The URL can be used to link to this page

Home My WebLink About2010 Ordinance No. 044• • Olli ll :-S \NC I· NO SH{IL. OI 20 10 11Y AlTI IORITY CllLlNCII BILL NO . ,-l IN rRODL 'C FD l3Y coL·-:rn ~IF\llll·R 0 1 SON AN ORl>I-: ·,;--C l· IU ·l'E AI ING 1111 I 16. CII AI' I l'R -l ... I I OO Dl'IAIN OV l:RL A Y DIS I RI C r-· AN D Rl'-FNAC TING 1\ NI II In I I· I 6. Cl 1.\1' I ER -l ... FL OODl'I .,\IN RE (;ULAT IONS .. : AI\D ,\~l l'I\DI 1G rl r LE 16. Cl 1.\1' I lR 11. Sl:C no:, 2 ... llEFI I\I I l(IN OF ll'ORDS ,\ND PII RASE ··. OF TII E ENG Ll:\\'()l)I) W 'NICll'AL CODE 2000 . \\'I IEREA . The Fed eral Emcrgcnc) ~l:m:1gcmt:llt ,\gcncy (Fl:.~L\) 111:111:-spcci:1 111~1C1d ha , .. ard :m::1, acrCl'-" the county which .ire called Fl (l0d Insurance Rate ~laps (F IR~!) nrc 1hc o fti ca l map ~ ,k~1gn:11111g. n,k pn:nuum ll'llC:o, for ll oo d insur:1ncc purp,1~c~: and \\ I lEREA . the last m;'ljor rc\'isio n to FIR l\l maps fnr the Cit) Lli' Engk,n1od wa :-. 111 1995 . ~d ,wc than '" o years ag o the Co lnrad 0 W:11cr Cons cr\':Hion n,,;ird (C \\T B). in p:irtncrship with Fl:l\lA. bcg an a pn ... J..:ct w upd:11c ::md d1 gi li Lc :ill rlRl\b fm :\rap:1h (,c Coulll) I hc pr0_1cc 1 1~ now comph::11.:: and \\'111:IU · . .,\ . I he CH) p:111 11.:1pat1.·, in 1hc '.\:llh't1:1l rlnod h bl11ancl' Program ,,)11ch c,aluat cs 1hc C!l) ':, llond m1t1gath1n po li i.:11.::-. and rcgul:\i1 l1ns and 1h..: C H)':. f:n,1r;,I h: 1.lllng :till'''' l'lllll.'.1\s \\ 1th prnpcny \\'ith111 th..: tl ood pl :11n w r..:cc i,..: app1w,11n:11dy :l li.:n pa ... ·..:ni \0°0) n:dui.:11011 Ill ll ond insur:1m;c.: pn.:miums: :rnd \\"I 11 ~R1:.,s. \\ 1th th ..: :1dn1 ,1\)11 llr Il l.'.\\ rm.\l 111:tjb. l'Fi\L\ b requ iri ng ttp datc.·-. Hl thc.· ll•11lii.:d Dc,c\{1pmc111 (\1tk':. llnodplain regulation, in l'rd..:r 1{,r the Cuy hl r1.·ma1 11 1111hc N:i11l111al l•h1 l1d lnsur:mcc Pr1,gr:1m anJ 1mn uk 1hi: d1sClll11llcJ prcmmm 1,p1i1lll f,1r r..:,1dc nts: NO\\'. Tl ll :IU ·H)RI ·. Ill · 11 ()l(l)A l:--:Fn BY TI ii CITY CO L'NC II Ill-1 IIF Cl rY OF I -:1 ol l·\l'OOD. CUI OR.\ll\l. \S Fll l I O\\'S· Scc1io 11 I . l'hc C11y C,Hm cil 111' th c l'II) f•f h 1ck,H11,,I. Cn\l1rac h1 herc.·i,, autlll1n1c:-1i.:p1.·ah11 g ruk 16. Ch:iptcr-L ofthc h tgk,,1,l•d \lu111..:1p:d l\1dc :0011111 i1s cntin.:t) ;1:1d n.:-c 11:,i.:11ng a nc.·\\ l 11\i.: I(,. Ch,1ptcr -L 1111\:,1d as t~1lk\\,, ~\'L-Lil!JO ll'L,,\l' IU::CXL.il.l' '' lu.:.-~-· .lurh nri l) and Puruo,..:. Sr111ur111y l11 fli(ln(J, l h1.· ki,;1s l,1tU11.' ,q 1h1.· '-\\;Ill' h;,, 111 .l\ .. :.,.Jo\ l .R S., ,1, ,1m1.·1ukd 1 1kb•at1.·d thc.· 11.'~IK'11'1hl l l1) Jl1 1,,;,li J;ll\1.Tlllllt..'!ll;d Ullll'i 111 ;id~1p\ t\·gu l,1111111' dcs1gnnl to promote: 1h1.· puh lii.: hc.dth , ,afct ), ,111d g1.·1h:ral ,,dforc pf its 1..·1ti1l.'nr) hj 1111nnni110g 1lolld \ps,cs , I hc.· lh.1i..1d hM:ml illc.\1, 111 1h1.· l"tt; ar~ ,uhJccl ll' p..:1wd1~· 111umla110n ,,1Hd1 1'l·,uh, 111 1(1,s of hfc.: :,nd propcrt), hc,1lth ,111 <1 :-.;1fc.:ty ha1:1rd s, dt~n1pt1 1..l!l ot nm11m:n .. ·i..:: ,111~1 gln crn111c1,1al -.c.:r, 1ccs, i..·x 1ra\1n\1oat; puhl1..: i.:,p1.·11di1ur1.~~ li.1 r lh.1l1d p1 (1\l.!CIH'll ,md reJief and imoairrnent of the tax base an of which ndverselx affect the oublic he;UlL... • c~fctx and general welfare. ~-Toese flood losse~ are cau1ed bx the cumulative effect of obstructions in areas of soecial flood hourds !hat cause a11 increase in flood heishts and velocities and bx the RC%-YPancv of flood hazards areas bx uses wlnerable to fJoods and which are inadequmelv anchored elex01ed Ooodoroofed or othernrise orntec1ed from flood lllw.lw. ~-Pumase It is the numose of this Chanter to oror ·e the oublic health safetx and vencral welfare and to minimize Publi c and Private losses due to flood conditions to snecific arw hv orovisions designed to · l. Protect human life and health · ~. Protect nronenv and minimize damage IO oublic facW1ies· l. Minimize exneoditure of nuhli c monex for cost Ix Oood cont mu~ ~. Protect rhe natural areas reouired to convex flood flows so that thev develon in a manner consistentwith reasonable Ooodolnin management · ~-Protect and PrcseO'e the wnter-carn:iog characteristics and caoacilies of all waterco urses including gulches sloughs and ortificial water channels used for the convevance of stonn and floodwa1g;; ~-Minimize the need for rescue and relief effons associa ted with Ooodiound..,g~ undeoaken at the exuense of the general oubli c· z. Minimize oroloneed business intcrruplions; l Hein maintain a stable tax base bx omvidinR for the sound use and development of Oood nrone areas to minimize future Oood blight areas· and 2. In sure that uotential huversare notificdJhat om ,,cov is in o Good ~ Methacts ofReducinv Flood Lm">·e ,· lo mder 10 accomn iishjts Rurnoses this..Chamcr uses the followin g methods · L Restrict or Prohibit uses tha1 arc dangerous IP hcahh safctv or orm1'Dx. h..lllncs of~. or cause excessive increases in flood heights or ve lociti es; ~ R.eauire that uses vulnerable 10 Oocds including facilities whiclwmc such uses be orotectedJl@in5t fl ood dnmawi the time of initial constrnction· l Control th e alteration of natural Oooc ,lains stream channe ls and na1urnl mmect_u:e barriers which are in vo lved in the accommodation of 022d waters; i. Comrol fillim' grading drcdvio& and mher develonmem wh ich mnv increase Ilood WWJOge· !wd 2 • • • • • f fu1od b:-irr.icrs, iucludin, will 1 , ·ucrl!;,1s" 0<..ldJ1111:1,_.,,,.1 -"'""'-'-'-'-""'""' L6-!--4.:l: .luri sdi rt ion ·in d \p~ .-1. ,lpp bcnbi}J.tJ·. l]1c 1 · sfo ill<r ,hall appl)'.10 all laud II ithin 1hc C\1y 1dc 111Llkd ii' th e FJ dpJmn o·, ·-1 a L The abovl' Oflil-1al Fl oo d tucl11,.•-. ar1,.• hcr,.:by ncloptl'd by n.Jc.:n:m.'.c .1nd dcdan;cl w be ;1 p:1t1 Pf lhi s Ti1lc:, , /, llrni., jor b1aNi,lm1J; th•· ~J,n1,· <!l Sj,~·cial Flood /la:ani, J'hc Ci t)' 11.:n.:by .ui 1L,Jl~h .. c · lloodphins and tlo.odw;1ys wh lS C boi1ndum.·:i :Jrl' th o:;c o[thc dcsi .1;na1cd IOQ•y.:a nd pl: !11 -.pccfr n.,_,~lcl hnz;ird nrc :u• and 1hc ;,lc:-ign:111.:cl no ocl w:_~y_s ..... :ts :in: show n t1 r tah ula h:d in the.: C)l'li 'al Fl11od t udi c} ll. Co wplim1tf, N1..1 ... 1rnc111 rc :md O\'i1LCd m th1.· FL0pd plam IT stricl :-lwll h1:1 ..::1ftcr be 1.·011 s1mc1cd, 1{1!..'.at!lli, c.:stcn<h:d, c<•ll\'cnc,~ alt1.·1e.:d r J1:1, I! it~ use changed wit hout foll l".C'l llJ lillam,;1.· ,\ 1th thl". tcrm:-l'f tbi ~ Ch.lph.:r :111d all Dlhcr :1 1!pl kahk rc~ulation I. Fh;.,1,,dpl :11n lkn·lopmc,,r I\T1111 1. ;\ Fl ood pla in Dc\dop1m:111 rcnrn t -.h:ill hc rcq uic.cd pn or lLl l".111111ncnccm1.·11 t of :111y 1.·11nstrm:11 l,n or ot lwr dcn-\L11m1i..:nt . .i . \\, ,,11.:1nH \,1nd :-.h,1\1 hc ,1,..,up11.·d N ~h1.·d and ll t' bu1\thng ,hall h1.· hc1'l·a lk 1 1..T1.·c1cd, .1lt1."1cd, <1 r m1.1, l'd t'll 1hc tl l.'.!1.'dpl:1111, ~11' .tll) \\:ncn.:ouN.:, llllf sha ll ,ui.:h huil d111gs be l11.·,:up11:d, until .1 c1.·111lk.111.· ,,1 l,".11111pila11+.:1.· ha, hcc.:11 1s:-.m:d h) 1h1.· l l,1ndp\:11n \drmm,t1ah11 h I ht.' app lt 1.·;111t :-hll ,ubm11 a 1.·c.:rt11ica1lt1n by., ll.'~1-.1crcd p1\1 ll·:-.,11..111a l i.:n i,;11 wc r to th1.· l·hNd plaitt .\1 1:;1 ni"tr.iwr th;11 1h1.· ti msh!.:d lill :md hu1ld111i,; no<1 r c.:h:,;11i,._111:-, lhiod pnJQ.li n~ mca su rc:s, or lit her prntcc tioJL focwr :; ,, 1.·r1.· :11.·c:. l.lll pli shcd 111 i.:1.1 111p lia m.:c ,, ill l-,.th c.:_p1t'\J kms vr th is 'hi\P c Tlu s cc 11iJj ca11 011~1l :1lso s1a1..; ,,111:thcr 0UlC'll 1bc ~1mc..1u r,· coutnins a ba s,.1;mcnt. Wi thi 1uc1 L( 10) day s al11.;J .r.c ccip~ of ,ui.:h ci:1111ic:111on from 1lw :ip p \jc:1111, 11lc lj dp lain J\dmini strator sh:1 Jl iss ue <\ 1.'.~rll lil.'..ttc o 1.:omph;incc ClJtly i th1.· butldiu • prcnusc s ;rnd lhc PL1..'Pl.'::i c,:d u~1.· 1hcn..:11f, l.'.i fonn \\ 11h all ,,f1 hc..rc qm rcmc:11ts tifJ hi-. Clrn p1 c ·, C. -.""""-'""'c" l Gr~·,1 ]1c,: rcgulntiill\S 1..11 ucd n • I "'ntar: ill!JlllSCC I ll' , ,.,_.,,..,_.,we,, ' 7{'11C cJ, lJw, 1.·mkQ to repeal, i~ting cnw1crn. COYCll:l\ll:,J ·-f,-1 lo\\'' 1 r ~H.'[ '--"'"'-''""'""'"-"'""""""....,"-"-"'~ c:1scmcut .__coy1,,·n.111t , or d1.·ccl rc s1riclll'll conflict or <.Wc.:rh1p_. whichc\'C[. imposes the more !ii.!ringcn rc:i tril:1 1\'.111:-sha\ np pl)~ />. lmt·111n•1,11w1L Jn thc,;ir 111 · l :md lhl' 1 )1dd h.-"' he mini mun n.:qu1rcmt.:JU S1 shal 011:-1 b dcc..":mccl ndthl·r t (1 limu nur tc11c;il an i;rnn E, m ·o ====== '-""'-=== id ., ., ---,...,Ip f1,,"'l f :1clmini"-1r:ujvc de i.:i:-1 011 Ja, The fo\Jowing ci pcn u .1•:, :-hall be p · ·mitt l'd \\ i1hi111hc F\iJrn lpla111 Dis1ric1 to the l!X l1.'1ll 1ha 1 they :1rl' JI Ot prnhibit cd in._ p.1r111.:ul .1r arc:1 b; ,Ill) umkrl) ing 11.,nt· d1 :-trkt d:-t :,si lic,1ti1.lll ; r\, .-\gnculturn l U:,l'S1 :-m.:h :1:,; g,:m:ral farnung :m<i ih1..· ra1:-111g 1.1f pl :1111 :-, 1, SW!.:k , :m d nursery \l. Publi c :mcl pri\ .i h: r c'-'IL';ttl1,_1n ;iJ ll '-'-'"' :-u\'h a:-p:irks, :,\, unmmg ;m.:a,, gl1lf 1.'l'llL:,1.:-., d1"l\'ing range :-, p!Cllll' g1\1und,, ti:-lun~, :ind lukmi; ,mcl b1kmi; tr:uls 1101 n:qu1nn.:; pcrm:mc nt 0r 1i.:m po r:1r) stru i...·1u1l'' lk:-1~1h!ll for 11\1111:11 1 h;1hi1atit111 , (' Llllht) 1:!e1lit1c , ,11,h •" ll,ma~,· .11,-.1>, 11.111,1111 »1<>11 1111,·,, p1p d111c,, <\illcr 111<>1 1111,n ng dl·, 11.·1r,.•,, r~1:1d\, .1 ) :-.111 ..I hndgi.: ... , ll ,\I\ u,c:-.1llt1\\c,i h: tlh: m1,h:rl:111i; "'lh.' d1.,,1ni.:11.:l ;i ... ,1ti\·,11 w11 \\lth111 thl' 1 lond pl ;im n1 ... tn l.'.I :-hall b1.· IKT!llll ll'd ,l" h111g ;1 :-, th\.· USl' \\1m pl1l':-t ,,11h c1.md1111 11h :--ct hwth 111 Suh .... l'l't1n11 IC1 -➔- ... (H) I \I(.',·· l"\l11.1 dpl.1111 n c,dop!lll'I\I l\•nni1 C:1i1cri.1 .. 1' --: Siw.il:u:..L ,c,, L'si.::-\Cl) ,1m1lar Ill 11.ttl ffl' h.' pc rm111cd U:-l'" 111:1y hl· :1111.ml·d h: 1h e l·hAHlpl:1111 t\dm1111 ... tra wr, 111 1..1, 1dl'd tha t thi..·y dfl' i..'\111"1'.'>I L'lll w11h 1hi..· p1 \1\ n•i 1111, ,11' tl11 -. l 'ha pl\'L • • • ~: Nn neo nformin ° t lscs • • ~: ·\dtt1ini 5J nHion ..L fkwlv /ain .:ldwiuiumwr Administrator ancl£ballcnforcc 1lm .. nmri ions of thi£..Chao of 44 CFR CNoti.cnal EloodJnsurnnce Pro gram Rcg\!lntionsl IhcJ.knnnnwu of Pu blic Works shall orovi de the Flood ol n;view of a!Lµnolicmions 10 build,,,mthin the Ooodn,lain or q drainngu~.B1.1.111...l.ll..w;. is£uance ofn Eloo;Jola in Peveloomcm fe □niL rJoo d , ai1 De ',;\Q pmc,u :\; Jlc1crminr , · 11..:t hl..'.t Mich c1.m::-Jr uc1ion or ck,·clopmcnt is Joc,1tccl wit lnn .he: Floodplain Di,1 rin, , ,\,..,un: that ,Ill l!t.'Ct.: 1'.!0l'Y pi:nnits hayc lwc:11 1,,.1bJ.iin1.·d from tho"r.: Fcclcr,1\, tal c or lt1c11I ~('l,crnmc111:il ;'IJ;cn1.:h::-(mcludiui; S,,:cli on -lll-4 11fthl.' Fcdcr:11 \Vatc.·r Pol\uti1.111 ('omrol ct !\mc11dm ·: s of 1971, ,; , .C'. J:1~4) from wluch pm• ap proval ,~ r1.:quircd, I) ·n · lliill~cr i!1nt 11 • ria t~ mny b..-\\C.:Ql C1o to oth er land to 1ht..· iJ 1_filD1 or QIIM 5 ll Tde suscemibilitv of the ucnmage on the ind ' .do ns co ntents to flood d the effect of s h d Q[QPOSCd facjljty a d . ii I . --· IYJ ua) owner --•ro•ss and _be ,muooance of th . ~ -~ e SCO'ICSS nmvided b b t e prgposed f: ·1· -~--acutv to the ~ The axailabilitx of ahemah ' . to flood,ng or erosion dnma1~1ocatmns for the nrooosed use I at IS DOI sub iect gl The comnatibili tx dsv£wrn'll. of th e proposed use witl1 existing and amicionted fil The sn(cty r omprehensm Plan , 9 access to the emergen cv YebicJg. --orn 9eox in rimes of fl ood 11 The relationshm of the PWPASed use to th e C for orchoaa and ~ects of way; actjon ,f r ed,mem transport 2r . PPP ic•b)e expected at the .liU 1 he costs of nrovidiog 8 sewer so s electrica l and ovemmental seryices durins and 0 2.l The exnect d I I ti ClCIBlllS velocit d . 