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...• LL/BORING LOG <br /> fiARONER PRCT''fRTY LOCATION Rl�l1Rf1�.T.HORNTAN R AD T RNT �„•5A — PRAJECT Np.. �ary MS--- <br /> VELL/ T NS WELLHEAD ELEVATION <br /> YELL/DARING NO. HW6�_ SURFACE ELEVATION TQM LUTTERM.V! <br /> 10/2B/91 REvlcwED BY GREG STAIIL RG Nt]_ �07J �_ LAGGED 9Y <br /> DATE DRILLED SIM Y ;NG METHOD FTI L nV STEM AUGERDRILL[tiG COMPANY SPECTRUM DRILLER—Alm �� 17.5 STATIC <br /> B 1N DEPTH DRILLED 30 FT DEPTH TO WATER, INITIAL EI lq FT_ <br /> BORE HOLE DIAMETER 2 _iN_ SCHEDULE 40 INTERVAL R �I T13 <br /> PVC F4B0 DIAMETER a.olq —TERVAL .1�-----E->` TO <br /> CASING TYPE DIAMETER �tl_- SLOT SIZE���- <br /> SCREEN •71'PE PvC F_480- INTERVAL TO <br /> FILTER PACK TYPE Lpt1ESTAR $12/12 SAND q1 70 ---F- <br /> NCAT CEMENT OVER DENTONITE INTERVAL <br /> SURFACE SEAL TYPE�- <br /> NOTES DENTCNITE PLUG 6-9 FEET; HEAVING SANDS ENCOUNTERED 16-90 FELT. <br /> WELL DEPTH PID AMPLE ll) USSCt SOIL EESCRIPT[On <br /> DETAIL (FU (PPF) LOVCOUN LOG <br /> a-6.5/la' SILT, <15R SA--SR, FN, PRLY GRDD SND;<05% FNSI N DRY <br /> STRNGTH;R DLTNCYI L TGHNSSI N PLST1 STIFFI H YLLW ERN <br /> NPCL• ORGANICSI DRY; N HCL REACTION WEAK CEMENTATION; <br /> 1ICIAO <br /> 2 11L <br /> 4 <br /> 5 <br /> 6 1� B <br /> i3 6.5/lq^31.5/15' 57. rNSGLS; DRK YLRADED DLIW ORNG NPCy MSTI�NPHCL REACTION; <br /> GPMW6-i1' WEAK CEMENTATION; HCMG <br /> 10 4 SP <br /> 0A 4 <br /> 5 <br /> 12 11.5/15-345• VELL GRADED SAND; >95Z SA-SR, FN-CRS. V GRDD SND; (57, <br /> FNS; LS-V LS; PALE YLLV BRN; NPC; MST; N HCL REACTION; <br /> 14 WEAK CEMENTATICIM HOMO; HEAVING SANDS <br /> ! — z <br /> 161.7 <br /> 16 <br /> — 20 2 <br /> S <br /> 22 SW <br /> 24 <br /> _ a <br /> _ 26 1a s <br /> 28 /SD GE <br /> a�O <br /> 30 <br /> 4 <br /> D.. 3 GREGORY 1'. <br /> 32 r4o502 <br /> . 3 <br /> 34 ,Q <br /> 36 s'�rf OF CAU��4� <br /> 38 <br /> 40 <br /> 42 <br /> PAGE I OF <br /> f <br /> i <br />