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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE STOCKTON CA PROJECT NO. 00148-3 <br /> WELL/BORING NO. Mu-2 SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> DATE DRILLED 10/17/89 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> DRILLING COMPANY OSTERBERG 6 STEWART DRILLER T. OLSEN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 30.0 FT <br /> CASING TYPE PVC F480 DIAMETER 2 0 DEPTH TO WATER. INITIAL 15. cT STATIC FT <br /> .0 IN SCHEDULE 40 INTERVAL 0 FT <br /> SCREEN TYPE PVC DIAMETER 2.0 IN SLOT SIZE 0.020 IN INTERVAL TO 6 FT <br /> FILTER PACK TYPE MONTEREY SAND •3 5 FT TO 26 FT <br /> INTERVAL 5 FT Tp _ 26 FT <br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 FT TO 5 FT <br /> NOTES <br /> WELL DEPTH PID AMPLE ID U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOVCOUN LOG <br /> 0 0-6' ASPHALT <br /> GP 6'-2' ROAD BASE GP, 50% SUBRND, M-LRS PRLY GRDD GRVL 50% SUBRND, FN- <br /> CRS, PRLY GRDD SND. BRK SL MST, NPO <br /> 2-8' CL 100% FNS, M DRY STRNGTH, SLV DLTNCY, M TGHNSS, M PLST, STIFF; <br /> SLT, GRY/BLK, SL PO. SL MST <br /> 4 MW2A <br /> 0 3 CL <br /> 6 4 <br /> 8 8-16' CL/ML 100% FNS, L-M DRY STRNGTH, SLW-M DLTNCY, M TGHNSS, L-M <br /> PLST, M STIFF, SLT, GRY GRN, SL - M PO, SL MST-MST, ROOTS <br /> MW2B <br /> 10 2 <br /> 87 3 <br /> 3 <br /> 12 Cl/HL <br /> 14 MV2C <br /> 3 <br /> 16 os 3 <br /> 8 16-20' ML, 100% FNS. L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> SLT, GRY GRN, NPO. VET <br /> 18 ML <br /> 2() 0 20-26' SM, 50% FNS. L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 507.. <br /> FN-M PRLY GRDD SND, GRY, NPO, WET <br /> — 22 <br /> 24 SM/ML <br /> = 0 <br /> — 26 <br /> 28 <br /> 30 <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> PAGE i OF <br />