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<br />., .} <br />~..? ~i' <br />• a=Y11 <br />w.seeu¢vi eewmT. Q.+e.m.~+wza.a. ~,~...~-Q+, <br />f hlyPati lwikl:6aoMVJ <br />PA ~... weft ~ rPar+P+r r u. rwr <br />~nsroe~n>¢oeP <br />•WCa <br />~~ .r es. <br />PY/P. pP~~PRmvOkeen~Y Pu <br />TAW a,6~2q.1b[ Tweie O4MyP <br />sraiec..em.wae.~ <br />m <br />io-~q,.anmiw' <br />Computation been with the <br />assumptions firom previous report, <br />January 5, 1998. <br />Computations include raising the top of <br />the Refuse Pile by 100!;and steepening <br />the face slope [o a 3:I tLorizontal <br />:vertiCel) <br />and cons[tucting 10' wide benches on <br />the slope at about 75'vertical imeevals. <br />Competed S.F. = 2.174 <br />m ~a FnR t„;. <br />1 <br />q ~ "~;,~ ~certCµPH:BMa~~ICMP1~" m'{~rt ~, ~ ~'~" ~,'x MW <br />,w f ?,r :moo"' ".~.. is yJ dRYa~` *`~' t'h <br />u p. <br />w <br />PW Pw Yw 0.Q PiP PID P}I Pw P9 Pw a u P9 PA P. <br />vlEw ~ooiarrG r+omH t< iawi <br />• <br />• <br />eua ecwePw soar w sae. PW :. ea+, ow.we saw, •QCro <br />emuywee,. ~..em:dnwmw <br />w,wec wemPwaewdPa+.wa u. ~w rem.m <br />~. swae oe.. H,mot <br />~wew <br />P.WP. Gevc P4m~Me Nw W b <br />Tevfw QPra W4c T~sfm OP3MitlP <br />SPYeIe WI5lR Mwblfl•1 <br />i~wmeww®~>P <br />m <br />_ <br />,w <br />w <br />A <br />Compatation beganwith the <br />assumptions from previous report, <br />January 5, 1998. -- <br />Computations include raising the top <br />of the Refuse Pile by100' and <br />steepening the face slope to a 3:1 <br />(horizontal :vertical). <br />and constructing ]0' wide benches on <br />the slope at about 75'veRical <br />intervals. <br />Seismic, Pseedo~afic <br />Competed S.F =1;825 <br />i <br />aw Pw PQ ay PID all Pa PY! 6E W PM W eR OA Gw OM Pw 6R lfl 6w Ow Ym 6w PR Qp 1L1 <br />utavicoiaNC roR,,, p ,aooi <br />GRAND NNCTION I)eseeado Cael Refuse Pile 81ope Madificatioos <br />LINCOLN DeVORE, Inc. FSgere III GSLD 4 90875-G7, AugusEi 1, 2004 <br />ceare®ncv. evcmesw-cweoc~ns <br />aw Pn aw ,w .w <br />