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YxnK 0.11M-0-MEI_ <br /> `" WELL BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2940 EAST STREET, TRACY CA PROJECT NO. W0368 <br /> WELL/BORING NO. SBA SURFACE ELEVATION NS a WELLHEAD ELEVATION _ NS -T— <br /> DATE DRILLED 12/17/91 REVIEWED BY dREG STAHL RC NO. 5025 <br /> LOGGED BY LOIS FRANTY <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES METHOD SOLID FLIGHT AUGER <br /> BORE HOLE DIAMETER 4 IN DEPTH DRILLED Z DEPTH TO WATER INITIAL -El STATIC -- FT <br /> CASING TYPE DIAMETER . ----JN SCHEDULE INTERVAL TO - FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE ____�IN INTERVAL _El TO - FT <br /> FILTER PACK TYPE INTERVAL - FT TO FT <br /> SURFACE SEAL TYPE CEMENT SAND SLURRY rn_tR BENTOVITE INTERVAL - 0 FT TO 7 FT <br /> ' NOTES 1 FOOT BENTONITE PLUG IN 807FOM OF BORING <br /> r^� WELL DEPTH PID SAMPLE ID U.S.G. SOLI DESCRIPTION <br /> DETAIL (Fr.) (Ppm) SLOWcau Loc <br /> w o 0 0—r ASPHALT <br /> 3 <br /> �.; Z LEAN CLAY; <5% SA—SR. FN-1!,PRLY CRDD SHO; ?95% FNS; H�-VH DRY <br /> r _ STRNGTH; SLW DLTNCY; L TOHNSS- L—M PLST; STIFF—V STIFF; DRK YLLW - <br /> GRN; NPO; LST; N—WEAK NCL REACTION;WEAK CEMENTATION; HOMO <br /> S-t <br /> 4 CL <br /> - SBt-6.5 <br /> 6 0 110 <br /> 15 <br /> g. <br /> t <br /> 12 <br /> 14 - <br /> 16 <br /> aE 20 <br /> F•' 22 <br /> I <br /> 24 <br /> L:n 26 <br /> r� <br /> 28 So Gfip�0 <br /> J. <br /> 30 <br /> 32 GREGORY P. <br /> I STAHL <br /> 34 �L No. 5023 <br /> LN <br /> 36 <br /> T— --- <br /> —38 <br /> E : 40 <br /> 6m <br /> �r <br /> PAGE!OF i <br />