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• <br /> r <br /> i <br /> WELL/BORING LOG <br /> PROJECT REEVES EXXON LOCATION 2360 FAST STREET TRACY G <br /> WEL!/BORING NO. S82 PROJECT NO. W0388 <br /> SURFACE ELEVATION HS rr WELLHEAD ELEVATION _ NS cr <br /> DATE DRILLED 12/T7 41 REVIEWED BY GREG 5TARL RG N0. i023 <br /> LOGGED BY LOIS FR WTZ <br /> DRILLING COMPANY EXCELTECH DRILLER EHE NUNES STEVE MULINS METHOD HOLLOW STEM AUGER <br /> r^ BORE HOLE DIAMETER B' IN p£pTH DRILLED _ 7 FT DEPTH TO WATER ; INITIAL _ <br /> CASING YYPE DIAMETER STATIC 4 <br /> IN SCHEDULE <br /> " SCREEN TYPE DIAMETER -�t� SLOT SIZE _ IN INTERVAL - TO FT <br /> INTERVAL TO <br /> FILTER PACK TYPE cr <br /> SURFACE SEAL TYPE CEMENT SAND SLURRY OVER BENTONITE INTERVAL FT TOFT <br /> t 4r <br /> NOTES 1 FOOT BENTDNITE PLUG IN BOTTOM OF BORING INTERVAL FT TO KT <br /> WELL DEPTH PID WPLE ID U.S.G. <br /> DETAIL (FT.) (PPM) BLOWCOU LDG SOIL DESCRIPTION <br /> 0 0-3• ASPHALT <br /> r <br /> 2 -r-7' LEAN CLAY WITH SAND. 25Z SA-SR, FN-ML PRLY GROD SND: 75X FHS: H- <br /> VH DRY STRNGT'H; SLW OLTNCY; L-M TGHNSS; L PLSt; STIFF; M YLLW B.'N: <br /> M-STRNG P0; MST; N HCL REACTION; WEAK CEMENTATION; HOMD ' <br /> r 4 O c1 <br /> set-5.5 <br /> 4 6 4 <br /> 7 <br /> 12 <br /> 14 <br /> is <br /> 20 <br /> 22 <br /> .W 24 <br /> 26 <br /> 30 GREGORY P. <br /> 32 STAHL <br /> No. 5023 <br /> 34 <br /> 16 T�ror Chl1E�� <br /> 38 <br /> s - <br /> 40 <br /> _-42 <br /> L. <br /> PACE ^F^F e <br />