Laserfiche WebLink
-------...- - <br /> I <br /> WATER WORK <br /> i <br /> F_s <br /> WELL/BORING LOG <br /> PROJECT SMITH CANAL L❑CATI❑N FONTANA AVENUE, STOCKTON, Ca_ _ PROJECT Np. 00148-3 <br /> 5 <br /> WELL/BORING NO. MW-1 SURFACE ELEVATION FT WELLHEAD ELEVATION FT <br /> DATE DRILLED 10/17/89REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY ROBERT JUNCAL <br /> i.. � DRILLING COMPANY OSTERBERG 8 STEWART DRILLER T- OLSEN METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8,0 IN DEPTH DRILLED 30.0 FT DEPTH TO WATER INITIAL 16 FT STATIC FT <br /> CASING TYPE PVC F480 DIAMETER 2.0 IN SCHEDULE 40 INTERVAL 0 FT TO 8 FT <br /> SCREEN TYPE PVC DIAMETER 2.0 IN SLOT SIZE 0.o2a IN INTERVAL, 8 FT TO 29 FT <br /> FILTER PACK TYPE MONTEREY SAND 03 INTERVAL 6 FT TO 29 FT <br /> SURFACE SEAL TYPE MEAT CEMENT/BENTONETE INTERVAL 0 FT TO 6 FT <br /> ❑TES <br /> - ? WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION' <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG <br /> j O 0-6' ASPHALT <br /> 6'-2' ROAD BASE GP, 50X SUBRMD, M-CRS PRLY GRDD GRVL 50% SUBRND, FN- <br /> GP CRS, PRLY GRDD SND, BRN, SL MST, NPO <br /> 2 <br /> 2-6' CL. 100% FNS, M DRY STRNGTH, SLV DLTNCY, M TGHNSS, H PLST, STIFF. <br /> 4 SLT, GRY/BLK. SL PO, SL MST <br /> HWIA <br /> 0 2 CL <br /> 6 5 6-20' P�S ' i <br /> T�MSTIFF, SLT, GRY GRN, NPO, LDLTNCY, TGHNSS, L-M <br /> NPO, SLMS7 MST, R013TS <br /> MW1B <br /> IO o 2 <br /> 3 <br /> _ 6 NOTE& SEVER ODOR AT 15 FEET <br /> = 12 CL/ML <br /> 14 MWIC <br /> 3 <br /> 5 <br /> 16 6 <br /> — 18 <br /> = MWID <br /> 20-24' ML, 1007 FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, <br /> l `I — 20 0 4 SLT,GRY GRN, NPO, WET <br /> 4 <br /> — _ 22 <br /> ML <br /> 24 24-30' SM, 50% FNS, L DRY STRNGTH, M DLTNCY, L TGHNSS, L PLST, SFT, 50% <br /> — 0 FN—M PRLY GRDD SND, GRY, NPO, VET <br /> 26 - <br /> 28 — SM/ML <br /> 30 <br /> 32 - <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> PAGE _1 OF I <br />