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WATERWORK
<br /> ,. WELL/BORING LOG
<br /> PRCJECT SMITH CANAL LOCATION FUNTANA AVENUE, STOCKTON, CA
<br /> PROJECT NO, 00148-3
<br /> :j WELL/BORING NO. MW-1 SURFACE ELEVATION ET WELLHEAD ELEVATION L
<br /> ' REVIEWED BY RUSSELL JUNCAL RG3864 ROBERT JUNCAL
<br /> F-=1 DATE DRILLED 10/17/89 LOGGED BY
<br /> DRILLING COMPANY OSTERBERG & STEWART DRILLER T. OLSEN METHOD HOLLOW STEM AUGER
<br /> BORE HCLE DIAMETER 8--0 �N DEPTH DRILLED 30.0 FT DEPTH TO WATER: INITIAL _. 16 FT STATIC FT
<br /> PVC F480 2.0 IN SCHEDULE 40
<br /> CASING TYPE DIAMETER INTERVAL 0 FT TO 8 FT
<br /> SCREEN TYPE PVC DIAMETER 20_ IN SLOT SIZE 0020 IN INTERVAL 8 FT TO 29 �L
<br /> FILTER PACK TYPE MCNTEREY SAND a3 INTERVAL 6 FT TO 29 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE 0 FT
<br /> NOTES INTERVAL T❑ 6 FT
<br /> WELL DEPTH PID AMPLE ID U.S.G. SUIL DESCRIPTION
<br /> DETAIL (FT,) (PPM) 9LMOUNT LOG
<br /> 0 0-6" ASPHALT
<br /> : -
<br /> GP 6'-2' ROAD BASE GP, 50% SUBRND, M-CRS PRLY GP.DD GRVL, 50% SUBRND, FN-
<br /> CRS, PRLY GRDD SND, BRN, SL MST, NPO
<br /> 2-6' CL, 100% FNS, M DRY STRNGTH, SLW DLTNCY, M TGHNSS, H PLST, STIFF,
<br /> SLT, GRY/BLK, SL PU, SL MST
<br /> MWIA
<br /> 0 3
<br /> 6-2fl'CL
<br /> 6 5 CL/ML, 100% FNS, L-M DRY STRNGTH, SLW-M DLTNCY, M TGHNSS, L-M
<br /> PLST, M STIFF, SLT, GRY GRN, NPO, SL MST-MST, ROOTS
<br /> 10 0 MWIB
<br /> 2
<br /> 3
<br /> 6 NUTL: SEWER ODGR AT 15 FEET
<br /> CL/ML
<br /> 14 Mwlc
<br /> F r = 0 3
<br /> 5
<br /> 16 6
<br /> cf_ = 18
<br /> ci = 2O MW1D 3
<br /> 20-24' ML, 100% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT,
<br /> 0 4 SLT, GRY GRN, NPO, WET
<br /> 7
<br /> 22
<br /> =r�
<br /> HL
<br /> 24 24-30' SM, 50% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50%
<br /> CeCrt = 0 FN-M PRLY GRDD SND, GRY, NPO, WET
<br /> L, =
<br /> 26
<br /> SM/ML
<br /> E r
<br /> 30
<br /> 32
<br /> r
<br /> 34
<br /> 36
<br /> f l 38
<br /> f�y
<br /> 40 -
<br /> ` :; PAGE i CSF I
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