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"®�A WELLIBORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 EAST STREET TRACY CA PROJECT NO W0388 <br /> WELL/BORING NO SBS SURFACE ELEVATION - NS- FT WELLHEAD ELEVATION HS CT <br /> DATE DRILLED 12/17/91 REVIEWED BY GREG STAHL RG NO 5023 <br /> LOGGED BY LOIS FRANTZ <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES METHOD SOUO FLIGHT AUGER <br /> BORE HOLE DIAMETER _. 4 IN DEPTH DRILLED 7 FT DEPTH TO WATER : INITIAL ._ Er STATIC ^EL <br /> CASING TYPE DIAMETER - IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER IN SLOT SIZE - 1N 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 - FT <br /> NOTES 1 FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> WELL DEPTH PID SAMPLE ID U.S G SAIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOU Loc <br /> 0 0-3' ASPHALT <br /> 2 3'-7 LEAN CLAY WITH SAND, <25x SA-SR, FN-M, PRLY GROD SND >75% FNS <br /> H-VH DRY STRNGTH. SLW DLTNCY. L-M TGHNSS, N-L PLST. STIFF, DRK <br /> YLLW GRN, NPO. MST: N HCL REACTION. WEAK CEMENTATION, HOMO <br /> 4 CL <br /> 585-6 5 <br /> 6 0 17 <br /> 15 <br /> 10 <br /> 12 M1 <br /> 14 <br /> 16 <br /> I 1$ <br /> 20 r <br /> 22 <br /> 24 <br /> 26 <br /> 28 GAO <br /> 30 <br /> Na <br /> 32 GREGORY P. <br /> * STAHL <br /> 34 No. 5023 <br /> 3 b �l9lF OF CALIFO��,\� <br /> ' 3$ <br /> 4Q <br /> 42 <br /> 1 PAGE 1 OF__L__ <br />