11eooct wa1en ood thee~ xura1,ou rate of nse and W Eli . . water systems and streets and brj~g;; Qpgd such as oo<) hamers mc)ydjng ~ . -win ch mav ineoces wb,ch will J.. . crease Qord hnmrds ,o other.la urnwrally djyert Qgod wate Rey}CW •II Buj td ' . n s, rsor Elood 1 · __ mg Penmt noor · ~,um DiS\cict wjthjg 1 ( ,cat1 9ns for constructj e deemed 19 geiJhcr liroit ~olPl wgrkmg dnys Anprov~i° gr deydgpmem iu the Apphcat1pgs for bu ')d' 0' reoea) any mlm P ofa buJldw• permiuhnll i. ' ,og nemut s sha lt be rev iewea°Ollr:? m;nntcd under State Stntu1es a. Dcteanios jf rh c case -by-case basjs to · orocosed devclo om · b Cpl I§ lo ca ted jn the Flood I . . . · Aw!ce th e byj)djng sjte will hp am ~ c reason ahtv safe from Oo . c. Ass ure •II nccessa . gdmg. goyen a nenmt s ha ve b b . llDMtal.asrencies from which nAe~l g 'OIO~ from th e Federa l s d . A UPPC9lnl rn re'IJIWi.!l.tate or )oca) ss ure all new constru shnll be mode m ncco ~Pon and substantrnl reomrs section I 6-4-) I EMC cd,m ce w11h the mm1mym O qd1moroyenwnts gr ahera tj o or e)eyat1op crj,erjn m Suh o wggfing cntcga specjfied ns lntcmret where d -secuon 16-4-ZCB)ll.'1:~ ·· m n -·----pe e cd 1h ____ ,aidi:!~ ood hazaal§ (for exa ... e exact location of the h . annncU.:: m Secuon 16-4·14 EMC • • • • Q,. · J\'I.TJllc summons , illiJiH.'C11Lcl1 1111mmmc, and 1h \1:;cncy Qlo ado \'.iu:r C011scr,..:1 tiQJU1oars!, priOLlO any 0 11 of a c, and s.Y.WJ.liL C\idt·ncc ( ,uch 111..1t1lka1i1.1n 10 1hc Fcdcrnl EmcrgC"m:y Ill 1\g1,,'1lC\ ]1~1,.:r 1, ci.:tion 6" ;, o( the ~:1u0nal Flc11.,,d lnsurnn cc ~rogrnm rcgufat° 1s, 1 7 od plm n ~11111:.tralN mn y appnwc ccnain dcn:k,pnw lll in 7011cs A l-3(L 1\E,..J;\l l, on the FIR \I "bkh inc n:n:-cs 1bc \\at cr surt:1cl,' ck,mion 0f 1hc h.t sc fl l, l) more th:ln m1.· li.""10 1 tlJ, 111!1',jckd that th1.• Cny tir~t .i ppJu,;li, l~•r a conditbm:i l 17 1R .. \I r1..·,i~11.m thrcmgh Fl \I :\ ( orn lni 11:11 11.!ttcr nf ~tap l{(.'\1,1011), • ~: Fl ood plain l>c,clop mcu t Pcr mi l.., :\ F/,wdplai11 /k,llUf'll/1 '1/f A ·m111 Pro~1'\\, • 1. :\pplic.1tif\n :\ Fl nod 1!k1111 Di..·, ck,pm .. ·111 Pcrmi1 :-.hall bl.! 1.1b1;11111:d hi:li.1rl· :1 bu ild ing pcrm11 m:1~ h1.· 1:-suc:cl N co11-,1n11.·l1011 or dc:H·k,pm1.·n t hc:l:ill_Js 1.11t klmb within the I hil•dlili!_in Di ~ fll't as idl'nt11il:d 111 SubSl'l'li on \(1-➔<!t :\} E~lC :1 bln c, ;\ppl il':n1,.m for a J'k1l1dpl.i111 Dl'\1.·l opml!lll l\:111111 sh:11\ hl' mack l11l fornh prcn_J <kd hy the t'11y an d may 1111.:ludc:J hut b 111.11 l11ni t1..·d w· Pla n:,. in dupllca1c dr:m n to $ca k :,ih0win g 1h1.· n:11urc, hw ati l'll, du ncn .. 1011, :n\d 1.:k·\1\li\111._ l1f th !.! ;1 rc::1 111 qlu,.-~li\111; c:xh.1 111,:; 1,,1r pr<.1 pnsl•d ,tr1 1l'lurc:"'J tillJ ,u .. ,r,1~:.· ,,fm:ucnab, dra111:1gl! fadl111c:,; ;11,d the loi.:ation ..._1fth1.· 1~1rl·~11111,:;. Sp1..·c:llically, th1..· foll11\\ 111,:; 111forma11 011 1:,i 1\·q111rcd ,1 I k, ,1l111n l111 rd;111,1n 1t1 111c:;1n ,1.:a k, dJ 111 1'11.: \11,, l'•.' 11,,,,r l11h:lud111;.: b;i-.1.·111l'rH) ,11 .tit Ill'\\ ,md .. uh s1;int1.ill) 1mphn1.·d ,tnKtm1.·,, h. I 1c,.111,1n l1t1 n.:l;llu•n Ill 1111.-;m -.ca k,dJ h1 "h11.·lt .111) 111,11111.·,1,knual ,1rn,,:w 11.· ,h.tll he t1,,0dpn111l~·d; c .. \ 1.·c11 11i ~;1t1,,' t'nllll a rc~1,11.·n.:d pr,,k..,..,11.m:II c11gml'l'1 ,1r ;,d111l'1,,·1 1ha 1 1hc m.111r1..·s1dl'J;i1,tl lh1t1dpw1.1t\.·d ,11111.'turc ,h:tl1 1111.·t·t thl' !1l1t,dpn,l1 li 11g 1..-r11cn:1 <.-1( S1,,·1.:111.m l(,-➔-11 I·~\ ·, ''.,,\\immum l·\011dp1001i11gC11t1,,•n;1"; :uu l d. l k,\..'np111)11 tli' 1hc c\tclll w \\Juc:h an) ,,,1t1-·rl.'.~,ur..,1..· ,1r 11,11ural d1:1111ag1.· ,qll bc ,1111.·n·d N rd,1,.,·,11ci.1 a, ,I rl·,uh 1•fp11Jp,1.,t'll 1,,k,d,1p1i.t:111 Decjsjon of FJ0%du~::!w;1aju Mwiui§lratgr Pf ,t:crnnowjng relevant fac tors detewiuatioo . oft e visions of this Chamer on d annhcable pro __ . d ...... base 0 » --od · or cros1°a a; .._ y dye to 0° mg he The danger to Ji(e and pmpeq . ents ta flood damngc and t ll. ed focjJity and us cont . · · f the Q[QQQS ---· 12. The suscenttb1bw O the jndjyjdua l owner . effect ofsych domagc on t ~. iii ;he jnjury of others . he swept onto other PP . h wenals :n•x · . . d d ye l 00 ws m e The danger_t ill . • pd anqcmatee "' d use wjth emtmg a at ibili tv of the orooose d ' iv and ernernencv s.!. The comp -·-··· . . of flood for ouu• -- I onertY IQ tl!DCS r acces~ to ue pr s:. The safety O O d condjtjgns ... h;.,... and after 00 nd ........... t scmces durmg --d bli c utthtles a overnmenta H-d bridg es an PY . f. · 1eoance and reg . t d water sxstems includmg mam ___ ewer gas elec1oca an . - faciJiues such as s r rise and sedjment tran d muon rate o -. nected ot th d hei@hts ve locuvu -0 ifapnl1cable ex __ JI.. The exnecte h effects of wave •cqg dam,w. flggd waters a nd ts floodmr or eros19n . locntions nm sub 1ec1 IP • • · C1:iUiJili. ·11 ed jn . , 1 qmew fcnw · pen uses 0 sam Jl. Elaadplnw Devep Structures accessory to \ pennnnent may be ,o Open \Jses -1 1 er temporary 9 1 • I . Siructurcs Accesso'c ''Pennjtted Uses " lY !lniajp Admjnistrator uat • ~Ll§:4-J EM _ · tion by the fl -·11ea RP I" uoon • dctennma . . perm• . for human habuatlllll. es will no, be desi gn ed ~ Structur .. • • • • 12.. Structures will have low Oood dnmn gc ootemial " The structure or stmctures if oermitted will be r.onstru cted and ol aced on the buildin g si!C sons to offer th e minimum obstrnction ,r: Lhc flow of floodwaters .ll Whenever oossible stru ctures wi ll be co nstru e·¢ with the lonsitudinol axi~ nnrnllel to th e direction of fl ow of nmwa 1,~ '1 So far as is oracticable structures »ill.bu~~wLsn.Jlu1.ulW.L~ ~are non rox ima1e!v on the samW 1.:..a1.1ll~li oininR strucN~ Jl Structures will be figplv anchored to orevent the strncrure or bui',iiJuumw fl oa ting awnx and thu s threatening to fuaher restrict brid se one~ other restric ted sections of th e stream or river ~ All new coust rnctiou and substantia l irn nrovemem s sh1~".'I "'™' YJilh materials and utilitx eau inm em resistant to flood damage, ~ All new construction and substantial imnrovcmems shnll .!' ... ~ .is ing me thods and oractices th nt minimi ze flood damase ~ All new construction nod substantia l imnrovements sha ll be constructed with elec trical heating ventil a1ion ol umbin s and oir;condition in& eauiomem and other service facjlj ties that arc desivoed ond/or located so as to orevent wnter from en!ednv or accumulatin g with in the comoonents during SP.nd-"·ions of flooding ~-Other Structures Iemoorarv or Permanent \9 be Occumed hv Peoole o ,her structures whether temoorarv or oeauanent which are to be occun ied bv neoole ™ be PSOPitted onlv UPOD a finding bv the Floodolain Admini~trnlor thJ.1.. .J., n. ~ structures sha ll como lv with ~sction 16-4-7 EMC "Floodo lain Develoomcnt fenni t Process·" and Section 16-4-11 EMC "Minimum FloodProofin@Cdteda" 12. The lowest 0oor including th e basement of nnv structure to he erected construc ted recons tructed or moved on or within the Floodnlain District sha ll be wwructed nt or above a ooiut one foot Cll above the 100 -veor 0ood c!exation for ~ular area and the fill shall extend m such elevmi on nt least fifteen feet f 15') bevond the limits of nnv stmcture or building erected thereon £. All new construction nnd substantial imnrovements sho li he anchored to orcvem flotmion collnns e or lateral movement of the stru cture ond 10 wi th stand hvdrodmamic loads Fills or Peoc sition of Materials Eilis or deoosition of mnterials mav be ocm1ittcd onlv 1 • on a findinu bv the Floodolnin Administrator thnli. ~ Anx fill or deoosition of motecin ls will como lv with oooHcab le sections of Chaoter 16-6 EMC "P evelonment Stnnd;mis" 12. Ilui...fW or deoosition of mat eria ls wm have sr~e benefi cial ournose and th e @mount thereof will not he greater than is uecw. NY to achieve that 2urn2se as deumnstra ted bx a Pl An submitted bx the owner~~¥ ~..iu~th e final dimen sion s of 1he orooosed fill or other motr-ml and the use to whl -~~led land will be Put ~ Ihc Oil or deposition of materials does nm 'incroncii on that oortion of 1M lli2odplain which woul<i have significant and n~Oow during the fl ood and which for that reason would helP cPnvev th,~-~ sL The fill or other materials will be Protected against erosion bv riPrnP strons vegetative cover or bulkbeadinR. Storage orProcessiog of Mnterials The storage or orocessins of materials that arc lllmvnnt flammable exo losixs or in time of flqodins cou ld be iuiurious to human. animal or Plant life sha ll be above the flood omtect:;m elevntion for the Pani cu lar area or Qoodproofed llUQlu 2l inuce with Section 16-4-11 EMC 11 Minimum Floodoroofing Criteria " Solid waste disPosal focilities such as sn lvave Yards or areas for the dumPins of refuse; or tbttstorage of non-0oe11.b.le x·;!Jicles shall not be oeaniued ~ flnndo leio Rsm,.111i.PDL The fo llowing regulations sha ll noo l,:JSLa ll uses within ihc ti thot suc h uses may be snec ifi ca llx oeanitt ;d under the 1eaur. 2fth1 m Ilisnic1 021witbstanding llilllll:L • The flood nrotecti on elcvntion or h,:clu shall corrcsoond_ 112..n ooint one foot CI> al~ cleYation or · Dood nro Ole" shown on or anached 12 the FIRM ,. ,a . No OoodolallLuses sha ll adversely affect the efficiencv of. or unduly restrict thp wn2acit~ anx channel. any tributmv to au Y main stream drainar,c duch or onx other drnmn geln£ili1Y or sYstems-nor sha ll aux wnrn1~ourse be a~ or restricted unless the Oood;eanvin2 winacitv of the watercourse shall be P'~ ~-General Stqr,dqn/r In all areas of soccia l flood hazards th e following nrovision s arc reauired for all new construction and substantial imnrovemems· .L All new construc ti on or substnntia l imnrovemcnts slmll be designed Cor modified} and adca uatclYJlnchored to oreve n1 Ootmion co ll aosc or laterul moYemem of !he st ructure resulting from hxdmdVImnti&..and hvdmSlalic.Jouds , including Lhs eff1gis of buovnncv· All new co nstruct ion or substmuinl improvements shn ll be co nstructed hv n1ethods nrul..oracticcs 1hm miuimize Oood dmwu:c: J.. AH new cons truc!ion Hr substantial imorovcmcms shall he cilll£U.11c1Sd wi th m" ~ripJs rc;;isrnnt to Oood damage; Au new construction or substantinl imorovemcnts shnll be co nstmctcd with slectrical Iteming ventilation olumbing and air conditioning eauioment and other seryice focilities that are designed nod/or locat ed so os 10 PteYcnt wnter from entering or accumulating within the comoonents.,d, ring conditions of Ooo~ 10 • • • • ~ All new and reulacement water su nolv svstems shall be designed to minimize or elhoina te infiltration of flood wa ters im o the svs tem · ~ New and reo lacemem sanitary sewnse svstems sha ll be desigped to minimize or elim inate infiltrat ion of flood W@'-''1 into rhe svstem and discharne from the svsrems into Oood wa ters-and. L On·site waste di snosal svstcms sha ll be lotf\Jtd to avoid imoainncnt to them or contami nntion from !hem ducins flooding J2 . Specific Stqndqqt, In •II 01eas pf sn ;ci•I Qggsl hamrds where base Qpgd slsY•ii 0n data has been urovided as set fooh in 16-4·2fBl 16:4·6 ffi}C5l or 16:4-1 3(Dl of th is Chaoter 1h; followinuirovi si ons arc reauired: .l. ~dentin) Con struction New construction and substanti al imnro vement..J2L.wrt ~utial strncture shall have the lowest 0oor Cincludins basemcnt'l, elevated to or above the ba se flood r.leva tion A resi stered orofessiona l envineer architect or land survevo r shall su bmit a ~nifi cntion 19 th e Flood ulaiu Adm ini strator that th e standard of this subsection as am19sed in Sscti on 16::4· I 3 EMC "Subdivis ion Plats" is ~ l. Nonrcsident,;,l t 'onstruction New co nstru cti on and substami al inlDI'.Oli . ·ems of onY crunme t ► ·111 indus1ri~ 12nr•sidenti ol structure shall ei ther have the low es t floor Oncludinv ba 1> mem> elicvnted to or »hove the base flood leve l or together with AIWtdam ut Hitv and sanitarv facUiti es be desi sned 110 th n; below th e bnse 0ood leve l the strncture is wateoisht with wn ll s.s ubstantinllv imucgncoble 12 the uassn1:1e of woter and with structura l comooucms lu,ving the caonhi1itv of resisting hvdrostatic ond hvdrodvnomic loads and effects of buovancv A resistered orofessional epgin~ arc hitect shall dev elop and/or csview structural desisn socdfi cmions nnd nlnns for the co ns1ruc1 ion ond sha ll certifv th at the design and methods of co nstru ction are in ~~nee with acceoted standards of orn cti ce as ou tlin ed in this subsection A record of such ce oifi cat ion whi ch includes th e snccific elevat ion lin rela tio n to mean sea !even to which such structures are 0oodoroofed shall be moinro in ed bv th e Eloodolain Administrator, ~ Enclosures New constructiou ond substantial imnro vements with fully enclo"~ below the lowest flogr thm are usabl e so lelv for Parking of vehicles bui ldi!Ulaccess or stora se in an area ot heuhan n basement ond which are sub iect to flooding ..slmllhe rt-signed to au toma ticallv counlize bvdrostnti c flood forces on exterior wa ll s bx allowin c for the entrx :nul.J.