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I <br /> WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2350 EAST STREET, TRACY CA PROJECT NO WO388 <br /> WELL/BORING NO S88 SURFACE ELEVATION NS --FT WELLHEAD ELEVATION NS FT <br /> DATE DRILLED 12/18/91 REVIEWED BY GREG STAHL RG NO 5023 LOGGED BY LOIS FRANTZ <br /> I DRILLING COMPANY EXCELTECH DRILLER GENE NUNES METHOD SOLID FLIGHT AUGER <br /> BORE HOLE DIAMETER 4 IN DEPTH DRILLED 7 FT DEPTH TO WATER INITIAL FT STATIC __FT <br /> CASING TYPE DIAMETER - - IN - SCHEDULE INTERVAL FT TO _,FT <br /> SCREEN TYPE DIAMETER - - 1N- SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE - INTERVAL TO FT <br /> SURFACE SEAL TYPE CEMENT/SAND SLURRY OVER BENTONITE INTERVAL 0 FT TO 7 FT_ <br /> NOTES 1 FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> I WELL DEPTH PID SAMPLE ID U S G <br /> DETAIL (FT) (PPM) BLOWCOUN LOC SOIL DESCRIPTION <br /> ' 0 0-3" ASPHALT <br /> 3 -7 LEAN CLAY <5% SA-SR, FN-M PRLY GRDD SND, >95% FNS H-VH DRY <br /> 2 STRNGTH SLW DLTNCY L-M TGHNSS N-L PLST, STIFF, DRK YLLW BRN, <br /> SL-M PO MST N HCL REACTION, WEAK CEMENTATION HOMO <br /> I 4 CL <br /> SB8-6 5- <br /> 6 1230 5 <br /> 17 <br /> 8 <br /> 10 <br /> 12 <br /> I 14 <br /> 16 <br /> ' 18 J <br /> 20 _ <br /> I 22 <br /> 24 _ <br /> I ��BRED ^, <br /> 26 <br /> 28 GREGORY P. <br /> I STAHL <br /> 30 1 No 5023 <br /> 32 <br /> I 34 --OF CAt1E0� <br /> 36 <br /> 38 <br /> 40 - <br /> 42 <br /> IPAGE 1 OF <br />