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1 <br /> ®®®/® <br /> "® �"9m WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 EAST STREET TRACY CA PROJECT NO. W0385 <br /> WELL/BORING NO Sal SURFACE ELEVATION _. NS FT WELLHEAD ELEVATION NS CT <br /> DATE DRILLED 12/17/91 REVIEWED BY GREG STAHL RG NO 5023 - LOGGED BY LOIS FRANTZ <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES/STEVE MUCINS METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER ,.a IN-- DEPTH DRILLED 7 FT DEPTH TO WATER INITIAL F-r STATIC — FL <br /> CASING TYPE DIAMETER - IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER - IN SLOT SIZE IN INTERVAL FT TO -- FT <br /> FILTER PACK TYPE INTERVAL FT TO - FT <br /> SURFACE SEAL TYPE CEMENT/SAND SLURRY OVER BENTONITE INTERVAL 0 - FT_ TO _El <br /> NOTES I FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> WELL DEPTH PID SAMPLE ID U S G <br /> DETAIL (FT) (PPM) BLOWCOU LOG SOIL DESCRIPTION <br /> 0 ASPHALT <br /> 2 3"-7• LEAN CLAY WITH SAND, 25% SA-SR, FN-M, PRLY GRDD SND, 757. FNS, H- <br /> VH DRY STRNGH, SLW OLTHCY, L-M TGHNSS L PLST, STIFF, M YLLW BRN; <br /> M P0, MST, N HCL REACTION, WEAK CEMENTATION HOMO <br /> 4 CL <br /> Sal—6 s <br /> 6 119 1 <br /> 10 <br /> 1 8 <br /> 10 <br /> 12 - <br /> 14 <br /> 16 <br /> 18 <br /> 20 <br /> 22 <br /> 24 <br /> ' 26 <br /> 28c� _D <br /> G <br /> 30 �cry� c� <br /> 32 4 =GRiGORY P <br /> STAHL <br /> 1 34 No 5023 <br /> 36 OF CALIF <br /> 1 38 <br /> r <br /> 40 <br /> i <br /> 42 <br /> PAGE 1 OF <br />