·xit of Qoocbvntcrs Designs for meeting thi c reouirement UJust either be cert ified bx o ;ee imrcd 12rofessionn l en ei ocer or archi tect gr mee t or exceed the followins minimum cri tcri o· ii. A minimum of 1wo (2) oocnin us hnY.inr A total net area of not less than one souarc inc h fo r everv saunre foot of enclosed ; .rcwb icc, rn 0oodin s sholl be om~ h. The bottom of all ooen inv s sha ll be no higher than one foo 'll above grade. ¥l Oue ninv s mnv be eoui oocd wi th screens louvers va lves or mher coverin t:s or devices Pro vided that thcv oePPit the automatic entrv nod exh of flood waters. 11 ~ Manufactured Homes a-Zones AI -30 AH and AE· All maoufacmred homes those substantiallv imoroved or those having incurred "substnmial damage" as a result of a flood on sites in o new manufactured home nark or subdivision in an exnnnsion to on existing manufactured home Park or subdivision or in on existin g rnnnufactured home oork or subdivision shall be elevated on a Permanent foundation such that the lowest floor of the mooufactured home is at or nbove the bose flood elevation and is s.ecurelx anchored tn an ndcauntclv anchored fouodntion svstem to resist flotation. @llaoswmd lateral movement This subseslio n shall aoo lv in an exPnnsion 19 on existioR mam1fnctured home oark or in an existin g manufactured home nods where the renair reco nstruction or imorovement of the streets utilities and oads eauols pr exceeds fiftx nercent £50%} of the value of the streets utilities and nods before the reoair. reconstrnction or imoowemem has commenced b-Zones AI-30 AM :m d AE· Manufactured homes in an ex isting manufactured home onrk not suhiect to the omvisions of4 a nbove shalU2~~va ted so that either l.l The lowest Qom of the mom,factured ho·He is at or above the ba se flood elevati ;m.,,or 2l The manufactured home chass is is sutiooned bx reinforced oi e~ fawldntion elements of at least eauivnlcnt strength Lhot are no less tlmn • thirtv-six inches P6"l in height above grnWWUld be secure lx,,.arn.hored to on • adca uatelv anchored foundation svstem to resist flotation collo ose, and lateral movement. c-Zone A· Mnnufoctured homes shall be instolled using methods and ornctices which minimize flood damnse For the Pumose of thi s reauirernent manufactured homes shal l be elevated and anchored to resi st flotation collaase and lateral movement. Methods of anchoring mov include but are not limi ted to use of over.the-ton or Imw.ui;s.J,urr.und anchors This reauirerncm is in addition to anulicnble State and local anch ori ng rcouirem cnts for resisting wind forces Anv additions to the manufactured home shall he similarlv anchored .l. Recreational Vehicles Recrcmiom1U$ihiclcs ol nced on shes within Zones AI-30 AH nod AE shall either: 11. Be on 1he site for fewer tlurn on e hundred eiBhtv CI 80) consec utive dan. h. Be fullv li censed and rcn dy for highwav usc-.w: Meet th e oermit reauiremem s of Sub section !6 -4 ·7ffi) above nod th e clcvntion and nnc horin g reauirements for "manufactured Imme~·, in ooragraoh C4l of thi s Subsection A recreational vehicle is readv for high,w use if ii is on its wheels or incking §YStero is attached to tb s site PPI Y bv Allk k difaiOP DCCl tYPC utHities and securilx devices and,,hps no oerman emlv nnac hed add 1twm. 12 • • £. Srno~ards for Areas of Shallow Floodiur !AO' AH Zou ' . . soec,a l flood hazard estab Hshed in Subsection 16 _ es Located wubm th ? areas of shallow flooding These areas have sue • :4 2CAl Eh'.JC are. areas desrnnated a~ of I to J feet 0 -Jl where a clearly decrl~~9:!uhoaef;~s assocrnt~ wuh base flood depths • • Ooodmv is unoredictahle and whe t • fl_, .. · oes nm ex1s and where the oatlu2! h . ~ ---___ re YS OCHY . OW mav he evid en t s h n 1· · C aract eozed by nondiog gr sheet flow· ti fi I fi r· .:\YC99UPR IS .L l. . ----1ere ore t 1eol owmg oro y151905 apotv· Residemial structures· All new c . · . . ih; lowest Oort <including basem~gs~~~:r'!J':~~~ht~:0~~8l ''~Pwxemems shall ha ve PS hish 63 th d h • . rn es a rncent vrade at least dcnth numb e~ iS?r:ecrai:ter soec,Oed )Q feet 90 th e FIBM Cat least two feet (')) if PO --.w coostruc1,on and substamial imn rovements sha ll · on-residw nial stru ctµres· All ne · 0 resis1~red or?f?ssionn l engineer or nrchitcct shal l submit n certification to the Elondnlam Admmtstrator that the smndnrds of this Subsection are satisfied. ·-- Within Zones AH or AO ndcoua•· d · 1 ~ · -----~-.. £rmnn ge aaus around structures on sloucs sl'lllw. togrnde Oood wafers around and awav from nroooscd structures ~: lJndr,iroatsd floc·t»:m Until 3 reguJatAD' Oood wav is desivuated it must he d . th! propo sed deye lopmep1 when combjged wjth an otl~:0u51 rated thm th e cymy lapye effect or »'ill not mcrease the water surfa ce eleyatjon of the base 0r;rnuu• uu d anpcmatcd deyelopmep1 wit lun the C11v before aov new co nstru 1-h . .1 more than one foot Cl} at anv notnt · . C 190 SU stanu al 1mprnveme t h d mc lu d1ng fill is nconitied within l&nes A 1 30 d A Ens or mereveloomem. an A as shown on the FIRM ~: DcYelon mrnt in f loodwa ys Locat ed within areas of Joecial fl ood I d ~ hr · · designa ted PS QoodwnYS Since the flQ~af,L ~~101shcd ID Suhsectmn 16:4·., A EMC ore areas 9( floodWDISiCS that corrv debris 1 • or JS R!l c~trcme )y hnznrdous nrcn due to lh c vclocitY . . ...... -----~-~ PP SPll9 PTPICCtiles and ero!;ion not · l h fi oro v1s1ous sha ll noo lv t<Lllllhlic facilities or utilitie s on lv;entta teollow1ng A. Prohibit encroachments inGludinR fill O . ~ . . ot her develonmem unless it ho s h dew cons1ruct1on ?Uhs tom,n l 101orovcmcnts._nnd analvses ocrfonned bv a re@istcredecn lmpoS\rted 'through hvdrolomc and hvdrnulic en&iu"rin@ 2rnctice thm th e prgt) 3ro essm1a envmeer in accorda1,1ce with standard flood levels during the occurrence o0lfhe ~:;:0s~~r;!::~ not result m BOY increase in 13 ll. If sub··· · · bove is sa t is li ed , ?llmiw cons trns.tion nod substnnti"i in·n roYClll>,lllub all ~ ruilicable Oood lrnzard;:rductiou_mfil'is ions of thi s Scc 1i on 1. IheJ':.lorul ol ain Adm in is1tator shnlLm:un ;1unolkntion j1ub.una w1t:µ1l!ru:.c described wi tlti.nJhinv (30) driys from o:c!: · · 2.Jhe.Jl goli ca1 iou. ~ !\linimum f lo odpro ofinu Cri tcri11 All new c,w1£1mc1jon gud...,11\illm11inlin11w ~mcut &J![11rnw · · · · A4AE on th e FIRM tlli!t do not ha re thY lowest Ooor in au.cndanuuilit'Lond sa nMD' f¾ilit iQ-ib~i! Ir " · e • the s1rnc1urc is wntenit!ht wiih wa ll s sui' u · · · with s1rus,1urnl,£om11oncnts haying the,,ca .. w..-;llli~· ..... ~._ ........ ~~-~..,,,.~==:"!J.l= lo.nds.and eJicm of huoy1111cy Th dlQSld g)ni1 i.:sis1 JJ.mruion and latcrnli n~v 1.·mc1 1 ln s1nll :11i • J . Rcin fo rc<.·m1.:111 (\f' wnll s lO n:s ist waicr prt::,;!<.un.:s, • 4. --== ====--· ~ cd uc1,.: $t:1,.•p:1gl.' oJ w:it1,.•r th ro ugh 7. ~-~C.)K .. and r~1U ;1cl'll1Clll ~lt llllill) h1\ag1,.• :-.. ~~l1,.•1~1 s :-hall be: <.h.·:-.1 .1:;ncd \, m11111111A' <.H' d111 1111~ic 1nfiltrnl1011 (lf l1t,0<lw;n~·r~ 111t~1 th1,.• ,y:-;cm, and d1-.chnr.1;1,.• from 1hc ")'tcnb 11110 the j]1,.,c,<b,:11cr'.'., 1). P11n1pmg f:1t.;j ]J11c , fo r wbs uifuc dr,n11;1~c $)':-tcm, f'o r bu ddi ng$ IC\ n:J i1.·, ,.. c.~tc.:mal fo uncla tJoJl wnll ;md J,n::i..1;1111.:11 1 11 0 pr1,.•~:,;urcs , IQ. C'on s1 n1cti QLUO r1,.•sist niptur1,.• or co llap r,;1,.• c:ws1,.:cl by wa1cr prc ·s urc \rJfom m~ <kbri s.. l: • • ~. · 1ctc il 1nnrc_s1dcn11al ~tru · urc 1sjmc11dcd 11,. he mndc \\:l\CJ1iglll bckm the bnsc llood level. l. :\ ·d prot'i.:~s1on.i l l.!llg t.''"-:1 · 1n1clUrnl clc:,1gn, s "• i\nd _pJnns for the c011stnic1io 1h-, id Jll ~'(lJ)SITTICIIC'lll :ire IILilCCl\rdnm:c \\ It . [ 111cctillb 1hc :1p plicahk pro, isi011s of Sccticm I 6-4--dp l:1i11 Dc \'cl 0p111 1.·ni 1•cnrn1 ," 16-4-1': lln.o.dnlnin lli s1ri r 1 \n1 r•t~ Th e b0unclarics of the: EloNln.lnin Di!-itm:1 :-1 a be subJCC I() pcnCld1c rc~1cw and :,;hall b1..· nmcnckdJn the mn t • pJ 1 ··( eel ht.Jaw, to 1.: nfonn to :I!!)' r1.·, L,'-c d, co1Tcc11:d or add iti t.111:il b)·clrolog ic.il da1a <n'nilabk from l·cch.·rn~ Stntc or ,--gi<._,nnl agcnc1c, OJ frQ m n t·c,nsu lting cu~incc r rctninccl by the City . I 6-4-11 : S..ulli.li r ision Pints \. ,\l\ ~ubd1,i ~i\1n pr111w~a1~ 1nduding the pl ac1.·1ncn 1 .._,r manufoc1url'd hol\lL' parks .iml ;,,uhd1\ 1-.i<1 n:-:-h:ill hL: dc:-tgnl'd to nun1m1,c Jll1f\d dam.tgL· B \II -.uhd1\ 1s1Pll pr11p 1,.1:-;-d, 1111.:ludin~ the pl:i cc.:mL'll l t'f m;umfol'Hin:d lh 1111i.: p:11-l..s and -.uhd1,hll'II:-. shall h;1,t pubilr ut1l1t1l':-. and fol'1 J111l':. srn:h :1:-. -.L.'\\1-.T, g,1,1 L.'h:ctric:il, .md \\:IIL.'r • ") "11.'lll'> h11.'.ali..:d .,nd c,111:-.:rn1.·H:d Il l 111111i111111,• n\l11d d:1ma~1.· • L' .. \II :-uhd1,1!-ton pn1p<1 :-al:-111dud111g the pla1..·cml'lll 1Jf manufacwn:d hLimc JKirl...:-and su hd1, 1,111ns :.11;1\I h:n 1..: adequ:11c dra 111ag1.· pri,,1, 1di.:d ln re.lure L':..posurc.· IL\ tl<,,ld d:un:,gc . I>. Base ll(l,1d dL',:1t11 1n da1a :-.hall he.· pni, alc<I li.1 r suhd 1, 1:-.ion propl1-..il :-:rn d 01h1.·r pro p<i:-cd de, c.:lop1111.·111!-mdudiog the pla c1.·ml'!ll ,,r 111a nu fo1:1url'd h:._i mc park, ,nu l ,uhd1, 1sions 1ha1 l'(l!llillll :u ka,, nn: l50) lot--01 ti,c t5) :Jl'l'C ~, \\ l11d1c,c r IS ks ... H>+I.J : ~ll)a~g .cab awl.Du:ia=. <,~·111T1tl. I h1.· l'l,11u1111g C11mm1:-.s11..1n :-hall hl.',lf ,111d dl·i.:1d 1.: appi..::11, and r1.·qm·,1, 1:,r ,anam.-c:-. 1h1m thl' n.:q1111c11w11t-. 111 tlu-. Chapti..:1 \ppl-;tl :-. .i n,1 tl11l1dpl.11n \,ffl ,t lli.:I.' 11.'lJUL':-I:-. -.h;1il h1..· p1,1\·1,.•-.,1.·d pu1-.u.111t lt1 1h1.· gr111..-r;11 /lllllllg ,tppc.1\-. and , iln:m1;c:-. r1.·quircm1.·111 -. t'I I h-~-1 ~ I \IC , "\pp1.•;il-." illld 16-2 -111 I \l l', "\';ma111.:cs", 1\·:-.p1.·t.:ll\\'l) I hl1-.1.· .1~111.·\1.·d b) 1h1: tin.ii ~ki.:1s11111 \1f the.· ( 1mmi-...,1P11 may app1.·al ,ud1 dlTl'>Hlll h~ apprn pria tc.· le.ga l :K·ti1111 tn a c1,urt L'f r1.· ·n rd h i, 111g Jun:-d1L'.ll\111 , ·u(.;h :t)l lK'al ~hall hl· lilcd nn 111,1r1.· 1h:m thll1) {,'\O) day:,, 1'11.,1111 thL· \ 11. if 1h1,.• (.\111m11-.s1l11)·:,, lin,1 1 dc,:1,11111 . B. . 1,,,,,·0/, I he.· (',,11 11111,-.i n ,hall h1.·ar and <k..:1ck appeal-. \llll) \\ hc11 11 ,,. n\lc.:~cd the.Tc i:-an 1.·rror 111 <Ill) r1.•qu111.·111c11t, dci.:1:-1011, <'l dc1 cnm11:i1 um mad1: h~ the :-lond pl :1111 :\dnuni;,,l1,1\l1r 111 thl' cn f1,,,rr1.