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�- WATER WORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE, STOCKTON, CA PROJECT NO. 00148-3 <br /> WELL/B❑RING NO. S8-1 SURFACE ELEVATI❑N ET WELLHEAD ELEVATI❑N CT <br /> DATE DRILLED I6/t7/89 REVIEWED BY RUSSELL JUNCAL RG385a LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG R. STEWART DRILLER T- OLSEN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8.0 IN <br /> DEPTH DRILLED l6 FT DEPTH TO WATER INITIAL FT STATIC FT <br /> CASING YYPE DIAMETER _ IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER _ IN SLOT SIZE IN INTERVAL FT TO FT <br /> ii <br /> I I FILTER PACK TYPE INTERVAL FT TO FT <br /> i <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL FT TO - FT <br /> F: N❑TES <br /> VELL DEPTH PID AMPLE ID U.S.G. <br /> E::• SOIL DESCRIPTION <br /> DETAIL (FT.) (PPM) LOWCOUNT LOG <br /> G 0-6' ASPHALT <br /> GP 6'-2' ROAD BASE GP, 50% SUBRND, M-CRS PRLY GRDD GRVL, 507 SUBRND, FN- <br /> CRS, PRLY GRDD SND, BRN, SL MST, NPO <br /> 2 2-10' CL, 1007 FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, H PLST, STIFF, <br /> !: SLT, GRY/BLK. SL PE1 SL MST <br /> 4 <br /> 0 SBIA <br /> 5 <br /> 6 6 <br /> k 7 CL <br /> 8 <br /> SB1B <br /> IO 11 <br /> 0 4 10-16' ML, 100% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> 12 <br /> SLT, GRY GRN. NPEL WET <br /> CL/ML <br /> i 14 SB 1C <br /> 5 <br /> 43 6 <br /> 1' 16 7 <br /> --- 18 <br /> l: 20 <br /> 22 <br /> E ' 24 <br /> -� <br /> 26 - <br /> 28 <br /> 30 <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> -� PAGE OF i <br />