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'4 <br /> WATER WORK <br /> WELL/BORING LOG <br /> _.� LCCAT[GN 1.Jaa TlLLI£ L£V!S ➢RIVE, STOCK TG>J PROJECT NO.PROJECT LAIOLAW [GRPORATIT#J NS WELLHEAD ELEVATION <br /> MV3 SURFACE ELEVATIO�1 LOIS FRANTZ <br /> WELL/&flRING NO. —��� RUSSELL V. JUNCAL RG 3➢64 LAGGED BY <br /> DATE DRILLED 03/27/91 REVIEWED BY GCNE NUNFS METHOD HOLLOV STEM AUGER <br /> ExCELTECH DRILLER l6 STATIC =' El <br /> DRILLING COMPANY D DE DRILLED 31 FT DEPTH TO WATER. [tit TO <br /> TO 11 FT <br /> BORE HOLE DIAMETER � 3- INTERVAL <br /> PVC F480 DIAMETER 2—JtA- SCHEDULE A � 3i <br /> CASING TYPE �--- 4m9 TN INTERVAL �--11 FT' Tq �� <br /> PVC Fa➢0 DIAMETER �N SLOT SIZE TO 315 <br /> SCREEN TYPE _ INTERVAL—r b FT <br /> FILTER PACK TYPE 2/C SILICA SAND TO <br /> SURFACE SEAL TYPE CEMENT SLURRY OVER HENTp1JITE INTERVAL <br /> NOTES 2 FT BENTCNITE SEAL ABOVE SAND <br /> WELL DEPTH PIU AMPLE ID U.S.G. SOi� DESCRIPTION <br /> DETAIL (FT.) (FFH) LOWCOUNI LOG <br /> 0 _ 0-0.4' ASPHALT <br /> 0A^]0/11.5' ELASTIC L <br /> FNS;, DRY J <br /> N SLVDLTNCY� LHTGHNSSI M PLSTS% <br /> ;, <br /> C^ <br /> V STIFt`; DRK YLLV BRN: NPO) MST; WEAK-STRNG HCL <br /> RCACTZONI M CEMENTATION, HOMO <br /> 4 — LCMV3-5.5' <br /> 0 9 HH <br /> 16 <br /> i B <br /> t 10 1 LCHv2 gas' <br /> 16 <br /> 19 <br /> 10/11.5-15/16.5' FAT CLAYI (5% SNDI >954 FNS, M-VH DRY STRNGTW N <br /> 12 <br /> ➢LTNCYI M-H TGHNSSs H PLST, V STIFFI DRK GRW GRYi SL <br /> CFI p0; MST; N HCL RCACTI❑N; H CEMENTATION; HOMO <br /> 14 — <br /> 3 D <br /> 16 10 <br /> k <br /> 1 MH <br /> 1s <br /> D 4 15/16.5-20/21.5• ELASTIC SILTI (57, SND; '957. FNS, L-M DRY STRNGTH; N- <br /> - SLW DLTNCYI M TGHNSS1 H-H PLST) V STIFF? DRK GRN GRY; <br /> 2FJ <br /> S5 SL POI VET) N NCL O <br /> RCACTICNI M CEMENTATION: HOM <br /> 22 <br /> SH <br /> -�* 24 SO 20/21.5-25/265' SILTY SAND, >75% SASR. FN-V FN, FRLY GR^D SNO, <25% <br /> FNS, N DRY STRNGTW SLV'R DLTNCYI L TGHNSSJ M DNS, <br /> 26 DRK GRN GRY) M-STRNG PO; VETT N HCL REACTION) VEAK <br /> CEMENTATION; HCMG <br /> ;^f? 28 CH25/26.5-31' FAT CLAYI<10% SNDI >90% FNSI H-VH DRY STRNGTW N- <br /> 80 <br /> P©JVETI NYHCL REACTION; HOMO VK <br /> GRN GRY) M-STRNG <br /> 34 <br /> 30 RUSSELL <br /> i JUNCAL <br /> 33 1 <br /> � No.3864 � <br /> 40 <br /> t 42 <br /> i�. <br /> PAGE L _ OF�- <br /> j�i <br />