·111c111 Pr adm1111:-.llill111n 11fth i~ ... ·1i.1p!c1 15 J.. w..Jlonlicnnt to whom a vntinnce is wnted to build the lowes t Oom elevntion below th;..hase flood elevation shall be civeo written n21ice that the cos t of flood insurance will he commensurate with the increased risk rcsuW og from the reduced lowest floor w:lll.iwl. z.. Variances mav be issued for the reconstruction rehabilitation or res12ratioo of stru ctures listed on the Nntioonl Register of Histori c Places or th e c;:1nrc ln vento rv of Historic Places without re ga rd to the nrocedurcs set foah in the remainder of this Section J.. Variances mav be issued for new construction and substan tial imorovements to pe erected on a lot of one-half acre or less in size comiguous to nod surrounded bv lots wuh ex istin g structures constructed below the base flood leve l nmvidinc the relevant items I -IO in Subsection I 6:4-6CB1<2lfol qf thi s Chaoter ha ve been fullv considered As the lot size increaRes bcvood the one-half acre the technisal iu st ification required for issuing the variance increases :1. Variances sha ll not ; issued wi thin anv designated Ooodwov if aov increase in flood levels during the b1 ,.., flood discharge would reSWL ii. Varinnces mav be issued for th e renair or rehabilitation of historic stru ctures unon o detePPination 1hm the omnosed renair or rehobilitntion wi ll not nreclude the stru cture's continued designation as a historic structure and the variance is the minimum necessazy to mcseoie the historic character and desigp of the structure ~ In nassiug uoon a Floodrili1in Variance aonlicmion th e Commission shn ll consideuill technical evaluations all relevant factors and standards snecified in other sections of ~ z. Criteria for Considerin g a Flood nlain Variance The Commission sha ll L'Iant a Floodoloin Variance onlv unon a showin g of sood and sufficient cause and detcaninmion that· The variance is the minimum necessary considering the flood hazaal 1---10 .. affurd LWI; h. Fni!ure to ernnt the Floodolain Va rian ce would re sult in cxccnti onal hnr.d shio tAJhc 11aolka111;..and The graming of a FloodoJain Variance will not re~uh in increased Good heishls. ndditionn l thrents to oublic safctv extrnordinorv uub!ic cxnense creme nuisances. cause fraud on or victimization of the nublic or conOict witlu;xistins loco! laws Uoon considera ti on of the above ond the iment of this Chomer the Commission mav attach such conditions to the Granting of vPriances as it deems necessazy to further the oumose and obiectives of this Ch@ru.t(. 16 • • • • • greater chance of Qoodi n ? almn ~rnhin the Ci1v o Paw flqod· A ~ . -g IP anv men year -r Englewood sub ject ~ ~ :•-211o1e~n~CiJlr.sce.llOl..l LCI Ll %~} &JIWW"-~.ll.liilll:.~lllll.il..w:.~..ceiwl.illLllllV c mnce of hems eaunled Baremer,r A -or exceeded m any n t area of a bmldms havmg us Ooo Pereteuwem A ' Sub-gracte Chclow Jimjted 12 hmld PY ll)llll;m•de change= groµ nd level} 0 u oil sides d ri ll" •·· mgs gr othe -mroyed nnd ·---mg gpcratjgns or stomg~ stpictu_res mjnjng drcdgi unuppmycd rea l estate in 1 . 9 egmpmem or m · ng @11u:sradi ne • • udmg but nru E{eratetl Qifi(dir,r· . • __ atena Js ···-payrn g excayati ""'"' ''"' "'"' .l::' '"'"'"' ®-• - f.9lllm ye ground le yeJ by foundaffo~b!~}~e~i' hujldjng whjch ha s its I -' ""'"""" -, "" 'lo/'"" "'"'"''®' ' ,.. "''"" • ..w..u..ch the "start of JU JllC oumoses of . . Jnnua 1 --cgnstm cpgn" -dcterrmmng 11 . ·Ii CY I 975 for flRM cgmmcnccd heliood msurnnce r • oonrnl or comolet . . CA} Ibs oyerQo . e mundapon or w of nil and or tidal .... __ watern and/or 17 CB> The unusual and,raoid accumu lation or runoff of surface wnren from aux source flqed Damage teu:ruia/· The suscentibiliiY of a speciGc land use ?I a.naniculnr locati® .w damage bv flooding and the ootcntial of rhe snec ifi c land use 19 increase off·site flooding or flood related damages., flqod Frirwe Acew That Portion of the flood hozw:sl~1side of th e floodwav based on 1hc total area inundated during 1be resulatorv bfl§e Ooo,i nlu s 1wemx-five Percem C'5%l of 1be regulatorv base fl ood discharge, flqod Hwocd Area· The Ooodnloin consisting of the Ooodwav and 1he Oood fdnse area flqod /nsumnce Rare Man fft, & · The JlUicial man on which 1be Federal InsumnGt Admiuistmtion has delineated both the areas of soecin l flood hazards and th e risk memium zones ;mnlicable to the Citx of Englewood flqad lnwmn ce Swdv· The official reoort nrovidrrl hx the Federal Insurance Administration that includes flood Profiles the flood boundnrv-floodwav man and the water surface elevation of thebase flood Ffuod Prnfite · A srnoh or longitudinal Profil e showin g the relationshio of the wnter surface elevation ofa flood evem t71 toca tion along a stNam or dver flqq<{ PrqfeClion Eiitraciorr An elevation one foot CD above the elevation of "O<l<ld ornfile11 of the 100 -vear Oood under existing channel and Ooodnlain cond itions It is one foot Cll above the elevatiouJlLthe Oood for the Floodolain District as shvwn on the Official Zoning Man in the office of the Comm unitv Dcveloome nt DePAOment £ki4<ln{oin · The relotivelv Oat or lowland area ad ioining a river stream waterr,ourse laks..ot other bodv of stand ing water which hos been or mav be covered ~..lrL..~ -~ admin.istrative numoses the fl ood ulein max be defined as the n~~·owsl be inundat;cl bx the "siandard Pmi ect fl ood" (Corns ofEn Wn ecrs l or the '1maximum vohahle flood" Flaodnlain Pi)-CCict· Thal oortion of the Ooodolain sub iec1 m inundationh.th • 100-vear QoQd. Its width is de1ennin ed bx the I 00-vear fl ood hs lenRJh or reach is detenniL,Jd 12v.naturn l bounds such as a lake or bv oolitic~nl hounds This >iaua ls the intemwdiate ret:ionnl Qood as defined bv the Cams of Eogillwi.. Flqodnlain Manneemeuc· Die ooeration , Llut~Pfttm of corrective and nreven1ivt measures for reducin g flood damnse includmg bU1..11S2Llimi'ed to emcrgencv oreonredncss 12liu.u, flnod contrnl works and floodnloin ~ FJqq@romLJlrea· Anx land an;a,~ible to beingirundatcd hv water frmn nnv source <see definiti on of Qooding), F="/ooderoofiur · Anv comb ina1i on of structural a~ nonstmctural additions chan ges or adiustments to stm ctures Primari1\0or the reduction or elimination of flood domnsc to lnnds water and sanitnQ' facilities strnctures and 1bcir coi~ 18 • • • • EJ.!!mimu:.;.. The channel o1.n.'"iver or mbcu·atcrCQuas:.,aruL.nd11c.cnL1ancLareos that rn 1s1 ab£ · ·'iSLin.o.rdcr to di s.cban;uhc base Good witlwu\ cuwulrui.rslY increosin c: the wmcr smfac,c · 11-mrncJhalJJlllc (qot OL /liJ;fle,, ,u/ip cew Gmr(e;J .hiltllcsum111rnLJ:J..,·atiJllu1LthLJ:round surface m;i QL\ll •~~Q1111ex1 10 the qronosea walls of o stnicui tc • . \J Limd.i.nfuidunUyJJLthe Nmionnl Register g , cm of 1m,riorl or 11wlilniunril in 1 th e reauitc n1sauWLindM till Cert ified or ~rib:,,,..dcte . , · · . s ~g to the hi storicil ui ;i difilil;uJI.clinllllillilY~ll,;i! st (!.] (l)J (L) (1) 1 1hc i.:crctary of lh l' Inu:ri o J/amifanu,vd · trnn!-ip◊11abk in t..HlC ,x tlKltC i' pc.:1111a11cn1 ch 1.:\l ti.1r UM: \\ilh \1J \\ithout :t 'll , oJmcc tcd 10 uulitLc . U1i.· tr.:nn "m:umf:u.:l\ln.:d _ n "n:i:n:a11(1nal \ ,)la111t}i1<'lll ffil /;fmJJ f ear~ or 11hd1,1\i!.t.. ·\ p illl'l,.'J ((1l COJl\ll:,\1 111' Pi n;c ~ two r nmn: maintibl.'tuo:d h<.1J1 • \01 :dlir r1;11t ~)J s:ilc~ 19 lll.aulifr1C1Wl!d HJ2111~1rk ar 5ubt/iriuau,Ncu.. Men ns a mruu1fucwred homL 1wt.Lru \ · 'ision for which 1h.wQlls.trnction · · · · · · · · nai W-D&U11:.cd.J101llesare to he affu.c.dJ · n 1;QJ1s,1n1c1ion or ,1 ,em.and.cilhcu~ .... -,,,_,_,,,.._."""'....,., illl.fil.afler th £ effccJjvc dnJc Qf Ocmdp lrtin 11 Natiuual F/oud ,lnsitJWICl' Prarr<WLaEll?J,.;,,,,,A~ ·· ·rnnwh 11 wmthor izes the sale of fod.wllv su bsi di zed Uood.ins.urance in m,oicin.ruiu nuni ic-. , innicular site c Ne11 · Co11st1·11ctiuu ; 1:or the..m1 roos.c..of.d£LC □nini 111UllS.UCll11c.uru£liJ.\J 11~ ljyc da li;,,!lLluLiniti, ' RM or il eLDci:cmher SI11[J.Jd Cium . 111i:i l was Jsimcd1 ....,,,,,._..w,,....,""' 1 0 aclditi Q.!1 1,l ac ·mi.:1 pccmll dr11c . Jthc the fo:-1 pl.11.cmcnt llf 12_cnnnn~n · · strucwrc: lll a :-.Ill", si1ch a:-th~ 1wurin.1; of sla b bo in •s th e · £On-.m11;1l\ltl ol ro lum -. an) ~ 0 1.k b yt1n 1na1m1·nrtu n .. ·d ho1 sucl1 a:-ck · walkway " • • ·rnic(l(n•, ..;\ wa ll cc illld wofcd buil di11.1;, im.:luclin~ .i git:i Vt liqu id 1r;1~\! ilt1k_th:\IJ~ prmci 1a y • ;ibosc .:;tmHtsi, ns wc lla · mrnfo c1mccl h11mc . 2 0 • • • ~sramial Damage· Damage of anx ociWn susrnined bv a strucmrc wherebv ths ~ restoring th e strncture 10 its before damu·cd condition wou ld eoual or exceed 50 Percent C50%l of the market value of the strJcture before th e damage occurrW. Srtbrwucia/ Imuroveumnt · Anv reconstmcrion rebabilitat mn addition or mher imorovement vf u structure the cost of which eouals or exceeds 50 oeI\.,nt C50 %l of the market value of the strucwre before "stan of construction11 of the imnmven,xm Ibis includes structures which have iucuP'ed "substantial damove" resa .. dless of the actual reoair work uerforrned The teOD does not however include either Lal Anv nroiect for imorovernem of a structure to correct existins violations of S1ate ~Lh.£illlll. ianitao' or snfetv code snecifications which have been identified bx the ..-,cal ct:dc enforcement official and which are the minimum necessary widitions or LW Anv alteration of a 11 bis1Pric s1ructure11 Provided that the alteration wm not oreclude the stmcture's continued dcsim10ti2n os a "hist oric structure " Viotnrm 11 The failure nfa strncture or mher develooment to beJvllv ;omPliant with the Ci tv 's floodnlain rem1lnt i20s A structure or mher devel<'··ment withOUWke eleva tion cen ifi cate other ceaificntions or other evidence of comn li ancwauired in NFIP Standards Sections 60 3£b}C5l, Cill!l tc}(JO} CdlQ\..i~l/2} te}(4} or C•'CS}.as .wended is presumed IP be iu YiP l•Ji 0u umil ~uc!L time as that documentu 1iwl..ww2~ Water Surface Elemcien · The heisht...iiurlation to the National American Yeo ica l Patum CNAYDl of ; 988 for other datum where §Decifiedl of Ooods of various mnf!Illllldes and fr.eouencies in the Ooodolain Wmercourse· A channel natural denression sloush anificial channel gulch arrovo stream creek oond reseryoir or lake in which storm runoff and Ooodwatcr flows S'itb er regularlv or infrcaucntlv This includes maior drainagewa,s for cnrrvin& urban stom1 nmoff. Section 2. Th e Ci ty Counci l of th e Ci ty of Ec~lewood, Co lorado hereby authorizes amending Title 16, Chap ter 11 , 5ec tion 2 -"Definition of Wo •·ds, Tc ,ms , and Phrases" of the Eng lewood Municipal Code 2000 by insert ing in alphab e.tica! urder; the foll owing defin iti on s: [Edi1or"s nme : 11iese definitions arc inscncd or deleted from thi s sec tion in nlphabe tica l order . the re1t1aining definitions in thi s sec ti on nre not affected and arc not included .] 16-11 -2: Defi~itioo of Words. Terms, ond Phrn scs. ~f&,,eei<i/ ,C:/eed Hs,mvl! The land in 1he Reeel pl ein .. •i1 hin !he Gi l) ef long le1, ea EI 1h01 is 6111,j<lat 10 • en• 1,0,eeal (l!q er,...,., ehanee ef AaeEling ii RH) gi ~ Basement: An area below the ri l",t floor, having part, bu t no more than one,half (1 /2) of its hei ght above grade . "1d wi th a floor :o ceiling height of not less th an seve n feet (7'). Thi s tenn shall no t include "garden '.-:vet'' . Baxem,wr Cfor floodplain numoses)· See I 6:4 -1 I EMC· El oodlllain Definitions G:iJiea.1 P'ea.'H, e . .A.fl integFB! &00 Feedil~ identifinl:lle pAFI ef e Aood preteeti on s~•stem, witk oYt "''ten-ffle-Alltl!l p,e1ee1ie11 ~•• ·ided lay 1he eRliFe S)'Slem 0 •e ald lae eump,eR>ised. Development : Any man-made cha nge to improved or unimpro ved real es tate , including the construction , reco nstru ct ion, conversion, stn1 ctural alterati on, relocation, or en]argement of any structure ; any mining, excava ti on, hmdfill , or land di sturbance ; and any use or ex tension of the use ofland. Pevelonment Cfor floodolaiu ournoses)· see 16:4 -16 EMC· Eloodolain Definitions Manufncrm:et/ Home Park oc S,1bdi1 •ifiou Exiuin& !for Ooodnlain numoses)· See 16-4-16EMC · Eloodolain Definitions E.1'/U1,11;is,, UJ s" E.d!ifit,g Ma,1ufa e11t ed ,'16 ,.e Pad:. The 13Feparati01: ef additional IHOHYHletuFed home s13aees BF the eons tAleti on ef HloHities feF seP ieing the meeyfftontFed home sp eee OH hie! ,.fle meH1::1feetl!F@El hoFHes eFe te l:le efHneEI , inelYdieg the inste:letion of utilities , Haal site gf'Bdieg OF poYFiAg of oonerete paJs or tke oo ns1rue1ion of stf-eelS: ,"laa d, &,,e. The Ae ed he ing a 01 e pe,eeRI (1%) ekanee ef laeing •~••led e, eneeeded iR eR) ~ F.fesd a, nuge ,'2.s,1e,11it1.': The sYsoe131ihili1y of a s13eeifio lanEI Yse et a paAioY lar looetion to da1118ge la ) AeediRg , ond 1he pe1oa1iol af 11 e spe8 iHe lend ase 10 iae,ease eff si le Ae edi•g e, Aeed ,eleiod de.,eges. F/ea,I , ,r::,-;,,ge ·1-e,: l11a1 penien ef ll,e Aeea h8ae,d a,ea eaisid e ef 1he Aeed• 8) laosed en the 18181 e,ea i11a11 de1ed daFing 1he ,eg•lalef)· laase Ae ed pla s I enl) A ·e pe,eenl (2$1~) e f 1he ,egaleleF) ba se Aeed di,eher-ge . .