|
WATERWORK
<br /> WELL/BORING LOG
<br /> PROJECT SMITH CANAL LOCATION FONTANA AVENUE STOCKTON CA PROJECT NO. 00148-3
<br /> WELL/B❑RING NO. MW-2 SURFACE ELEVATI❑N FT WELLHEAD ELEVATION FT
<br /> e DATE DRILLED 10/17/89 REVIEWED BY RUSSELL JUNCAL RG3864 ROBERT JUNCAL
<br /> LOGGED BY
<br /> DRILLING COMPANY OSTERBERG L STEVART DRILLER T. OLSEN METHOD HALLOW STEN AUGER
<br /> BORE HOLE DIAMETER 8.0 IN DEPTH DRILLED 30.0 FT DEPTH TO WATER, INITIAL 15.5 FT STATIC FT
<br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 40 INTERVAL 0 ET TO 6 _ FT
<br /> I SCREEN TYPE PVCDIAMETER 2.0 IN SLOT SIZE 0.020 IN INTERVAL 6 FT TO 26 FT
<br /> I>. FILTER PACK TYPE MONTEREY SAND 03 INTERVAL 5 EL TO _ 26 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT/BENTONITE INTERVAL 0 FT TO 5 FT
<br /> NOTES
<br /> WELL DEPTH PID SAMPLE ID U.S.G.
<br /> DETAIL (FT.) (PPM) LOVCOUN LOG SAIL DESCRIPTION
<br /> =•I O 0-6' ASPHALT
<br /> 3 - -
<br /> GP 6'-2' ROAD BASE GP, 50% SUBRND, M-CRS PRLY GRDD GRVL, 50% SUBRND, FN-
<br /> CRS, 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 MV2A
<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 Pp, SL MST-MST, ROOTS
<br /> 3 — MV2B
<br /> 10 2
<br /> 87 3
<br /> 3
<br /> 12 CL/ML
<br /> 14 Mv2c
<br /> — _ 3
<br /> 16 0.5 3
<br /> — 8 16-20' ML, 100% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT,
<br /> r_ —
<br /> ,\,:'� — SLT, GRY GRN, NPO, VET
<br /> 18 ML
<br /> _ 20 0 20-26' SM, 507. FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50%
<br /> FN-14 PRLY GRDD SND, GRY, NPO, WET
<br /> E —
<br /> 22 -
<br /> 24 —
<br /> 224
<br /> - SM/ML
<br /> 0
<br /> _
<br /> 26 -
<br /> 28 -
<br /> 30
<br /> 62830
<br /> �. 32
<br /> 34
<br /> ! 36
<br /> 38
<br /> j 40
<br /> PAGE OF 1
<br /> �3
<br />
|