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11 <br />DAUB d ASSOCIATES <br />CONSULTING GEOLOGISTS .~-"~~I~~a'~~'~:,rt<,i.}..~:.~ IglO SOUTH BROAD WAY <br />jj:~-'.i~..~t',:?~:u~~"RkJy A:7t.r,~,.~~•~-„"~~,~_~'" GRAND JU NCTION.CO B1503~p5pJ <br />.. ... .~ ~ I]001241~09M <br />ii <br />DAUB d ASSOCIATES <br />CONSULTING GEOLOGISTS -^$I~~'11~'.LY'~"":~~ 1980 SOUTH BROADWAY <br />/,.~~g v~..;,~•,~."'N'yl°,r+a.R~.\T~,•,u;.._ GRAND JU NCTION, CO BISOJ~D59] <br />Y" ~ IJO]1291~0964 <br />e[a ( geldjp! er(p_ . 8enti I Coglen t! t[a ( Reldlpl er(¢_ I 9egt_ I Coplentl <br /> Reeora •u tavee "Over the life of eo uerelel - eeele ... I <br /> <br />the cevtty...• <br />J 49 <br /> 23, <br /> 30, 4-12 {.4.6.1 4 5 ... physical eonaaetlon between "'1 <br />4-12 4.4.5.1 3 2 Since the potent!e! for a daub`s Sff. the iY!![lolS ¢!SS 4t f¢! lower <br /> eu fot failure i• eo re.ote, !here •qulfer and the brlees In the <br /> rould be vo need to sonltor the !- cavity eepjg be established. 56 <br /> Groove {round refer eyetu. <br /> 4-12 4.4.6.1 4 7 Shie rould prabeb ly be true It the <br />4-12 4.4.5.1 1 1 8leof flcev! Sspee to to j¢p roof did not collapse. <br /> j 9ClCp!!S !round water quellty. .. <br /> 1-12 4.4.6.1 4 2 Critical width le vot utlelpsted 38 <br />4-12 4.4.6.1 4 2 In tbls eaa e, t¢! ¢Ljp! tc!! 4¢! uvt11 after 4 years of couercla~ 49 <br /> el~jt! rjjj !S!2 lj 4e! S¢4 production e! L25. 000 SPY. <br /> QS!!ljutj9! luCCp4! a9l S4 S¢4 <br />^~ eer!!lQSjjLI !p( !oi!l1tZ 4t S¢! <br />.N.. Cock !! ~4jj !! Sh! flat h t t s <br />S_!_ ¢_ 4-12 4.4.5.1 6 1 It oust be re food that the <br /> !lS91:lS19 !!j lSj49 tC!! S¢! Sl2jS2 {round wale .the loreraost part <br />- <br /> e13j ¢l p!e¢ f!lplec :pfl Seed SY of the lorer <br />er 4e vat <br /> C!!!je ¢!jY!t S¢! 11i¢S!C lei! relatively fro Yt asline to <br /> !l1j44 tj 914. 56. Mthly saline... . <br /> 63 <br /> Resove the rest of the eevtevee to reu iv leolated fro. the <br /> "[hs eellaPae cove... rater le the lorer equlfer, <br /> beeauee the brive• ere .ore dance <br /> She {round water In the lorera net evd sore vl scone then the tre!¢!C <br /> pert of the lover equlfer le not rater. <br /> relatively treah. The dl uolutlon <br /> preceu 1s a nature! hydro4eolo(ic Reaove "relatively tread' ud <br /> condition that 1s oceurriv( today. 'relatively"• 56 <br /> The fluid at the dLJ SOlutlov <br /> surface le Mthly eeline evd the <br /> eddl Lino of • Bull count of 4-12 4.4.6.1 6 2 ... lover •qulfer take plats at <br /> brine would not sitnlflcevtly very •lor rotes. Q1llYSlSSY! 4t <br /> alter the (eahydro lo[lc sys tea. lljjp! lllerlj! ¢! _!¢4 IYtlYC <br /> !lujfer l[l 9ltlSlj [lelgljS <br />4-12 4.4.6.1 1 3 Shfe could <br />ljS9¢Sj2 detrsde the lrocY!!!l whjeh !re oFCYCCS9! <br />toAlya I¢l C!S! !S r¢jc¢ th!!! <br /> quellty of the water, j!!!9j lSljY $6, lroeell4l tlh! !jlCII j! got dip e4p <br /> lbef! th4 dj!l4j1S149 lurflel• 64 led !!C ¢! 9lSSl alfjl¢1l. <br />{-12 4.4.S.I 1 4 fhs roof of the 'loin[ aoae £l9j 38, 4-12 4.4.6.1 6 1 quellty of the jYlfSp9iS !![1 <br /> ~ <br />eollepae !tSlS ! j?44 I44S 42 1?44 49 III S¢l j4!![ •9ulfer would... <br /> t9Y4 !f!! !:! 4t~sj9!!S) ¢2 . <br /> 15 IB <br />