£'-ss.'i fWa,d ,1 ·e ,: Th8 Ao ed plein 001 sisting ofth8 Aood ·a) aed 1he Aoed fFinge BFea . ,12!8Bff .r-.~,.(.; ,,J fJ85ign £Je m,'e,,: The highes1 eleuation , enpFe sse d in fe et aha e sea le ·el , of the le •el er Aeed •01eFS 1h01 deliRee1e s the Aeed lfinge e,ee. F.J.ae.i I 1,!m,·,111ee Rme Mtj~ (F fPH1: The offiei ol rnap di\ ·hie h the i;ed eral lnsYFAHee i\d1niltis1Fa1io1. has delieearnd i:loth the OFeas ofst-teeiel Aeed he20Fd s enel the Fis !· pnm•1iYm ~11es ep~lieela le 10 the Gil)' ef E•gle •eed . t:'!99,I 11 151 -a 1ee S:•r -~: The offie ial Fep on pre••ieled ldy the re~t."ffH-+RSt:1Fanee AdministFetion that iR elad e, Aeed pF01l l,s, 1he Aee d beand aF) Aeed ny map , and 1he •a ier sa,A>ee eleuo1ie 11 ef Ike ~ Fl-e arl OF 'i''aa dirtg : A general and tempoFa F) eendi1ien of paniel e eomplete inumlatioH of neAnolly df)' lend e,ee s !fem : ( •) Thee ·e,Ae., s f i1de11d er 1idal eleFS, end,ler ~he YRHSYel 011d rapi d aeot1mt1 la1i on BF A,moffofsYFliloe at@i l fFom BH~• SBYFee . ,Ji'l00dptai,1. TI1e rehni •ely Aat OF lo,..!and flFea odjoiniHg o Fi eF, stFertm, RteroouFse , lahe. OF ellm bed)' ef s10 11di11g .. ale, , .. 1,iel, ho s lae en AF •••l be ee •ernd 1empeF0Fily lay Aeed •oleF. ~., 22 • • • • • • edmi11is1m1i ·e pllflleses, the Aeeilplei11 mei· 1,e aelinea es 1he eree tl,01 ·eala be ia••• lleB-e)' 11,e "S1 &11aa,d p,ejeet Aeetl " (Ge,ps ef eRgineers) a, the "ma.,i,.,.,,. p,ebabl, Aeea". "'•alif,,'si11 g;,,,,;e,: Tka1 peFlien ef tile AeeaplaiR sabjeet 10 intlllaa1ien bi tke JQQ yea, !lees. Its iath is aeteFlfliRea 8) tke IQQ )OBJ Aeea . Its lengtl, """""" is aeteffflinea 8)' •• , .... 11,ew,as sae l, es a lel,e , a, by pelitieel a, leg al 8eanas. This eqaels the inleAneaiete FOgienal Aeea •• aelinea 8)' d,e Ge,ps ef engineOFS . P,'sati P ojile : A gmph a, le Hgitu ainal p,eAle shewing the ,ela1ien shi p ef 1ke ate, su,r.ee ~, efs Aeod e BRl to leeotieH eloeg e s1reen, er ri er. ~-...·ee#o" EJ.e,a.'io,,. An ele •etion eee (l) feet oho"e die ele 11etion ef 11 Ae od pre Hie" ef 1he JQQ i•eer Aeetl ·rnaer e11istin g eh11F,>el """ Aeeaplei• eeaaitiens . It is••• (I) fee t 080¥<>-!he ale atiee ef the Aeea re, Ike rleeaploin Eli slFie l ., she 'fl 811 the Oflleiel 68RiRg Map iH tke efllee efthe Gemmueit)' Ele elepme et ElepaF1rnen1 . ,q,-a,I, Regi,ifJ1a,, s .... A Aeea ko ·ieg e eee pereent (l l'l eh&11ee ef8eieg equol,a er ,.,e eoded Ml &A) gi oe ) ear. lc''oo,I S•-.ge : The heiglH er ele ·etion ef a Aeo d as refeFFed ta seltle datum . ll is else eBHlfllBA:I) used to refer te li\e ele eti ee et .,,h iel\ e streo1:e ·ill E' ·eFtep i1s ROFftlel stage hEHllffi . F.'-oB ..'i~ sefi ,g . "ll) eem8inetien of slR:IBltuel eml HBRSIRIBIH:FOI additions , ehanger .---&F edju stmeets to prepenies &Ad stmel:\i:fe s, primarily fer tho reduetioH or elinHaation of · .tftEI elemege 10 lonels , v•oter, end sftftiHH) faoilities , s~A::lOH:lfes. &Rel een teat s efBt:1ildi~gs . Fl oeti 'tlj: The eheru1el of e ri ·er er 01her • •etereow:so onel eeljaeent lenel ereos 1hat fnust l:11:1 reseP Bd in oreler rn disehftfge t.he Base Aood v1ili1ot:1t eui"fl:1:ile1i el) inereesiag the • ·a1er surfeee ele,ation moFO than one (I) feet. Ga rde n I eve )· /\n area below the first fl oor havinv at le?st one-half (II') of it s heisht above ~ Hi storic 811ildi11g: A building or stru cture de signated by Co unci l, th at is wo rthy of rehab ilit ati on. restoration , and preserva tion because of it s cu ltural , architec tural and/or hi storica l significance 10 th e Cit y. Histaric Smtcwre (for Flood Pln in ournoses >· See I 6:4-16 EMC· Floodol nin Definiliom. ba u e5r Ffau,. Tite lo• •est Aoor of~ho lowe st eRel os ed 0:r en (inoludiHg br ae1nent). An 1:1,nfinisheel or A ad res iste, t eRo losure , wsa81e so le!) Klr perlidHg of ·ehiele s, Building eeeess , or storage , ia fn~ area e ~her thane bese1Hent eree, is HOI 00 1tsid0r0d a lmilding's lo ue sl Aoer, pre ieled ~Itel suelt enele sure is net built se os 10 ,en~OF !he st ruetu,e in »ielation ef tile •~1i li eable nen ele»atien de Jign Feetwir211ten1 s of thi s Title . Marwlizctuwi Heme Cfo r floodol nin oumoses )· See 16:4-16 EMr Eloodn lnin PcGo iti ons Manufactured ttau,e Park ar Subdin·,·io n tristin v· (for Floodolain numoses)· See 19-4-16 EM C· Flood ol ai n De finiti ons 23 Me•,1 Sec, be, e'. !'or p•Fposes of tl,o Metioeol l'lo oe i,,s,1Foeoo PFOgt'ftffi, tllo ~lotioHo l Ge eeotio • \loAi eo l EloNm E!'IGVE>) ef 19~9 a, 01110, eot1tm , te "hi el, ~•" Ae ee elo ·etioos she •n en e eemmHeify'a ¥le eel Hl SYFBAOe Rate Mep ere referen ee1t ."sr's ua! F,'6ad I is, ra,,ee P sg ·a 11. A i;'e1forel pr ogt=sm lhet eYthori~e s the sale of fedeFall~• sub sidiied Ao ed ins uraHee ia eomR1Y:Rilies , ·here sueh Ao od ie suranee is HOI o ai leBle pri etel~•. >'a.i,.,·a ! [). ai,wge Pfsw: Tim paHl!Al of surfaee amt stoml water Elminage ffom a paRieY la.r si1e 8efere the eons u1te ti oF1 er ins1nllet1~n of in11=1re @fflBRt S er pri or to eny regFBding . New Co11stt11ctio11 : Structures f~: w:Uch th e "sta rt of co nst ructi on" co mm enced on or after the effecti ve date of thi s Tit le. New Ceascrnctien (for flqqdq/ain aurnored · See l 6-4 · I EMC· Floodn lain Definitions. Recrea tional Ve hicle: A vchic uldr-:ype, portab le stru c:ure witho ut penna,,ent founda ti on , which can be towed, hauled or driven and primaril y designed as te mporary living acco mmodati on fo r rc r..:1· .. .a ti onal, ca mping and trave l use and in cludin g, but nol limit ed to, trave l tra il ers , truck ca .n~ers , camp ing trailers , and sel f-prope!led motor homes . ~,:Jaciouol Vehicle (for Ooodnlain nurno ses)· See 16-4-16 EMC · Floodolain Definiti ons ~mu.rure: Anythi ng constructed or erected th at requires location upon or under the gro und or attacl,'!d to so mething ha vin g location upon or under th e ground . S1111C tutc.l r, .. 0 oodola il, , 1m9 scs)· See I 6:4-I 6 EMC · Floodnloin Definitions Subrcamiol Damage (for Ooodolain ournoses)· See I 6-4 -1 6 EMC-Flnodolain PsG oiti ons Subrwr,aut Imm·avem ent (for floodolain oumoses)· See I 6-4 -1 6 EMC· Floodo lain Pefit1iti,o,us. Th,,/., eg. Tho lino ef tho fasio st Aew ale ng lhe ee •FSo ef e ,i e,. This "'""II) e,essos and reoress es tl:\e stream eha 11u el. Vio latio 11 : Genera ll y, th e fail ure of a la nd use, building, structure , or oth er devel opment to be fu ll y compli ant with this Title's req uiremen ts. Speo,Aee ll i•, le, l'"'I'"'"' efCho1ne, JG •I EH C (l'l eed plein O ••Fi•l' Eli s1Fiat), "><i0le1i 0H" mean s ~fa land use , lmild ing, SlRJ elure , er e~Ae r deue le pme1u to be f•ill ) eom pliom id½ the 001,unidRi1y's Aoodp laiR monegemeHt ragt:tlelio1~s . /• SlFUaWre or other de ·el op meHt ·iLh eul the ~~nil-ieole , ether 0eFl iH ee 1iens, or ethe r e idenee of ee m1~li1mee reftuired in flo f:F IP S10na0,e s S.u1 i0Hs GGJE b)(S), (e)( 1), (e)(IQ), (e)(3). (e)(2), (e)(•I), a, (•l(S) i, pmamee 10 ho in "i olati on until sueR time es th at deeHmen1ati 011 is~ fuJWtiau ffm Ooodnloin oumoses)· See I 6:4 -1 6 EM C· Flood nloi n Definition s\ lf'tue,1 &11 :faoo E:.re HHiB11 . The heig-kt , in re lotio H 10 Lh e t>Jationol Geodeti o Dat1:1A~ ?JGHD) of 1929, (e , 0tl10F eet•m, Imo speeiAee) ef Aeees ef •o ,i e•s m0gni1 ae es 011d i'F•~••neios iH the lloea~l •i ns ef eees 10I e, Fi><o,i-. 2 4 • • • • • II' • ,. · , · .' ehannel. na1u,al "'I'"'· ,a,,. ~M<ilieial ·lm,rnel. :Hie!,. ar, , ,. :1r,a1», ~R&.-re er e1F. er !Alie in hieh rnAH nm::off an I lh•ed a1er R? ·. ,mh er reguli~ ~e»t-½-~-Thb mclu,le . IHAJ0F Br 11111.:-C a:. ru C:c n=: iB .:-lirhan .lfH1tt-ftHtt4f l 'Clwn l. ~\11a chcd hereto nnd im.:o rpor:ui.:J hL'fC\11 b~ 1c fcn .. ·11 a arc: I. F\0od ln:-uram:c Stud~ .\r:1p alwi: Cnunty. C'olornck1 . :ind lncoqH1rntcd :\n::i s \\,J umc.s 1--t 2. Fl c,od lnsur:i•u:·: R;uc \l:lps (F IR~l) Index Sheets I :md ~- 3. Floo d Insurance R:uc ~laps (FIR~!) l'and, 01.J:!K. 01 .J3K. 01.J.J K. 0161 f°. 0 163K . 016.J K. 0-131 K. 0-13:!K. and 0-151 K. S :..:11n11 -t Snfrtv Clau:-.cs . rhc Cl\\ Couni.:1 1 ncn:ln limb.. dc1 crn 1i nc:,,, .ind dcd,1rc:. th.H tlw, 01Ji11::!•1c c 1s promulgated under the g~ncral pl1i11.:c.: ,w,~ er of th c C11~ \,f [nglcwood. that 11 i, pro mul g:ncd l'or the health. safety . nnd wdlarc: ot the puhlu.:. a11d tha t !lm UrJin.mcc is ncc t'ss:11~ f1.1r 1he 11rcs cr\:1t10n of ht.·ahh ,in d sa fety and ti.1r 1hc protecti on nf !mbhc ~om cmcncc and \\ dforc. rlu: C11y (\,unc1l 1Urthc1 dc 1cn11111cs th :11 1hc Ord111a111.·c h ;,r· ;1 ratio11:1l n:1.ithlll lll 1hc prnpcr lcg1sla11,·c ob1cc1 .;(,uglu to hi.' c,h1:1i1h.·~I. Sci.'.l1tlll 5. Scvcr:1h1\11,. l l°:111~ clau"c. scnt c1h.'.C p:iragr:tph. or p:in i.11 tins Urd111 :111ci.: nr the appll catiro n thcrcof lO an~ pcr:-.c111 r,r cin.:ums1 a1H.·c, ,hall for ;i n~ r1..·:isron hr.: :1dj udg cd h~ :i Cl'lirt (11' co111pctcn1 Jlfflsdict1n11 ill\ alid. sw.:h judgn11.:111 sh:dl not :1 ffcc1. 1111p;nr or Ill\ alida1c 1111.· rcma111Jcr til'thi!-< (>rdinancc llf its app\1cmirm 10 11\hcr pi.:rson:i m ci rcu1w,1a1 h.:co;; . S1,.•c 1H111 f1 . lm:,,11,1:-.11.·nt ()nlin .im:cs .. \II ,,t hcr ( )nhn,m-.:c~ nr \'l1 11i n1h 1hcn:Pf lll L'llll,i,1\.·111 ,,r c11nll• :ting" 11h 1hb Ord111;1111.:c ,11 ;111~ p,,:·11,111 h1,.•rl.'.o f :irl.'. hc1 ch~ n:pl.'.alcd h11 hc l.'.\tl.'.11 1 of :-.u1.·h 111c,,nsi~i..:ncy .1r c,mtlH.:1 S1.:c tinn 7. I .ffcct tif re 11..-;1\ nr 111lld1tical1 l!IJ I 111.· 1q1c;d ,11 n11 ,d 1lic :11w11 l,I' an ~ 1m 1\ 1:.1l1n llf 1hc C0dc i.,f 1hc Cit) i.lf Fngk·\\Oocl h~ 1h1 .., 01d111;111i.:c ,h,tll 11011dc.:a:-.I.'.. c x11 ng u1 ..,h. alter. 111od 1fy. i.'1 ch:ing1,.• 111 \\ lh,k \Jr 111 p;111 ;111 ~ pl.'.n,tl•~. ltl rl'c 1tun.:. l1r l1:1h1l 11 ~. c11hcr ..:1, 1l l1r l:r1m111;1I. \\ h1ch ,hall h.1,c ht.:1..·11 111cum.:d t!lltkr ,ui.:h pr,,, 1,11 1n .. md 1.·ad1 p1\1\ i...111n ,h.111 he 1rc;11cd :ind hdd a, '.--11 11 rcm.1 •ng :n t\,rcc i\1r 1hl.'. puqw,c:-. ,,r ,li...t.11111ng .111~ and all p1\1 pl.'.r :-tclllllb. ,u1h, p1t1i..'Cl.'.t.!111g:-. :in d p1t1:-t· ... ·u11l 1tis f11r 1hi.: i.:11 ,1r1.i.:111L·11 1 l'I the pcnalt~. for l'i.:1rnri.:. rn \i;1h1l11~. ,1:. \\di ·"' l ,1r lhl.'. plll")h'"t: 11f ..,,i...1.1111m~ ;111 ~ 1udcml.'.11t. i.lc..:n;c. 11r Pnkr \\ h id11..':t ll 11r 111;1~ be ri.:m ll.'.11.:d . l..'lll1..·r1..·d. l'I" 111.1,k 1r ,u..:11 .1d1,11i.... ,u1h. p1,, ... t._·d111:.:,. ,,1 p11 1 , .. ·,:ut. 11, '-lci..:11).'._ll \ l\·11,1:b_ I Ill' l'c11 ,d1~ 1111n 1,11,;1 ,,i '-11..·1."11,111 I I I I \\(' ,h;tll .,ppl~ 11 1 1..-;1d1 .md 1..·\ er~ \ 111la111111 , ,t th 1, l )rd1 11,111c1..· l1111,1duc1..\l. tl.'ad 111 full. .1mc nd c.:d .md 1a •,l'1 i ·•· 1111l.'mlnl 11 111,11 · ,1d 1n~ un 1h 1.: ..J1h d,1~ \d I k111hc1, 2.010 l'uhh,h1..·d In I Ilk a, an .uncmkd Bill 1t11 ,111 t )n\manl 111 i ii l·1•~ ·s 11I 1ic1a\ 111..'\\ ,!1apcr t•ll th~ X111 d,11 ,,r Octnhcr~ ~n 1 o . 'i tJ se.-,i fl p. ltf-~ f-, 1.,, +o ld-e,.. o,+-s:,J <a-.,,.-f--1-ke 6.\P.e. K o !L:l, ·N ""'e..e- ~o J<. +.,A J.DID · Pu blished ns an nmc nded Di ll for an Ordin :mce on th e Ci ty's oflic inl web itc bcgirming on the 6th • day of October. 