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<br />Practically all d~ms ins~ected in the Cache la Poudre River ~~ln <br />fall Lnto the high hazard and lnterrocdlate or large she c"t"e~ry. <br />Ther"for<!, 1n the Inspection r<!sult8 pre"..nt~d in this repon, da..s <br />with the ~yJrologic ~apability to pa~~ 100 p~rcent of ~he p'fr' ~lthQ~t <br />ov"rtol'ping are ter\lled "ad<8quut,,"". Altern,,~iv~ flood~ '~~re !",""ed <br />thr<>ugh the daas, ,~tth discharges being vart<}us percentago>s of the I'M,' <br />discharges. DaIllsthat pass SOp"rcent of thePMF but less thp.nlOO <br />p"rc~"t of it are termed "inadequate"", Da"", that Cannot pa"s SO per- <br />cent of the PMF' Il.r~ consIdered "aer1ously inadequate". <br /> <br />wa" ~lven ~o itp.m6 related to c~han~~ent ~tability s~ch ~s leakage, <br />~rosion, seepage, .lope ln6tahility, undue qettle~ent, dis~laccment, <br />tilting, cracking, dHedoraUon, and l"'~roper funcUonlng of dr~ins <br />and relief wells. <br /> <br />Although the ca~acity to paS5 a PMF is a principal factor, <br />strLlctural defiden~ies should be ~onsideted, Soro.e of the~e are <br />Id~ntifl~d in the next section, which discus5es dam ~afety inspect1en <br />prClcedures, <br /> <br />Con<lltio"s relating to $tructur,~l "deq~acy were observed during <br />the d<\r.\ t".p..cUon$, These ,,-ondltions included a spillway dh,,-harge <br />positioned ~o it ~ould erode the embankment, a 13~k of riprap or vegeta- <br />tion which could promote erosion, an uneven "pill~ay or embankment <br />level which could cause flows to conce"tra~e and rapidly erode, erosion <br />at the outlet ~orks discharge, and excessively steep slop~s. Another <br />potentialhazardis"pip1ng";withthiscondition,..."terunderpre9"Ure <br />can find 3 path through the embankment byway of 9l1\allopenings. These <br />"penings Can rapidly be enlarged by erodon, The possibility of thi6 <br />~ondHion 11"3 indi~ated by trees on the embankment, whi~h ~ould leave <br />root holes; by rodent holes; or by seepage. <br /> <br />INSPECTION PROCEDURES <br /> <br />A Ph.."" L Lnspect 10n Report 1l!',~ lx>en ?r<'pared "nd~r the ~ational <br />Dam Sdfety Program for dbo~t 30 dAro.~ in the Ca~he la Poudre River <br />bas In. The purpose of the ~napect1on "'MI ~o raalr.e s gencnl S"$es~ment <br />of str"~tur"l integrity "<l.d op"raUonal adeqLlacy. I[\ "rder to Identify <br />h~,~"d",,~ 1~,,< ~~,,~~ttb"~~7, t~.~ ~copc ~~ the "le<ise 1 i\l.;lcd-,-"" "aa <br /> <br />RESULTS OF DAM INSPECTIONS <br /> <br />The results of th.. d"", ioape~t1orlS are summari~ed io table. 11 and <br /> <br />12. T!1~ ",,::.ber p~ccee~ln;; ~!1~ :u:.::.c of ~"'cr, ~a::: c3n ~~ ""~~ to l..,~"te <br /> <br />b~.ed on .vailable engineering data, a detailed visuaL field inspec- <br />tion, and a !1ydrologLc analysb. The Ln"p"~tion deterllcneJ ne"d~ for <br />el""rgen~y lIle"sur<'s or additional studies. <br /> <br />the d~ms on plate 12. <br /> <br />7he hydroiogi~ atudie. 1I"~e "",d<' to deter:nl~" th.. ~apabll1ty of <br />harldUng the P'lF. Durl[\g the f1eld insp~~tton, iof"r'Mtton on eo""truc.- <br />tlon, maintenan~e hi6tory, and I)pora.ti~z prl)~edllre. "as g~ther~d. ,\ <br />d~t"il~J insp<'~ti()" che~klta( cover"d ~ach I'drt of th", dd'!l, lncL",Urlg <br />ttle C<cl"t, upst~..ar" slor~, d(l~.""tr"a", s 10"" , .~"ut_nont C01\~uct", Int~k~ <br />str\lctur':, outLH lIor~$ ~""d"lt, ..ril1i"-l h"sin, ~1'11,-"",', fJ,H~ "~rlJ~- <br />tllres, ~he 'cs~rvoir ,He,\, ,,,,<I i""~rHlnO>~l~tt"n, "ani~"hr .'tte1\cl"n <br /> <br />Elevations in tables 11 and 12 usually refer to a local datuQ, <br />gen..ra11y the lOll point lit the lIpstre~rn "ide of the darn, In tllble 11, <br />th" inventory number t~ II. d".lgnRt1on us~d in Corps of ~ng.in"".... and <br />St"t~ of Colorado records and should be used if <~questin~ funh~r <br />infor"",tion about a purti~uhr datil, A da~ lo~,Hed "offHrMm" is <br />".uaUy in " nor:nally dry gul~h and Hs lIater "()Llr~.. i. a can,,-l or <br />another upstream da~. <br /> <br />Tb" ldt",," "~,A."" r~(~r tD the dr,<l\\Il;';~ .,r~a. contrlbut1n~ to the <br /> <br />1""" <br /> <br />" <br /> <br />" <br />