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r 3 WATERWORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE,_S TOCK TON, CA PROJECT NO. 00148-y <br /> WELL/BORING NO. SB-2 SURFACE ELEVATION _FT WELLHEAD ELEVATION Fr <br /> DATE DRILLED 10/18/69 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY ❑STERBERG & STEWART T. OLSEN HOLLOW STEM AUGER <br /> DRILLER METHOD <br /> BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 16 FT DEPTH TO WATER: INITIAL FT STATIC FT <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL FT <br /> TO - FT <br /> r-: <br /> NOTES <br /> WELL DEPTH PID AMPLE 1D US,G. SOIL DESCRIPTI➢N <br /> DETAIL (FT) (PPM) BLOWCOUNT LUG <br /> k }r 0 0-L1' CL, 1002. FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, H PLST, STIFF, <br /> C={ SLT, GRY/BLK, NPO, SL MST, ROOTS <br /> 2 <br /> K <br /> 4 sB2A <br /> ti-- 0 <br /> 6 CL <br /> S132B <br /> 1p I1-16' CL/ML, 100% FNS, L-M DRY STRNGTH, SLW-M DLTNCY, M TGHNSS, L-M <br /> 12 PLST, M STIFF, SLT, GRY GRN, SL-M PD, SL MST-MST, ROOTS <br /> CL/ML <br /> 14 SB2C <br /> 3 <br /> 6 <br /> 16 9 <br /> 18 <br /> 22 <br /> >r 24 <br /> h--l� — 26 <br /> 28 <br /> 30 <br /> 32 <br /> I<� <br /> 34 <br /> - 36 <br /> r.v <br /> 38 <br /> {s� 40 <br /> PAGE 1 C;r <br />