2010 for 1hin y (30) days. Rend by title and pa ss ed on tinal rending on 1hc Ji;t day of'.'Jovember.1010 . Publi shecl by 1i 1\c in the Cit{s offici al n C\\ sp:.i per as Ordi n:mcc No.-#, Series of 10 10, on the 5th dn y of ~ovcmbcr. 20 I 0. Published by title on the Ci1y·s offici :1 1 we>~i1c bcgim~:ng 011 the 3rd da y of :--J ovcmber. 201 0 fort hin y (30) da ys. I. Lo ucris hi a A. Elli s. Ci ty Clerk of the City of Engkwood. Colorn~o. hereby cc nify that the abo\·c and forego in g is,9i 'fllC c1.,py of t he Ordinance pa sse d l\n finaJ,,rcycling :md publi shed by ""'"'""''"""'"""·''"""''"'" ~q / LC\l1c ris hia t\. Elli s v 26 • • • • • CO U CI L C OMM U NI CATIO N - Da te· Age nd a It e m: Subj ect: Octo ber 4 , 2010 11 aii A rr.e ndm ent to Title 16: Unified De, elopm ent Code rela ted IU Fl oodplain Reg ulatio ns Initiat ed Br : Staff So ur ce: Commun it\ D evelopm ent De partm ent Al an White. Dir cto, T rk ia Lan go n. Se ni or Plann er COU NCIL GOAL A D PR EV IOUS CO UNCI L ACT IO N Council conducted a s1ud~ sess io n o n th e to pic 0 1 fl oodplam reg ulat io ns on lu h 1 ::!. :w 10. and direc ted sta i1 10 p repa re T11lp 1 am en dments to coordinat e w ith Fede ral Em erge nC\ l\ \a11 age m e111 Ageno (FEf\\AI stan dards an d Uj)COm mg Flood Insur ance Rak· /\\ap 1FlR M ) am endments. PRE V IOUS PLANNI G CO M MI SSi O N ACTI ON O n lune 8, ~0 10, the Pl annin g a•1 cl Zon in g Commi~s 1on re,·ie,,ed and d1 sc u~se d the need ior ;u n endmenhi to 16---1 : Flvod r:ain O,erlrl \ Distri ct. Bas ed o n th FE 1\\A re quirem ent ior ad o p tio n oi pro posed ,1mt ndme nt ~ to mee t a rrnd-D ece mber e iiec ti, e da te 01 ne,, FIRfv\s io r the Cit \, the o mmiss 1on d1rec1ed st,m to brin g th e propm,ed am endi nenb direc tl\ lo p ubllL ht:,1rin g. The Pla nnir:~ and Zoning Co mm is si on co nd uc te d .1 Pub li c Hearin g on S.:>p temb e, R, ~(ll O to co nsider the propose d .,111 e11dme nts to Tit h:• 16: U111 11ed D e\elo pm en t Code (UDCt. o rn emb t:1rs 01 the pu bli c att e nded the publi c he ann g. Fo ll m, rn p. di sc uss ion the Co rn nm li 1on \ oted 8 to O (1 absent) to 1a m ard the pro posed amPndmen l"-10 Cil\ Cmmci1 wit h a ta\ ora bl fl ,cco11111,e nd ,lli on 1or ,1dopuon "1t h the 1oll m, mg re\ 1s1ons I . Re rn m e 16-4-/: ft~.c. 1n 11 ,; e nti re !\. r ,m l h--H o .. :; to l h-4-: B.~.L. rie,111ng num ber 11 .incl mc.l ucl e tl w \\O rd, ''1nch1 d1nµ 1t.~11tt's' ,1 11 , tl w \\ord h,irru~p., Remme 111 11.; t>ntue t, lh-4-8: D.4.d . .i:, 11 lh1s no 1h1ng to tlO \,1t h tht:> tloodpl,1111 . The abmt> rt>comme ndt:>d Com 11 11,...i o11 rL•\i,ion:,, art> 1nd uded in tl1e propose d ;11nen d111L•n ts ht'Hllt' Counul ,,s r ir st Reachn F, RECO MM EN D ED ACT I ON Reco mm~nda uo n 1ro111 th e ommurnt \ DP, elopment D cpMllllt'nt to adopt ,1 bill 1or an ord mance au th orizmg amendme nt s to T11l e 1 h: Unifi ed e-, elopme nt ode 01 th €' En~lewood I\ \u111e1p al Code, rPl,1 1ed h l 1h e rep eal 111 11c; enurel\ 0 1 I h--t Flood Pi,1111 Q\·erla\ D1stn c 1 c1 nd th E' e na<.1 111 e nt 01 I o-•L Floodpla111 Reg ula tions 111 11 , place . Stan al~1.) req ues ts tha t Cit ) Council ~c.hedult:> ,l publ1 l he,l~mg on 01..toht'1 18, ~0 10. BACKGRO UN D, A ALYS IS, A D ALTER AT IVES IDENT IFIED The Fede ral Em e rge ncv Manag eme nt Age nC\ IFEMA ) maps spe cial tl ood hazard area; across the Co un tr.. The ma ps are ca llPd Fl ood Insuran ce Ra te Maps (FIRM ! and are th e o ffi cial maps de sign atin g risk premium zones in a comrnunit\ r<v 11ood insuran ce ;J Urposes. Th e last major r \ision to FIR/\\ maps ior th e C11, 0 1 Engle" ood occurred in 19 45. j\ iort' th an tw o , ea rs ago , th e Co lorad o Wa ter Conser. a11on Bo ard (C l \/CB ). m partn e rshi p I\ ith FE ~ \A , be~an a projec t to updat e and digitize all FIRM s I Jr Arapahoe COlmt\. Th e p ro jec t is no" complete and FEMA plan s to adop t th e updat ed Co unt\ maps. I\ In ch in clude the Cih 01 Engl ewood, on December 1 ~. ~O 10. To reflect th e ne., FIRM;, rEMA is requirin g updates to FIR ~\ rete ren ces conta ined in the noodpla,n reg ulati ons relati ve to the ne\\ dig111,ed maps. In a-id1 1ion , the CI\ICB rev ie"ed 16--! Flood Plai n Over/a~, Dis trict and iou nd it defi cient 111 a num be r c,1 are as. The proposed amendment ,;; addre•,s the ide ntified issu es b\ prm iding ne\, o r upda ted mat erial to th e Co de 10 re111ain complia nt \\i th FCtv\A stan dards. Th e prop os ed amendme nts are also necessan. to mamtam Cil\ pa r11 ci pa11on in th e Na tivnal Fl od Insuran ce P nram·s (NFIP I Co mmLmih Rating Svs tem 1C RS 1. Th e Prog ram eva lua tes a comm un1h ·'s tl ood mn,ga ti o n po licies and fl ood regulati ons. Eng le\\ oo d 's ta \ or abl e ra tin g .1Hm, s ci ti zens\\ ith propert) wi thin th e fl oodpla111 to recei\ e approx1ma 1eh a ten percent I 1 ou"J re du ction m th eir fl ood in sura nce pr errnu ms. To remain compliant \\ll h CRS re quiremen ts the Prog ram requires amendme nts to th e UDC's 11 odpl.11n re gul atiom be ef1ecll\ e on th e da te the map s b~come e nectl\E: (Decemb e r 1;, 10101. Be sit1es upda ted re1e re nces to th e ne\\ cl1 ~1 tized FIR.f\ ,.., 1he proposed ame ndrn entc:, md ude: ~e\'1s10ns to l urre nt de 11 n111 ons. ,1dd 1t1 on 0 1 ne,\ de11nt1 10ns . .u1d de leti on 01 obso le te dl'lmiu ons. '\.£>\\ Hf\ \A re quire rn ent s 1or: Lo H'Sl tl oor e le, alions 1or res 1de n11al and nonre1i 1dPn t1,1I str uctures. Alie,, ed uses oi bel m\ Im\ st tl oor ele, at1 o ns . Dr,1i1 1.1ge pa ths aro un d stru ct11res on slopes to guid e" ~1ter a\\ a, tro m stru ctures, E,1st1 r g and ne,\ 111 am11 ,1e tu red lhmie parks. 1'.t>1..fl:,.ti:..>11JI ,f'h1cle.., stnr,1ge 111 cen:-.n fl ood 1ones. la1111 Lal1(J1 , 0 1 adrn , ··~tr,111,t• 'itanct1rd.., and reqrnre111t>l1 l!:i. 1ncludmg· Upd,He!-1 Fl oodpla11 1 Adrrnnrs 1ra tor rt>spo11sih1lt 11es. Re, It'\\ OI 1uilding Permit~. Es tabh shm e 11 0 1 r-looclplam e, e lop11wn 1 Perrrnt proc-es·, ,u 1d cn len.1 Also mcluded 111 th e prop ,~e d am nd me nt !:t l!:i a re, t!:t1on 1<.1 "hJt lands 1lw fl oodpl.1111 1eg ulat1 ons ,1 pph Cu, floodpld111 regLlauom, h,1, e h1 storica ll \ mcl L1ded schematic area~ 1cl ent111 ed as ··a reas 01 rlood danger ·· m a I 9; 1 stu L, 1or a Cih storm dr,1111age pla n FEMA res t nets fl oodp:ain regu lations to onh ar ea~ mapped on a co .. 1munit, ·s FIR M or .ireas des ignat ed ,1s ··s pec ial fl oo d ha ,ard are.1 .!," b, th e Staie I \ VCB1. The 1 g -1 storm dra 111,1 ge plan" as no t ;, ce p1 ed b) th e Stat e and th e refo r, ldnd 1den 1111ed 111 the s1ud, 1s no t r\•~ula terl h\ 1lw Ci t) ·s tloodpla m 1egula11 on• Tiu.• proposed • • amen dm en ts re c.Im th is Co de cl eteu :md nm, cumpl\ "1 th FE 1A requ11 ement1i th e pr oposed 16 -➔ • ,1111enclm e nt s \\ ill ,1pph onh In: • • • I. FIR 1 1mnped lands 1\l th111 the CIII . and ., Areas\\ it~in \\ es t Han ard Gulch Flo od Haza rd Area 1 \lorlh\, est Greenheh i as apprm eel b, th e CWCB m 1980. Thnugh the (,c hemr111 r c1rpac; 1den11fied ac. ";ue,11; 01 1lnod danger" 111 the 1q;-1 stor m dr.1111.1~e ,,ill no t be suh1e ct to re qt11 rements 01 16--4: Floodp l.1 111 Regulations . stall \\ill contmu e th e Ci l\ p li e, 01 1111 ormm g p1l)l)l'rl' 0\\11ers th.H the ir pr uperh ma, be subje ct to fl ooding iro111 ,, 1,,r,1l 100-ve ar storm Tim, in1orma t1 on ,, 111 he 1)rr,, 1ded ,, hen a Build mg Permi t apph ca uon 1s subrrn t1 ed to the (Ill. CONCLUSl<'N The proposed 16-➔: Fl oodpl,11;1 Regula ti ons t1m endmcn ts up da te th e FIR \\s 10, th e Cit\. co 1nph wi th FE/\ \A fl oodpla in requiremen ts. and co mp l, ,, i1h NF IP c.tandards tn ma1nta111 th C1h ·s pa rt1 c1pauon 111 th e Commuml\ Ratm~ s, stem,, h1 c h prm id es dis counted fl oodplam premium opti ons 1o r re siden ts. FINANCIAL IMPACT /\.o 1ma nc ial 1111paus ar e .:mt1c 1pated trom th t" ;,dopuo n 01 the pr opo~ed anwndmen ts. UST OF AlTA CHM fNTS ,.1 1mn,1I Flood lnsura lllt' Pmgr.,111 r ~Qs Sta n Rep ort -Sep temhei 8. :'O 1 n Pla:111111 ~ and Zoning Comnrn,s 1o n {\ \mu tc<i -St1p lt•mlwr n. 20 I 0 Pl.innmp. ,1 nd Zoning CO !llllllSSH.Ul F1nd111f!'i 01 r,1tl · C.1,l~ ,o. :'O Jll.(); Pmpmed Bill 10 , an Orclln,llltt' • • • ,'a ti o nal Fl oodplain In su rance ProgrJ,.-, -F11Qs Cit, of Eng lewood Wh o is eli gibl e fo r fl oo d in suran ce? Prope rtv ow ners, busin ess owners and renters who li ve in a communit) tha t pa rti cip ates in th e 1\a ti onal Flood In surance Pr ogram IN f lP 1 qualii1 ior 'ati onal Flood In urance. D oes my homeow ners in surance poli c)' cove r floo di ng? No. Flood dama ge is not typi ca lh co, ered bl' a ho m eo" ne rs in suran ce poli CI. Ii I live in a low-ri sk fl ood zo ne, do I really nee d flood in surance? /1. \os t likeh . yes. It 's a good id e,1 to b u, fl ood in surance eve n ii vo u li ve in a mod rat e-or low-risk ar ea. Ab oul ~5 perce nt of ail fl ood in sura nce cl aim s co me from areas wi th mo derat e-to-low fl ood ri sk. l'ou 111ay qua li1\ fo r th e Pr eie rr ed Ri sk Po li cv (a im,er-cos t 1lood insura •1ce p oli cy ) th at provides cont ents cove rag e begi nnin g at $39 p er ye ar and building plu s co nt en ts cover .:ge beginnin g at S 11 9 a year. W hv do I nee d floo d insurance , eve n though my co mmunitr ha never bee n fl ooded ? "loo,!1n g occurs in mode rat e-to-low ri sk area s as "ell as in high-risl,. areas. Poor dra inage svs terns, rapid acc urnulati on of rainiall , snow rn elt , and broken wa ter main s can all res ult in 1lood. Properti es on a hill sid e ca n be damag d bv mudflo", a cove red peril und er ti.~ Standa rd Flood In su ran ce Poli CI . Stru cture locat ed in high-ri sk fl ood areas have a sig ni fi cant cha nce 126 perce nt ) of suff ring fl ood da mage durin g th e term of a 30-vear mort gage . In a hi gh-ri sk ar ea. vo ur home is more tha n tw ice as li k2ly to be dam aged b\' ~ flo o,! th an b \ fi re. Fm th ese reaso ns, fl ood in surance is req uired b\ la w l or b uil din gs in high-fr;k flood ar eas as a oncl it io n of rece ivin g a mort gage irom a lede ralh reg ul ated or in su,ed lend er. W hy does m y mo rt gage lend er re qu i re me to bu r fl ood in surance? U nde r i ederal law, the pu rchase of fl ood in suran ce is ma11 :b to r1· for all iederal or ledera lh rela ter! 1Jnancia1 assis t,mce for th e ,1c qu is i1i on ;111 d or co nstru ctio n of buildin gs in h,gh-risl,. flood areas (S pecial Flood Hazard '\r as or SFHAs). The amoun t oi fl ood in suran ce co, era ge req u ired b, 1h, Flood Disas te, Pro te~tion Act oi I q-,. as am ended bi th e 1\a ti o nal Flood In surance Re 1or m Ac t oi 199-l , is th e lesser oi thr 1o ll owin ~: I. fhr 11l,1\11 llllll1 ,Hn ount 01 :\TIP (Lll.1 •1 c1gt .. d \,1il.1l)l0 tor the p,1rt1n d,1 r prope rt , tvpr, ' Th t> outst ,111cl1 11 g 1 · 111C1p,1I b.ila nce 01 the 10,111 , or The in,ur,1hl P, alue ot the stru c ture. It th e proper t, b not in ,, high.ris k .u ea, bu t in ste,1 d 11. ., moderi1 tc-to-low risk .1re.1 . f der,,I l.t11 does not req uire fl ood insurance ; howeve, ,, lend er ca n still require it. It is al so reco mm end ed sin ce hi stori cJ II )' abou t one-in-io u r fl o::,r l cla ims r,ime fr om th ese modera te-to-Im, ri sk ar eas. Note th at if durin g th e life of th e loan th e ma ps are re, ised ,111d th e prnpertl is 11011 in the high-ris k area , 1 our len de r w ill nGti fy vou that vo u must pu rchase fl ood inr..urance. ' National Fl oodp lain Ins uran ce Program • FAQs City of Englewood Wh ere do I purchase a flood in suran ce pol icy! Th e Nati ona l Flo od Insurance Program ha s an arrangement w ith pri va te insurance co mpanies to se ll and serv ice fl ood insurance policies. More than 30 in surance compa nies are authorized to participate in the NFIP in Colorad o. How mu ch flo od im ,ra nee coverage is ava il abl e? Fl ood cove rage limits for a standard fl ood po li cy are: Coverage Type Coverag e limit One to fo ur-fa mily stru ctur e $250,000 One to fo ur-fa mily home co ntents$100,000 Other res idential structu res $250,000 Other residenti al co ntent s $100,00 0 Busi ness st ructur e $50 0,00 0 Bu sine ss conten ts $500,000 Rente r co ntents $100,000 Can I get a di scount on my flood in surance premium ? Englewood res idents and business owners qualif , for a 10% dis co unt based o n the City's pa rticipa tion and status in 1he NF IP's Co mm uni ty Ratin g Sys tem program . • Wh at if I want to purchase more in surance th an th e NrlP off ers! 1'\any private insurance co mp anies offer Excess Flo od Protec1ion, w hi ch provides limits • ove r and abo ve th ose of th e FIP What i s cove red in my base ment! Flood insu ran ce covers yo ur ho me's fo unda tion elern e,ts and eq uiprn enl th at's necessa ry to support th e stru cture (for exa mpl e: furna c~. water hea ters, ci rcuit breake rs, etc.). It's importan t to note thal somf it ems in your base ment ar e cove red und er building cove ra ge (like a furnace , hot wa ter hea ter and ci rcuir break er) and others are covered und er con•e nts cove rage 1ha 1 mu st b~ purchased in add ition to buildi ng ~overage (for exa mple, your wash er and dryer, or your fr ee ze r and 1h e food in it ). Th e NF IP encourages peop le to pu rchase bolh buildin g and cont :nts coverage. Flood in surance does not cover basement improve ment s, such as finished walls, floors , ceilings o r personal belo ngin gs th~, ma y be kept 111 a basem~nt. • • • • TO : Plannin g an d Zonin g Commi ssio n FROM: Alan White. Co11,11 u-:!