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<br />~~ <br /> I:.~~.li t.ltl•l 11 Vt ;t lGild Urt. (ptpt:t N3] l~~~l: ],.~1'I~~lr ;li l,: .ll]L n 1~J l: ll I.•~~.. I~]i.' 111 <br /> tt.,: d~pUl (1:,' + -), difficulty of ~~cu\au„n, all.l pl'UIIaLIi- Iflll,;t('L UII ~IatiI,IL, <br /> u. tin' slide. Thr Ilipi: ~a: gold need to hl: ;~i p,id (Rrinlcl ced C:,n,'rrl, i e, ll.! tur <br /> I,.,~~rl,l Ihl furCei GI Lllr Slide sLlll lilac 1 rL'sll Illy I,Ipr. <br /> ' <br /> The second;rry I;roblern of mitigation ul <br />slut,c mo\~m~ut is u11+ wcrr <br /> 11eaVlly I'cllanl Ufl aeaSUTlaI weathCr CulldrL1GfIS, p1'1lflaClly ITIUISLUre 1~1'uIU bG111 <br /> rain and snow. The road dttches alouL tllc haul road err likely :1 cl,uuiLutury <br /> st•w'cc u, muiswre hein~ allowed to enter the stlele la~'er. Pat ink ..f Ltlr r.,ad <br /> dt[ches ::iih asphalt ttould likely help carry [hu eater Lhruugh Iue slil.la acre <br /> Ir, ,WHIP r'',1 rIlI. DI\~'1'lln,; rU h01'f du~,: r: i!Ir !:il! ~.n Iba '.,.;III :•L.I,' I.I. l L:.nl <br /> road would also help and pwsibly a pipe wider Ltte haul rusd Lu c:u'ry 5uulh <br /> ditch nlnoff in the same direction would help. For thr roust p:u•L, th; slope <br /> IIIG\'2111CnL prU Ll dill 'r.lit IICI'd LU be L~1,_1':11 ea allil ll,ls sU:'l I„II VI 1'C•It~day <br /> monitored and repaired as required to rewain operariJnal and sate. It is <br /> unlil.rl>' t hat a calasLrophic slirla or "bl,,.: -„u; ,, ,, ,, ;.I , . u: ~., ~~ I I;.' a,,l, Ir.'llt <br /> stubiL!z~ul~ uaLUre cY the slide bulvw ul< road. <br /> <br /> CONCLLSIOPdS <br /> <br /> The irlstablli[y u( the slope along tits Snyaer Quarry Access kuau is lihrly <br /> a natural one aggravated by construction and use of the road 1'or mining <br /> operations. Notification of the problem to proper regulator} autllorit.ies as <br /> suggested in Nr. Heifner's report together Leith an acceptable remedial plan of <br /> acLiun:.illlil<c'1`. pn~.~'ntun~ n~gaLi\~~jurl-..i;cLl.,t,al:.,:ti~lu. 1t ..iLi:,I~~11L~L; <br /> address the citizen's cumplain[s. <br /> It i; Ulll' UplllWfl titer the impowldulent Jf the )~a[er doesn't c~nsuLUtc _uIp <br /> rent hazard Lo <br />tiastuia; of the do::nsLnaw properties it1 tllr <br />blockage would precenL any a\'eltl of <br />breach ur a lark. r:linst~rll . 'I'lle <br />"dam IcLiture' re teasing <br /> the impounded water all at once. Erosioll alnny rhP release corridc,r - th,= <br /> <br />~ :,.,,,I!1,. .alt 1. ,III' a,I l.J.I:W IIICI,I 1~ ,~..:, ,I. ..~ •'I Uc: ,I' ,t the ... ],JIIlriii111~ III,,L <br />. C3n OC 5110u1d Celllal n. <br />.~ controlled plan for filling the impoundment with available slide material <br />'~ togetha~r with lowering Lhe "high water line" by excavation of an outlet ranch <br />fll ll rid l;.r ll l'h~'•l '1:'ll f^'I'I! tihf, I:lll r'~~Itl 1''tl° ~.'I"'~1'. :i•' It`l. I" ' ~•'`" "I ~ I <br />r I'•,' :I 1'. ,~In I,II'urtl ,.ILII LLI,' I,IIO.; I•.~~ ~ ~ ......, ..,IR11.171, , I. > ..., I i :,;~..I <br />y ou{,o 1'\ 191011 ul~ a prl,[gCll fll C'al C'Unsllt L;lfll ..110 r:tll fcaCL LU IIIC rIIYCIIIaIIICn Vt lill` <br />^ ]li.i, n Ltti\t tom, tilts recolmurnded di~turl,au<<'. <br />{ 'fhe delivery G1 the necessary equipment fur [his work to the t.Jrk .;1te Is <br />j r ;,rut.l~_m Ihat Ilee~is furLller consideraLlt,n. If Ule s1iJ~ cuutinurs t~, lu•~\u to <br />subsequent years, iL ncly be necessary to perform Borne type of trench <br />~~.~ca\;lii~•n and tilling attain at a later dstr so rile construction and obliLeraucu <br />ul .111 :I„ ':;~ rU:nl 1:::1 `.' IIJI I7d lhB hv5l :: pt,M1l;l I'll. <br /> <br />