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WATERWORK
<br /> .-.� WELLIBORING LOG
<br /> SMITH CANAL FONTANA AVENUE, STDCKTON, CA 00148-3
<br /> PROJECT LOCATION PR[]JECT NO,
<br /> 44 WELL/BORING NO. MW-2 SURFACE ELEVATICN FT WELLHEAD ELEVATION
<br /> r ; DATE DRILLED 10/17/69 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL
<br /> DRILLING COMPANY USTERBERG & STEWART DRILLER T, OLSEN METHOD HOLLOW STEM AUGER
<br /> 17::1 BCRE HOLE DIAMETER 5.0 IN DEPTH DRILLED 30.0 FT DEPTH TO WATER INITIAL 15.5 FT STATIC FT
<br /> f ' CASING TYPE PVC F480 DIAMETER 2.0 rN SCHEDULE 40
<br /> r INTERNAL 0 EL TO 6 FT
<br /> SCREEN TYPE PVC DIAMETEP 2.0 IN SLOT SIZE 0.020 rN INTERVAL 6. __ ET TO 26 ET
<br /> FILTER PACK TYPE MONTEREY SAND H3 INTERVAL 5 FT TO 26 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 FT 5
<br /> TO FT
<br /> G - NUTES
<br /> WELL DEPTH PID SAMPLE ID U,SG, SOIL DESCRIPTION
<br /> DETAIL (FT.) (PPM) KOWCOUNT LOG
<br /> 0 0-6' ASPHALT
<br /> Gp 6'-2' ROAD BASE GP, 50% SUBRND, M-CRS PRLY GRDD GRVL, 507. SUBRND, FN-
<br /> 7:t- PRLY GRDD SND, BRN, SL MST, NPO
<br /> 2 2-8' CL, 100% FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, H PLST, STIFF,
<br /> SLT, GRY/BLK, SL PO, SL MST
<br /> 4 MW2A
<br /> - 0 3 CL
<br /> 6 4
<br /> F St 8 8-16' CL/ML, 1006 FNS, L-M DRY STRNGTH, SLW-M DLTNCY, M TGHNSS, L-M
<br /> =� PLST, M STIFF, SLT, CRY GRN, SL - M PO, SL MST-MST, ROOTS
<br /> l MW23
<br /> 10 2
<br /> 87 3
<br /> 3
<br /> - 12 CL/ML
<br /> 14 MW2C
<br /> ryi - 3
<br /> Er_i
<br /> 16 0.5 3
<br /> F F
<br /> 8 16-20' ML, 100'/ FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT,
<br /> = SLT, GRY GRN, NPO, WET
<br /> - 18 HL
<br /> 20 0 20-26' SM, 50% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, SO%
<br /> FN-M PRLY 6-RDD SND, CRY, NPO, WET
<br /> 22
<br /> C-;
<br /> 24
<br /> f:r, -
<br /> f_`3 = 2 6
<br /> . I 8 8
<br /> 30
<br /> 32
<br /> r
<br /> 34
<br /> 38
<br /> 40
<br /> PAGE i 0F
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