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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LQCATICN FONTANA AVENUE, STOCKTON. CA PROJECT NQ. 00148-3 <br /> r. <br /> k' WELLi MW-3 B❑RTNG N❑, SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> 10/18/89 <br /> DATE ➢PILLED REVIEWE➢ BY RUSSELL JUNCAL RG3864 LAGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG & STE.JART DRILLER T. OLSFN METH❑D HOLLOW STEM AUGER <br /> BARE HOLE DIAMETER 8.0 IN DEPTH DRILLED 30.0 F7 DEPTH TO WATER: INITIAL --FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 40 INTERVAL 0 FT TD 8 FT <br /> Ed SCREEN! TYPE PVC DIAMETER. 2.0 IN SLOT SIZE 0.620 IN INTERVAL B ET Tp 3� FT <br /> FILTER PACK TYPE MONTEREY SAND n3 INTERVAL 6 FT Tp 30 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTGNITE INTERVAL 0 FT Tp 6__E I <br /> N❑TES <br /> WELL DEPTH PID SAMPLE ID U.S.G. S❑IL DESCRIPTIDN <br /> DETAIL (FT) (PPM) BLOWCOUNT LOG <br /> 0 0-5' GP, 60% SUBRND—SUBANG, FN—CRS, HRD, PRLY GRDD GRVL, 407. FNS, NPO <br /> 2 <br /> GP <br /> 4 MW3A <br /> F 0 3 <br /> q 5-16' CL/ML, 100% FNS, L-M DRY STRNGTH, SLW-M DLTNCY, M TGHNSS, L-M <br /> 6 5 PLST, M STIFF, SLT, GRY GRN, SL-N PO, SL MST-MST, ROOTS <br /> }r' = MW3B <br /> = 10 2 CL <br /> 2 NOTE SL P❑ R 11 FEET <br /> 0.5 3 <br /> 12 <br /> 14 MW3C <br /> = 2 <br /> _ 3 <br /> — <br /> 16 6 <br /> 66 16-20' ML, 100% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> ELT, GRY GRN, SL-M PG, WET <br /> G--d = 1� ML <br /> = 20-30' SM, 507 FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50% <br /> ' FN-M PRLY GRDD SND, GRY, NPO, WET <br /> 20 09 <br /> j — 22 <br /> = 24 SM/ML <br /> 0 <br /> -:' 26 <br /> Rd = 28 <br /> 30 <br /> �= 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 — <br /> E s:� <br /> i=`:j PAGE 1 ❑F i <br />