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WATERWORK 1NELUBORING LOG <br /> PROJECT NO- -MS <br /> LOCATION ?.54 NS WELLHEAD ELEVATION <br /> PROJECT U SURFACE ELEVATION -�—RG 386c LOGGED HY <br /> V£LL/BORING NO. NJ3 REVIEWED BY R1SSELL V. JJNC HETH❑D L - SER <br /> DATE DRILLED 11/91/90 R. LIVINGSTON ia.s CT STATIC <br /> DRIILlNG COMP Sk'ECTRlk1 EXPI ORATIpN DRILLER FT DEPTH TO VATER, INITIAL - ^- FZ T13 -0 FT <br /> BORE HOLE DIAMETER DEPTH DRILLED �-F a9 INTERVAL r- za <br /> pV pL- 1ER —? - SCWDULE --�-'� 1NTERVAL�B -- TQ 2�8^rte <br /> CASING TYPE-�--- I1IAMETER �-- SLOT SIZE �gk9 rN INTERVAL--b-- Ta�--� <br /> SCREEN TYPE 2-V R p2/tP SAND �_FS TO--�—FT <br /> FILTER PACK TYPE SAND/CEMENT SLURRY <3Y. BENTDNITC7 OVER BENTONITE INTERVAL <br /> SURFACE SEAL TYPE M AVS SAND NC iT R 5- <br /> NOTES 10-10 T P <br /> AHPLD US.fi Sf11L DESCRIP?TON <br /> WELL DEPTH PID LINCOLN E [E L116 <br /> DETAIL TFT.) (PPH) <br /> 8-S. ASPHALT AND GRAVEL <br /> TNCY1 L TGFPiSS� s, PLSTk STIM M BAN <br /> 5-65/19' �1LI1RY(ESTR1 iTW RFDLM fU2IIN5S PRLY 6RDD St )85Y F J <br /> DENY STRGRYTN F'Oi TR DRG►14STJ N }ILL REACTION 1rEAK <br /> 2 CEMEIiTATIDtb HONOk 6' LAYER FINE SND 83.5' <br /> 4 ML <br /> 4 <br /> T <br /> s GP- 6.3/19-71.3/15'pgpRLY rAADED SANTA )9'3 SA-SR. F,>1}{,gDNSS, PRLT GRIID <br /> SND] (162 FNS] M DNSk 1XIVE £3tYl M P3 TR p2G1 MSTi N HCL <br /> 10 � o SP R£ACT1DNk VE:AK CEH£N'rATIDNI 4flFSCb THIN S' LAYER SANDY <br /> 406 L1 a SILT 110.3• <br /> 12 <br /> 14 { 1E.5/LS-28' �ftLL GRADED SANIl1 > � SA-SR, F-tRS M }�tDNSS, VEIL <br /> 6 jEDD Tj NNHCL REACTIntA VEAK CEMENTATIOiA HOMO TR DRG <br /> 16 <br /> r �$ <br /> 20 <br /> su <br /> 2 <br /> i <br /> 22 <br /> 24GpC0 <br /> �C9 4i\ <br /> 26 RUSSELL <br /> 28 JUNCAL <br /> No.3864 <br /> 30 <br /> 32 OF CAU14 <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> 42 PAGE -OF_L_ <br />