•1 D ev PlopmPnt Dirf'rtor Tricia Lan gor .. Sc•nior Pla.r.11 er DA TE : Se ptember \ ~O IO SUB JE CT: Cas e~ ~o:o.o o:;: Floodp lai n Kegul ,11ion s RE COMM ~NDA TJ O N: Co mm u nit , Dc,elopment D epa·I111 ent requ es ts that the Planni ng an d Z on ing 0 111 11,i ssion re,ie\\ ta ke public tes tirno m , and for\\arc: ,o Ci t, oun cil a reco 111 nicnd,1t,on fo r dd optton oi pro pos ed amend menl5 to Ti tl e 16 : U nifi ed D e, elo p ment Cod e I UDCI relat ed to the repnl in its entiret, oi I&-./: Flood Pla in O v<•rl a1 • D1.<lricr an d rhe ena ctmeP ' 01 16-./: Fl oodplain Reg ul<111on, Ill ir p lace . BA CKGRO UND : The Fede ra l Em ergenc, ~ la nageme nt -\g ene, !FE~ IA \ map s speci ,1I fl ood h,11.ard area s ac ross the co unt f\. The m ap s ar e call ed Flood In su ranc e l<a te ~ laps I FIR~\ I and .,re th e offici al ma ps des;gna tin g ri sk pr rn ium zr.,11 es ior n od ins uran ce purp oses. Th e I.1st 111,1jor revision to FIR \ ,nap s ior th e it\' oi En glE wood wa s i:1 19 9 :: \o re rli.111 rw o ve ar s ag o the Colo r,1d o Wa ter Co nser \'at1 0 ,1 Bo ard IC\\'CB I. in p;;rtn nshi p \\i t,1 rE~\•\, b egan .i p rojec t 10 upd,1I e and cli gi Iize all FIR \s 1o r A rapah oe Counr,. Tlw ;,,,,,~c t Is '"'" co mpl ete ,rn d r L,\ I \ lS re,,ch to ,,do pt the upda ted Eng lewood FIRM . F[~ IA nn tiii eu !lie it, o n lun e 1-,, that 11,e ne\\ rn ,1p s be co me eiiec ti , e si, mo nths fr om tha, d,11 e. Th e Cit \' pa rt icipa tes in th e , ,1 11 o nal rlood l11 su r,111Cl' Pr o gr.1 111 \\hte h e, ,,lua tes the Cit,.'s O od mitigati on p0 lici ·s ,:md regul .1ti ons. Th e it\·~ ia vo r.ib le r.it in g L1l1 0 \\'~ ri 1ize11 s wit h prop ert , wi thin the 1loodp ldin 10 rece r, e ap ; ro ,1111.11 e h ,1 1u1 perccnl ( I 0°111 redu ction i11 fl ood I11 c;ur,rn re pr emiums. Wi th the adop ti on 01 ne" FIR 1 111 ,1Iis FF~\A is req,11rnI ~ uprl;i te< to tl ,e U nili ed De,Plo p 111 e11 t Code's iloodpl.1in regula 1io 11 s m 0 1de 1 101 lhe Cit , to r~m.1i11 in I I,e p rogr,1111 ,rn rl pro,1th-• tht> dhu,ut 1kd p rL'llll lllll upl i-111 t:ir rP\1dr•11ti.. fhP rNp m ,•rl u p rl ,11 pi.. mu ,t hp ,1rloptN I .111rl P II E'C l l\"' '" De, ,•,11 l ,e 1 I -20 I 0. loun .! 1P\l('\\Pcl tlw ,1hmt· 1111 o r111,1t1 011 ,\I ,tu ch ..,f,,i..1rn1 0 11 \uh 12 20 10. ( ,rn 1.<:•11i..u , \\11'-tn 111 0 \(.• 1o r,,,1rd \\Ith I ll£' tl l'll'-.~,lf \ .11 n em ln1 <.•111 , lo rt•m ,11 11 tom pkull \\il h ~.111 u 11 ,1I I lood lnc;uran c Prn µr,1111 I N jllll C'lllPll l i.. ~: Tlw Colo rad o l'\'at er Co 11 se n,1t1 0 11 Bn,ird re\lewecl lh-./ f/ood Pl,1111 n,wld\' 01,11·,u and foun d ii de11 c.1e 11t 111 .i numb er 0 1 ;u eas. ,\l os t o: th e req uir pcf ._1111 e nrl 111 Pnt , ,11 P trch111 c.,1I 111 11.i tur e .. rn d requir e lll 5Nl1 Jn ot nP\\ o r upcl11t~d 111.it enc1l in to tile Co dr. Piopos0d .i111 e nd111 r nt c. 111 cl ud ,_:,· Re, 10:.i m ., to dd1ni tiom, ,ind i1ddi11 on 0 1 ll f'\\ riC'l111111 0 11s, Ne\\ 1t'quir cment s fo1: Lo w est fl oor eleva11 0 11 s io r re·ide nt,al an d no nres ide nt ia l stru ct u res . Al!owed uses o i be lo11 Im , es t fl oor ele1 ati o ns, rain age pat hs c1ro un d stru ctur es on slopPs to guide \\,1 te r a\,a\ fr om str uctur es . Exis ti n g an d ne11 manuiactured hom e p ark s. Rec reauo nal , ehi cles ,torage in certain tl oocl ,n nes Clari fi c, 11 0 11 oi ad mini strati , e stan da rds an d requirement s. in cludin g: U p d at es to Floodp la11 1 Ad nun is t ra tor respo nsibi liti es . R I ie11 o i Bu ilcl 111 g Pe rmit s. Estab lishm ent oi Floodpl,1111 De, elopm ent Permll process an d crit eri,1 . A maj o r cl ei ec t id entii, d bv the Bo ar d II as II hat lan ds "ere sub ject to the flo o dplai n reg ul ati o ns. Th e current U D C flo odplain reg ula 11 0 11 s apph • an ds: I. ~ \ap1~ed o n th e Fl R~ \, 0 In the West Harvar d G ul ch Flood H az,trd -\rea t l\ort l1\\ st G 1.ee nbelt 1, as app roved bi the WCB 111 1980 . and 3. Identified as "a reas of fl ood d an ger" in a 1971 stu d,· ior a Cit, sto rn 1 drain age p lan . FF.~\'\ res tri c ts fl ood plain reg ulati o ns to o nh lan e! relie11 eel and approved ai. "s p ecial fl ood ha za rd ,11 eas" b1 eit h, • the -\r,enc, o r its stat e , ;J rese ntat,ve, the C \11 CB. Th 19 71 sto rm drainag e pli111 was not .,cce ptrJ b, the Stnt e an d thus those areas show n ca n 11 0 1 be subjec t to the itv 's fl oodplain reg ulati o ns. o unc,I rev1°wed this 111iu r111a11 o n and det er min ed that reference to th e 19 ~ 1 stu d,· b e rem ov ed iro m th e p ro posed ,eg ulati o ns. Coun cil d irected staff to • co ntinu e the itv poli C\' oi inlo rmin g prope n, ow11 ers w he n the, app h ior Buildin g Pe rmit s 1h;1t • th ,r p ro pert, ma, be subject to fl oodin g iro m ,1 local 100-vear sto rm . PRO POS ED AMENDMENTS: 1. R peal o f 16·-l : Fl ad Plam Qvpr/a)' D 1.<1 nct 111 ,t s e ntiret1. Fn ~-: ui ! ~,..;: Floo dp l,,m RL'!,Wl,,uon, in it s pl.i ce. 3. -\dop t,o n o i upd.ite• ,:nd revis io ns to fl ooclplc1in -rc lat ed cl0fi 111 tio ns 111 co rpo r,1t ed into 16-4 for ease o t re iere nce ,111 d rep c.1I o t o ut dat ed dei1111t 10 11 s 111 I 6-11-c [I\ tC. 4. Ad optio n IJ1 rei ere nce of tlie r , i<ecl Fe der.ii Em erge nn 1,111a ge 111 nt Age nn report entitl ed "I lond In surance S1u ch • \r,1p,1h11e Cou11 I,, Cnlor,,clo, an d ln co rpo ,.ited •\r0.1 s". 5. Ad optio ri b\ re1e rC't1 lC' 01 As ~.~ 1nd flood lns ur,m te R.1 tC' J\\J p~ \\I th .,n e 11 c-r t1 ,·e d,tl e 01 Dece m be, 1-. ~LIJ!J . 101 -\1.i p.ilio,, Cou 1111 Coln r.irln 6. Adop t ion 111 re I0I<•m <· 01 ,lwl'l, I ; .111d l •l 111 ., rPp n rt 0111 itl ed · rlo d l l,1z .1 rd '\1e,, Deli11 p,1ti o11 H ,m .i rcl l,ulch \\r•st I l,m,11 d l,ulch . .1 11 u IJ11 (,ulch d,11,•d D,•cpmhc•1 In-q prepc1rPd h, G111gt•1· l\y,on,11 C"\ Inc. .rnd .1 npro,·ec! h, tlw Color.1do \\ ,1t e1 Com,er,Jt1011 Bo ar d 0 11 ),11111 ,111 <O. 1980. ATTA CHMENTS : Proposed <\me ndm ent, • • • • Pl:mn mi! ·1•,d t~l•lllll): C'o1m111'•\L011 P1;hhl lk.11m~ C .1,,. t-20 1(1-0~. F.111.od1,!J1n \tnl'ndnwnt~ Sq,ll'nlhcr ~-:?O lli P:l~L' I Ill~ In' OF ENGLE WOOD PLANN ING AND ZON I NG COMM I SSION RE U LAR MEETING Se ptember 8, 20 10 I. CA LI ro O RDER ~ Th e re gular 11 1<•P l inµ o f l lw C ,11 Pl ,11 rn 111 µ an d Zonin g Commiss ion w as cJ lled 10 order at · ·0 1 p .111 . ·n l lw Co u 11 dl h,11 nl1l'r; 01 t he Eng lewood ivic CenI er, Ch ai r K11 o t h p residi ng. Abse nt · Bk ·Ic'. Ro th k 111 g \\ l'ik N kneg cr, k 11 0 Ih , Bri ck ,,land er 1'111 ll)I\ .dt fll'll,1 l i.'1 I 1sh SI.if1. ,\1 ,111 \ \ h1I 0. o n11n u n11 1 1J cvclop nm1 I D par tm c 11I D irec l o r II. trl'R OVA L OF MIN TES >\ugu sl I -, 20 I ll 81 Roth mm f"ci· Bleil e sern 11cl ,•cl· •\PP R \ I I I If i\U ,U ST 1-. 20 10 ~II N UTES Ch,,ir 1-..n oth ,1 skcd i1 th C'rc· \\t'rP ,I ll\ m od11 1ca 1io 11 s or co rre r t1 om,. rh C'rc \\ ere non ·\\I,: ,WS: ·\BST 1\1 '" ,\BS I 0-l: Bl t ·il c R11 Ih \\ ,•lk,•1 kno th ll rttk C.1lo 11 dcr '\Oi l (' "rn ~. 1-..nvgC'r I ,sh \0 1io11 c,111H •d la) Ko 1h mo,·c•d: llh·tl,, ,,,rn11ded 10 •\l'l'R(l \ I 1111 II,lll ,C.~ OI I ACI I UR l ·\~I .~ll0B-0-I I •\\!l)~V .l 'I\!(, ·\\ll )( 1'1 I '\l,'K, ·\~I 1.t\l.l /\ll \ I ~ Cl 1,11 1 h.noth ,1 1.kC'CI 11 1herc• \\t'l't' .111 , 111 .H li 11 c,1t1 or 1, 0 1 co rTectio n,. ~ \1. Ro t h sl ~l l'CI ht• ho prd the 11 1 ~ leg ,1I cl ep,n II 11 ent has rev iewed the a1nen rl 1n cnts. co;npu i:1l h 1h1· 1,,cu 10 11 ~ th ll ~l\l -,rn 1u• d i1.iul'l1 011 to ti ll' 1.i t11 l 1 1lw (11 , /\\,lll,1£l'I nr hi.., dc•51g 11 t1f' ~o tliest• ..-1111 p n d 11 1l•llt " do no t h,H'C' tlw s ,1111 c•, ul11 cri1 luht\ th,11 llw :-.Ign co de· h,ttl . • • • . . Plan.nm_!: and Zumn,; Conurn~s•on Puhh, I lc:inng C.t~l' n~OI0 -0~. Fk11.1dr!,1 11 Amc-ndmt"ll\ St•pternhc1 ~t,;(J PJ~c ~off The re \\'ere no furth er co mm ent s. Cha11 ~n oth c,11l c•cl 101 ., 10 1,, WE S: Bl eile, Ro th \"\ elk er ~no th, Bnck . .1lnndl'1 'ii\\S: . -\B ST•\I.'-.. -\BSE'l: f\.on e f;ing , ~rieg er Fish 1, \oti on carr ied. Il l. PU BLIC HE AR ING ~ CASE #2 010-0 5: Floodplain k cg ulati o n A mend men ts ~rie ger moved : Bleile seco 11d ed: TO OPE 'TH[ !'l'BUC H['IRING AY[S : NAYS: Bl eil e, Ro th, \ \ ell :er, ~n o th. lln ck. Ca lo nder. King ~ri ege, No n 1o ne AB STAlf\.: ·\BSENT : Fish 1V\o ti o n c,trri e d l?ll Dirl'cto, Whit e \\JS morn 11 1. I le• 11 0 1 d 101 tlw record the bulk 01 tl lC' wo,k on l l lf• fl oodp la111 regula1i o11s \\'as don e b1 Tri ci a l..111go11 . S ni ur Plann er lo, tl,e Ci11 of [11 gle\\'o od. H e al so st.lied fo , the reco rd 110 tice 01 th e publi c he.inn g \\ .1 s 11 1 the I ng/,·11 •o or/ Hera/r/ 0 11 August ~O. 201 0 ,111d "·" 011 th e· C1t 1's \\Cbs 1t e iron, ·\ugust 12" thr ough Sep 1e111h rr Ii. ~01 0. The 1\111 encl111 ent s repe,1I in i1 , c•111,ret1 Chapt e, lu--1 : Flood Plain 1erl.11 l)i,1ri cI .111 d ena ct 16--1 : Flood pl,1i11 Reµulati ons in it s pla ce. Thi ~ ,1 111e 11 d111 i:.:nt pr ocess began ,1hout t·vo \l'tlr~ ,1 g.o ,,hen the I c•dcr,1I lmerg ·nn i\\,111 ,1gf'111PP , ~\g,--nn /FF 11\, •\rc1p,1hoC' Coun h ,1 11 d lhe Color,1do \\,i tcr Co 11 i.p n,111 on Bo.ml t.'ll l N,•d into ,1 pro cC'~" 10 upd,ll r th C' dood tn~l11 ,11 ,ce r.tl l' r11.1p~, \\'l11 ch li ,u l not lll'l'II upd.itt'c! 101 111''> p.irt O! •\r,1p,1hnC' ( ount , ,111r r I qq~, 011C' ot tl1t• 1t•,1i.or1 , 1hr , I" 1111 por 1.11 11 1or lliP crn11111u1.il, i:; th,1 1 1!w C 11 , p,1rt1 r ipJI C's 1n l hC' ,J1ion,1I 1-1 od l11 <..u1.111 < l' Pro!,!r .111 1 P,1r11 c 1p .1t10 11 in 111,11 progr,1111 ,1llow, l,111 do,,11 er'.:-to pm ch t1 CiC' Il ood 111 sL ir,111 lL' .it ,111 .1ppro,1111a tel\' 10', discount II l hP CiI1 rL•111,1i11s up-I -d at e ll'1lh th e fl oodpl,1111 ,eg ul.111 011 , ,111d .i dopts the ,,_,, m.1ps Th l' lo11111 11 sS1u 11 is bl'in g .1 skPd to ,1m P11 d th e regula1io11, 1,, ,1clop1 th e new 111ap , .111 d .ibo upd,1t p th e ll'gul,1tions lo co 11I o r111 10 lh e model o rcl111,111 n • th at the Col o rnd o \\a te, Co 11 se r1atio11 Boar d put toge th er. There ha ve bee11 s me ch.111µp, in tern1i11 olog1 so 11w c•,pa nd ed respo 11sibiliti c•s oi the rlood pla111 Ad n1111 is tra1 or ,111d so 111C' 1cqurr cmr11 ts fo, don111H"llli11 g and 1s<:u111g 1wrm11 c. 1\11 ,~ 11 1cl ud 0d 111 thr ne\\ reg uli1Ii o11 ~. I IP 110I,•d th e i111 1rn1 ,11 io11 "·'' re, iew0el b, Ci1 1 Cou11cil ,11 .1 s1u d1 ,e,s,011 011 )uh 1 c ~O I 0 .1n d th e co nsensus \\d S 10 1110\P 1o r\\.ircl \\l lh tlw rh,1 11~('s ,in d m;ik e C'\'C'I\ c•t1 rnt to 11 wt•I Pi Jnn mf: •nd Z<'tuni: Co 111m1~qon !'uhh, ll :.Umf C.1 ,c 11 w10.o~ Flood plJ111 Amcn<lml.'IU \ Sc p1 cmht-1 h. :!Olli PJrr ~ ll : _(, tne cle adlrn e th at I I.