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1 DATE DRILLED 01/12/95 LOGGED EY TOM LUTTERMANe, REVIEWED BY 1EANNE HOMSEY CE NO S7AIO <br /> DRILLING COMPANY SPECTRVr ExPtORAnON DRILLER VAN LEONARD METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER Jr IN DEPTH DRILLED 29 FT DEPTH TO WATER INITIAL -14 5 FT STATIC TI • _ FT <br /> CASING TYPE PVC DIAMETER r IN SCHEDULE 40 INTERVAL 0 ET TO 9 rT <br /> SCREEN TYPE PVC DIAMETERy IN SLOT SIZE 0 010 IN INTERVAL 9 Fl TO 29 FT <br /> FILTER PACK TYPE RMC LONESTAR _f;116 SAND INTERVAL 7 El TD 29 _r <br />' SURFACE SEAL TYPE HEAT CEMENT OVER SENTONrTE INTERVAL FT TO Ki <br /> COMMENTS REPLACEwENT WELL I PAGE I OF? <br /> DETAIL I SFr FID SLOWCOuh-I LOG I DESCRIPTION <br />' O -6" ASPHALT <br /> 2 � <br /> i <br /> _ CL/C1! 6"-ELX LEAN TO FAT CLAY (CL), <17.. SAND, >99% FINES, <br /> 10 0' DRK YLLW BRN, NPO MST, WEAK CEMENTATION, MOTTLED <br /> 6 <br /> s <br /> _10- <br /> 12 <br /> 012 J 1.5 -21& LEAN CLAY (CL), <1% SAND, >99% FINES, LT OLIVE GREY- <br /> 10 0' 27 5' M YLLW SRN, SL PRODUCT ODOR AT 10 FT ONLY, <br /> 1 MST-WET, WEAK CEMENTATION, HOMO <br />' _14- <br /> - <br /> 14 77 <br /> 16 CL <br /> = t8 <br /> —20- <br /> -22- <br /> 2421 <br /> 022 24 ? •5,-29 0' WELL GRADED SAND (SW), >95% F-M SAND, <5% FNS. <br /> 27.5' GREENISH BILK. WET, WEAK CEMENTATION, HOMO <br /> — 26 <br /> _ 28 sw <br /> 30 <br /> I —32- <br /> -34- <br /> -36- <br /> -38 1 <br /> 36 <br /> 38 <br /> l <br /> RF <br /> FIGURE 3 <br /> LOG OF BORING MW- IR <br /> PROJECT NO. 94-338 <br />