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1 <br /> MAMMA10 <br /> WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 EAST STREET TRACY CAWO-388PROJECT NO <br /> WELL/BORING NO SB10 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 /> 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 _ T <br /> CASING TYPE DIAMETER _ IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE DIAMETER - IN SLOT SIZE IN INTERVAL .FT TO El <br /> FILTER PACK TYPE INTERVAL FT TO - FT <br /> SURFACE SEAL TYPE CEMENT SAND SLURRY OVER BENTONITE INTERVAL 0 FT TO .- 7 FT <br /> NOTES I FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> WELL DEPTH PID SAMPLE ID U S G SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNT LOG <br /> 0 0-3" ASPHALT <br /> ' 2 r-7 LEAN CLAY <57. SA-SR, FN--M PRLY GRDD SND, >95% FNS, M-H DRY <br /> STRNGTH N--SLW DLTNCY, L-M TGHNSS N-L PLST STIFF M YLLW 8RN <br /> SL-M PO, MST, N HCL REACTION, WEAK CEMENTATION, HOMO <br /> 4 CL <br /> 5810-6 5- <br /> 6 483 4 <br /> 7 <br /> 10 <br /> 12 <br /> 14 <br /> ' 16 <br /> ' 18 <br /> 20 <br /> 22 <br /> 24 <br /> zs <br /> 28 -= <br /> 30 .- <br /> rti . P <br /> 1 <br /> 32 j� GRrGCRY P '{I STAHL <br /> 34 No 5023 � <br /> 36 .Q- <br /> �F Cf ����F4�� <br /> 38 <br /> 40 <br /> 42 <br /> I <br /> PAGE OF 1 <br />