <br /> 26-36' SM, 50% FNS, L DRY STRNGTH, M DLTNCY. L 7GHNSS, L PLST, SFT, 50% <br /> FN-M PRLY GRDD SND. GRY, SL PO, VET <br /> 26 <br /> = 28 <br /> 30 <br /> SM/ML <br /> - 32 <br /> 34 <br /> 'r = 36 <br /> 38 <br /> k 40 <br /> I <br /> PAGES OF 1 <br /> I: <br />