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WELL/BORING LOG <br /> PROJECT REEVES EXXON �— LOCATION 2360 EAST STREET TRACY Ca PROJECT NO. W0368 <br /> rr <br /> WELL/EORING N0. 6 SURFACE ELEVATION _ NS WELLHEAD ELEVATION Ns <br /> SB <br /> DATE DRILLED 12�JE�91 REVIEWED BY GREO STAHL RG NO. 3023 LOGGED BY LOIS FRANTZ <br /> DRILLING COMPANY EXCELTECH DRILLER <br /> GENE NUNES METHOD SOLID FLIGHT AUGER <br /> BOWL HOLE DIAMETER 4 IN DEPTH DRILLED 7 FT DEPTH TO WATER INITIAL S STATIC FT- <br /> CASING typE DIAMETER SCHEDULE INTERVAL TO FL <br /> SMEN TYPE DIAMETER ._ .,,, IN SLOT SIZE IN INTERVAL FE TO FT <br /> FILTER PACK TYPE INTERVAL T TO Fr- <br /> SURFACE <br /> ZSURFACE SEAL TYPE CEMENT SAND SLURRY OVER BENTONITE INTERVAL FT TO ?EL <br /> NOTES T FOOT BENTONITE PLUG IN BOTTOM OF BORING <br /> WELL DEPTH PID SAMPLE ID U.S.G. SOIL DESCRIPTION` <br /> DETAIL (FT.) (PPAI) 8LOWCOUNT LOG i <br /> . 0 0-3' ASPHALT - <br /> 3'-T LEAN CLAY; [ST. SA-5R, FN-M, PRLY GRDD SND; ?95% FNS. H-VN DRY <br /> 2 STRNGTH. N-SLW OLTNCY; L-M TGHNSS; N-L PLST; STIFF; DRK YLiW BAN; . <br /> NPO: MST: N HCL REACTION; WEAK CEMENTATION; HOMO <br /> CL <br /> 4 <br /> 6 D a <br /> g <br /> 8 , <br /> 10 — <br /> J` 12 — <br /> s 14 , <br /> _ _ <br /> i 16 <br /> 18 <br /> F 20 J <br /> 22 <br /> 24 <br /> 26 " <br /> :.,I,G--Y P. <br /> 08 —,HL <br /> 5023 <br /> i <br /> 30 <br /> 32 •C•OF CA 1 <br /> 34 — y <br /> 36 , <br /> 38 <br /> 40 <br /> 42 <br /> PAGE ?OF t ,. <br />