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WATER WORK <br />' WELL/BORING LOG <br /> • PROJECT TELIC/KNOWLES LOCATION 1140 V HAMMER LANE, STOCKTON, CA - PROJECT NO 29223,1 <br /> DELL/RILING NO. SURFACE ELEVATION FT WELLHEAD ELEVATION <br /> DATE DRILLED 1D-133-8-9 g REVIEWED BY RUSSELL_JUNCAL RG 3854 LOGGED BY J SCMCLLARn ~� <br /> DRILLING COMPANY SIERRA DRILLING DRILLER R CRANE METHOD HOLLOV STEM AUGER <br /> BORE HOLE DIAMETER 9 IN DEPTH DRILLED 335 FT DEPTH TO WATER. INITIAL FT STATIC �Er <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL— FT TO <br /> SCREEN TYPE DIAMETER — N SLOT SIZE --UL INTERVAL TO <br /> FILTER PACK TYPE <br /> INTERVAL FT TO <br /> NOTES �FZ <br /> SURFACESEAL TYPE INTERVAL FT TO Z <br /> WELL DEPTH PID AMPLE ID U.S G <br /> DETAIL (FT.) PPM) ;LGWCCUNi LOG SOIL DESCRIPTION <br /> 0 0-5' CRGANIC SOIL, <54 VF SND >954 FNS H DRY STRNGTH, R DLTNCY, <br /> H TGHNSS, M-H PLST, V STIFF NPa MST, HCMCL SLK <br /> 2 <br /> 1 4 <br /> 1 D 7-85' SP, )95.4 F-C. PRLY-H GRDD SND, <5.t FHS, y DNS NPO, MST HONG <br /> 8 0 12 PREDOMINANTLY M GRAINED SNB, VARYING V0 CCLDRS-RI!/TAN <br /> 30 <br /> lie 12 31 12-135' FAT CLY <S/. VF PRLY CR.^,D SND >95/, F4S H DRY STRNGTH, N-„L <br /> 0 is DLTNCY H TGHNSS. H PLST HR3 NPC, MST 3LKY & HOMO, RUST- <br /> 14 GRY GRN <br /> 16 <br /> 18 <br /> 20 <br /> — 22 SB15-9 <br />' 0 9 <br /> 13 22-23.5' GRLY GRDIt VF SND W/SLT )851 VF-F PRLY CRDD SLTY SND, <I5/.15 FNS H DRY STiRNGTN, R DLTNCY, CRGANIC M DNS NPO, MST HCMG, <br /> 24 B NTE VERTICAL STREAKING, EVIDENCE IIF BECEROSICK RUST-GRY- <br /> 25 <br /> 28 <br /> 30 <br /> 32 5815-33' 32-33.5' FAT CLY, CSI VF PRLY GROD SND >95Z FNS. H DRY STRNGTH. SL-N <br /> 0 11 DLTNCY, H TGHNSS, H-H PLST. HRD, NPCL HST BUOY 6 HOMO, 8LK <br /> 17 STAINING, RED-RUST-BRN <br /> 34 22 <br /> 36 <br /> 38 <br /> 40 <br /> PACE C}F� <br /> 1 <br />