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w <br /> r� <br /> r <br /> WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 EAST STREET, TRACY CA PROJECT NO, W0388 <br /> WELL/BORING NO. SS9 SURFACE ELEVATION Ns cT <br /> WELLHEAD <br /> DATE DRILLED t2/f8/9f _ REVIEWED 9Y GREG STANL LOGGED BY RC H0. 5023 ELEVATION OS FANTZ Ns � <br /> DRILLING COMPANY EXCELTECH DRILLER GENE NUNES METHOD SCUD FLli;ri' AUGER _ <br /> BORE HOLE CIAMETER — <- IN DEPTH DRILLED 7 Fi DEPTH TO WATER INITIAL FT STATIC <br /> CASING TYPE DIAMETER IN SCHEDULE _ INTERVAL —FT TO _ <br /> SCREEN TYPE DIAMETER - IN SLOT SIZE IN INTERVAL Fr TO <br /> FILTER PACK TYPE INTERVAL .__.�-___ FT TO —_ <br /> SURFACE SEAL TYPE CEMEN.'1SAND SLURRY OVER BENTONITE INTERVAL a FT TO _ 7 FT <br /> NOTES T FOOT BENTONITE PLUG IN BOTTOM Of BORING <br /> WELL DEPTH PID S"PLE ID U.S.G. <br /> DETAIL (FT.) (PPI) BLOWCOU LOG <br /> 50IL DESCRIPTION <br /> O 0-3" ASPHALT <br /> 2 3'-71 LEAN CLAY M-ITH SANG; <25% SA-SR, FN-M, PRLY CRD3 SND; >757 FNS; - - - <br /> M-H DRY STRNGTII: SLW OLTNCY; L TGHNSS; N-L PLST; STIFF; M m;d - <br /> BRN; SL–M P0; MST; N HCL REACTION; WEAK CEMCNTATION; NOM0 <br /> 4 CL <br /> t...i SB4^65 <br /> 6 D <br /> i <br /> iO <br /> 14 <br /> c.: 16 <br /> 20 <br /> 22 <br /> 24 <br /> 26 <br /> 28 <br /> 30 S74 C!2 <br /> L No. 5u23 <br /> 34 <br /> 36' <br /> 40 <br /> 42 <br /> PAGE! OF! <br />