~\~ and th e Co lo rad o Wa te , Co ns e r\,lli on 13oa ,d ha s gi1cn the C1t1 01 ha11ng th e am e nd111 ent s in d1cc 1 b, Dece111 ber I -~O I 0. Th e Cit , ".is µi\en si, mo nth s to co111 ple 1e the pro cess. He prOI id ed ,111 e,.1111pl e of ,1 c ha nge in le rm1n olog 1 : th e old 111ap s refe rr ed to 100 ,111d 50 0 , car il o o d pb1n s. ~m , th P, ,11 P 1e 1·e n ed to,,, fl oods \\'ith ,1 ci 1L111cf' 0 1 occ urr n ee 0 1 I " an nual h , I 00 1 ea, i/o odpi.11 111 ,rn cl -~" ... 11rnu.1ll1 I 500 1 e .ir fl oo clpla111 . n 0 1 th e 1t e 111 s cl ,s cus scd ll'it h 11\ Co un c il 11,1s the cl ra111a gn stu d, that 11·.i s p,e p.ir e d back 111 the 19-o·s. Th e .ir e .i s tha t II er e no \e d as bein g subj ec t to sha ll o11 fl odin g we re sho11 n as blu e bow s 011 th e map . Th e C11, incl ude d those in prev io us regula tio ns , but in c hec ,,, g with th t• olo rad u \~ate, Co 11 se f\at1 o n Be d a11 d Fl\\•\ II C' can onl , regulat e 1/o odpla111 s that have /;e 11 111 ,1pp e cl 111 IT ,\\,\ rn .r ppr m c•d b1 th e Color;i do Wa te r Co 11 se rv,111 o n Board . It \\JS dis c ussed ll'hat ii wo ul d t,1k e to ha1 e th ose ar eas recognized b, th e Coln rad o I~ ,1t er Con e r1 ·<111 o n i>oar ,. It II n ul d 1eq,111C• a stu d, l.,e p Prlo rm ed l.,1 engin e,.!rs ,11 ll co:-t oi ,1ppr o \irnc1tch $300,000. Co 11 sc nsus "11s to no t move 1or\\'ard w ith th.:it stu ch. ln ste,u.l current p r,1c ti u• w ii co nl inue· \\'h e n(•, er ~o m c-o ne co m es in 10 1 ,1 b uil d111!, pe n111t an d th e pr o pc rt1 11 il l be ,1 f1 ec tcd h1 o ne 0 1 those ,11e,1 s S1,111 1nio rm s 1110111 that ther e co ul d be po te ntia l flo od d,1ma ge c!ue to sh.i ll 01, fl ooding . Dirl:'C to1 \\'h1t e o iic rrd to .1n swe1 ,111 , qu es tio n, th e Co 1111 111 ss 10 11 rrn~hl hJ \l'. \\r f...111 g ,1 sk.p c/ \\'h,11 'subs1,111t1 al 1111 p m,t'IIH 'lll '-1 • rtl l',H•'-th,11 i~ rpf,.:r(•ricc.•ci o n pL1 gc 10. I le ,11,o no t cl ~ c. on p,1g c I O st ,,tC', " o b.1s e111 P11t h.i/1 bP pprn11 1tc·cl in .1111 rc side 111 1.1I st ru cture", \'('I o n p1gc 11 i11 D. 1 11 staks ·'Rcs icl c nt1,1l Co 11 st ru c tion . ~l '\\ co1 1stru c 1io n ,ind subsli1r111.1 I irnpro, C'rn c nt 0 1 ,im rc ... sidC'111 1.1I ,truc turC' .• !1L1II h.1, tl w lo,, PS I fl o or 1111cll1d111g iJ ,,'-C'lllClll. c iP,.it t•d to or ;ibo ,l' tl w 11.1 !-ci tl ood C'IP,,111 0 11 .' rlll'I L' l!'.i .1 cnntr,1 chc..t 1o n . Dirt•c 10 1 \\lh11 , 11o tcd "S uhS1 .11111c1I l111 pr o, e 111 e 111 ' ,; cle 1111 c•d o n p,1gP cc ~\,. i--11 ,g s.iicl th,11 \ l111C•. at lt•,1 ~1 II ~ cll •l111 ec! '-0 111 e \\hc•1t•. -\it e r d 1,nl'-'-ion II ,,,1 s d0tt •11111n Pd 10 rc•111 0H• ~ < o n p,1 gp 10. \\1. \\('lkei hro u µh t up ti lt' qu e~ti o11 o l 1P11 u•s 11 0 1 IH.'111 !:-\ .id drt'!->!,C'c/ .1 ~ qru L lllr(•~. I le· .i -.k('d thr• n :hc•1 (n111111 1.....,10 11 pr._ \\'h,11 l i 1p11 t liou'.!1 11 , \\f'lf•_ I j,, ,,ud IH· ,,mil d lik t> 11 itH lu dC'ci 111 the• ,Hll h ,nl\ 0 1 ~l.itt 111 d1..•-.1g 111'l' II lt111..,1u••1 -\11 ,·1 uJ-..lll ~lllll 11 \\,l '-dL 1l ldL1d t u u11)\ l t ,-l I ,J w p .i µv .! Ill lt1---l 11 ~-L l It .1 !11 .1 11 urnl11•r 11 rn1 p,lt,l' (1 nt tlir> ,ll 1F.'IHl 11 wn t<.. "\t11n:wr l I \\ill 1t•,u! 1'11·,c•n: t11 rPJ,!Ul,1 tP lh• to 11'-1 1U (l1 011 ol flo{1d h,11ri C'I'~. 111 d ud111 g 11•11 •'".'.-. \\ l ll l Ii \\ ill L11111,11w,1lh OI\ 1•rt llo 11/ \\,l\Pr, 111 \\'Ille Ii m.i , 1'll H 'd '1' ll uod n.1 1.11 d.., to l l hM l.111 d .... IIH· Co1111111 ~ ... l tl l l l (1qt1 ••qp(/ ](,-..;.o: 1)-l d. h C' l ('llHl\(.'ci Ill ,1 ... ('11111"(1\. II h.1 1., no th111g lo du 111th th p ll ooc/pl.111 1. \\r ~111 g h,HI .i q1 111 ,11 O11 rPµ,1r111 n g I'll thll.1 \!r.t pli ..,l.ttmg 111.111 u1,11 tur 1..•d hrn1H•.., llL'L'd tu lw pl,1 ••cl 111 .i JIC'rlll,lll •'llt IOLllld,11 10 11 .1, ,1 ,p,ult 01 .i floud !)111•rtrn \\'\11 1p ,t;it c•d I 11 ulP \\'Ood '!-. • • • Planmn~ and Zonm1= Co mm1 ss1on 1,1hh c ll canni.: Casr #20 10-0~. Floodplmn Arr.endmem~ Sept ember S. 20 10 Pllj!l' i1 of 5 • curre nt ma nufac tur ed ho me pa rks are no t in the fl oodplain zo nes stated in th e am end ment s so th e sec tio n does not appil . • • IVelker 111 01ed: Krieger seco nded: TO CLOSE TH E PUBLIC H EAR ING AYES: NAYS: Ble il e, Rot h I\. Pik er, Kn o th, Bri ck. Calo nder , Kin g, "rieg , None BSTAI N: i\on A BS E 1T: Fish Motion ca rri ed. I?] Aiter dis cussion th e Co mmiss io ners mad e th e fo ll owi ng motion : Bleile m oved: We lker seco nded: CASE li20 10-0 5, AME DME 'TS TO TITLE 16: UN IFIED DE\'ELO PMENT CODE OF THE ENGLEWOOD MUNI C IP AL ODE. REL-\TED TO TH E REP EA L IN ITS E 1TIRETY OF 16-4: FLO DPL AI ' OVERL AY D ISTRI CT A.ND THE E 1A CTMEf\'T O F 16-4: FLOODPLAIN REG ULA, no 15 IN ITS l'Lt\CE, BE RECOMME !OED FOR APPRO\ AL TO cm COUN II W ITH A FA VORABLE RECOMMENDAT IOr--: FOR A D l'TIO N W ITl-1 Tl IF FOLLOW !, G C l IANG r s. I?] 1. Re move 16-4-,: B.2.c . in it s entiret1·. op1 1 (,--1 -1: D .S. to 16-.J -6: 13.2.c. c reatin g number 11 and include the word s "inclu ding ien ces" ai l r the word ba rr iers . 3. Re move in its entrret1 16--1 -8: D.4 .d.: as it has noth in g to d n wi th th e floodp la in . Bl eile, Roth \•\ ell,.c, "no th, Br ick alon de,. l-.111 ,J, "1wgt•1 i\,\ \S i\one •\BST •\I ,· i\one ,\BSEr--:T : fish ~ \1. Bri el,. 1 o ted ves b<>c c1u ,e llC' b0lie1 s it minimizes the losses to publi c and pri1 ,,t e enti ties du to fl od co nditi o ns: it is in the be st in teres t of th e ge neral weliar e of th e puhl,c. Ms . "ri eger VOk'd ,, s for th e s.un e reaso ns as M r. Bri c, ,1 nc/ al so b ecau se she h eli ves it is important to wo ,k in the best intere st of Englewood's ci ti 1cns as f.ir ,is helpin g them 0 11 1 wi th their llnan ci al iss ues co nce rnin g fl ood in suran ce and al o me eting governm ent reg ul ati ons. Pl.mnm ~ and Zomn~ Conu111~s10n l>ubh; lie .um~ Ca!i~' =~0 10·0~. Fltl(ldplam ,\m:!ndm .·m~ Septc:rnhc, :i. :!OJO Pa~t· ~nf~ ~ \0 11 011 a med IV. PUBLI C FO RUM ~ There I\ .is no publ ic pres nt V. DIRE CTOR 'S CHO IC( ~ Dir ecto r \Vhi te had nothin i: fur th e r to report. VI. STA FF 'S CHO ICE ~ Director \Vhi te provided an u pd a te o n iu tur e m e 1i 11gs: Se pt e mb e r ~I •·: S1ucl1 Session: ~\ed ical Milrijuana i\.ne11dm en1 s October s"·: Pub li c Hea ring · 1 -d i ca l Di stri ct Small Are a Pla11 '\mend me11 1; VII . ATTO RNEY'S CHO ICE ~ ~ \s. Re id wa s 1101 present. VIII . CO MM ISS ION ER 'S CHO ICE t'fll The Co mmi ss ion e rs h.,d no thi ng 1ur1h er 10 re port The 111C'Ptin g ad1 ou1n ed at :-":..JS p.111 . / I ¼,~ --=~?,,~) B.u bar ., 1-.,, ,lo\\. R6co rcl111 g Secre1a11 • • • • • • UTY OF ENGLEWOOD PLAN NI G AND ZON I NG COMM I SS ION I I THE MATTER OF CASE #2010-05, FIND ING OF FACT , ".:ONCI.US IONS AND RE COM MEND AT IONS RELATIN G TO TH E UNIFIED DEVEWPMENT CODE FLOOD PL AIN RE GU LATI O I AMENDMENTS INITI ATED BY: Co mmunity Devc lo 1>m e nt Department 1000 Englewood Parkwa\' Engle wood , CO 11011 0 FI NDI NGS OF FACT A D CONC LUSIONS OF TH E Cln' PL ANN ING AND ZON I NG COM MISS ION Co 111111i ss ,'ln Memb er, Prese nt: Bleil e , 1--ri egc·r, alo nde r, Bri k. i--1n g. Kno th Ro th We lke r Co mm issio n ,\ \cmbcrs Abse nt: Fish Thi s nMl!e r II as hear d be iore the itv Plann ing a nd Zo nin g Co mn11 ss io n on Se pte mber 6, cOl O in the C,t, Co un ci l Ch a mbe rs oi the En gle,, ood Ci, ic Ce nter. Tf's tim om \\as rC'ce i,ed fr om s1:1 H. The Comm iss io n receiH•d notice of Pub li c 1-le,rn ng, 1he S1a1 1 Repo 1t. ,111 cl ,1 cop, o, th~ pmposcd .1 111 C'11d n1c n1, 10 l11le 16 L ni 11 0el l1r1C'lop 11 ll'nl Co de ll'h1ch were in rn rpo,.11 ed 1111 0 an d made a part 01 the 1C'co rd o t the Pub li c I le ;inn g. ·\II C'r cons ick•r in g tin~ st,1 te>111 c 11t ~ 01 the \\ 1t11 css. and rC', iC'w111g tlw pc rt 111 c•11 t doc um ents the rn embN~ 01 the Cit , Pl.i nni nµ .in d Za ninµ Co rn rn1 ss io11 111,1de lhe 10 1!0,, 111 g Fin dings and C 011cl u!-i1o ns. FI NDI N GS OF FACT TH AT th C' l'u hlt c I lr,11·111~ 01, the ll niii c•cl Dc•1C'loplll e n1 Coc ll• Floodpl.i in licgul,11 1t111 \111t'11d 11 1L•nb \\L'll· br o ught he 10 1t the Pl ,11111mg Crnnm1ss1on b, thC' f1cp ,11t 11 w111 ,,1 ( o rn 111ut11 I \ Dt'\ (•lu p n 1t•11 1 ,l dPpMlrlll'lll ot tlH' Cit\ 01 I nµlt'\\'Cmd. THAT 11 o t1 ct· oi the Publ1, ll l',1rtllg 11,1< pub li shed 111 thl' !n_c/i •11rn11/ lll'r,t/c/ 01 Aug us.t ~o . ~01() ,111d \\,j C:, 011 th (' I 11 glt1 \\00d \\Cb~JI (.' 11 0 ll 1 i\ugul.\ I~. ~Olfl 1hru ugh Sep tc'm ber 8, ~1J I O, TH AT till• 51,111 repo1 t 11·,1, 11 1.,dl' p,11 t 01 th,· record THAT th e prupuwd .i 111 ,•1Hl111cn t; rcpc.il 111 its en t11c'II 1(, .• / [/ope/ P/,1111 (/V('r/,11 I J,_..,/n( t ,rn d rC'pl,1c,• 11 \\ llli /1,-~I //ooc/p/,11 1 ; R"gi1f,1tiu11-. l'.1i;. l111, j, THAT th e tloocl insura nce rat nw;s ior 1h1 1 pMI 01 Arapahoe Cou nt , ha, e not been updated ,uicc l 0 3. 6. l HAT tlw amendm nts '"II .ill o" the C11 , to remain compliant "ith 11ati onal flood 1'1s urance Program requ1 r .:m nt s. THAT the am e nchn r • ts ar designed to allo" landO\, ners w11 h111 the fl odpla111 to rece1, e ,1 reduc 11 011 111 th 1r 11 od ... insuranc premiums CONCLUS I ONS 1. THAT the Pu bli c I lear111g o n the L nified c, lopme nt Code Hoodpla111 Regulauon t\111 Pnd111c nt s .,·,,s b1 ough t beiore the Pla11111ng omm iss ion b, the Dep,irtm nt 01 Co 111 111 u11 11, C evelop men l ,, dep artm e111 oi the c,1, 01 En glewoo, ~ THAT not ice 0 1 th e Publi c I lcanng "as pubh. hed 111 the Eng/l'wOocl Herald 011 Au gust ~r. ~010 and "as o n the [ngle"ood "ebsite irom ,\ugus t 1~. cOIO through Sep t n,bcr ~ ~r. 10. 3. T:-tA T it ,s in th e best in te res t o t the ,1, to re main compliant with ,,111 onal Flood In suran ce Pr og ram req uir emenl s. • 4 . THAT it is in th best 1111 e res1 oi the C,I\ and 11. ci 11 ze11s 10 co11t i11 ue th Ci tv's frwo rabll"' r.,ting ;-i \l o,, 111 g l,111 dow n rs within the fl oodp lain lo rcceh P J reduction in • then fl ood 111suri'lncc pre mn11 n~. , TH AT the pre \l oush chscus,cd amcndmcnt5 with cha11g r;, be 1am ,ird ed to C1 1\ ou11cil DECI SIO ' TI-I EKFFO RE . 11 ,, th e clt•r,s1011 01 tlw (1 1, l'iJn11 111 ~ ,md 70 11 111 µ l 0111 11ll sS10 11 th.11 C.1<~ t=:!()l(l-0~ l 11111 c-o OP ,Piopnwnt LooL I iouopl.1111 Rct!,u .. ition \lll('ll !111,,1111. ,hould h._ rC't •11l'd t, th t ( 11, C nun,·11 \\Ill ,1 1,nrn,11>1,· lt'(·om111i:•11cl.iurn1. lht: clC'c1~1011 \\,1~ rC'.i hPo upon ., ,ote on .1 111ollt)ll m,1d1• .11 tilt' 11u•t>t111g 01 th e (1l\ Pl,1111 1mg ,\ll d 7011 111~ Ccrn11 11iv1HH1 0 11 ~cpl C'l1lhl'r H. ~010. h\ ,\\1 Rlt,ill', ~c•to 11 dc •d h, /\it I\ clke,. "h1th ""'" 11 ,t,,tl'; (·\SLFc0l0-03. ~,u.,011r,1, IC I/ILi /t,· l/N/rlLDDfl'f/()PI//.'\/ CODE or 1/iE E,,CLf\\'U')D \/Ll'1Cll'•I/ COVE f,U·LAIE/J /Cl //If kfl'HI 1:, 115 /,'\//Rffl 0/· It·-~ r, OD I'/.•\/'-O\1£/..L'I\ f)/5/R/LI ~-..:n )/IF rr-.~c111r.,1 ()flu-~ I/ ODl'L\/'\ RfGL 1/ ,\]/n.,s ,, /1S l'L•\U BL !,rll)\t\\f'\l)rf1 roR WPRO, •\I TO l In COL '-1(11 • • • AYES : :-..A\ ABSTA I:-..: ABSE 'T: WITH "-FAVORABLE RECO~\ \END TIO!\: FOR A OPTIO~ \1\11:H THE FOLLOWl:--JG CH-\, 1G[ 1. Rerno"e 16-4-~: B.c.c. 111 ,t s en tire\\. , Cop, 16-4-1: D.S. to 16--l-6: B.c.c. er aI111 g num ber 11 an d include Ihe 11ord, "mclucling ienc s" aiter th e 11ord barrier .. 3. Remme in it s enu re tl 16--l-8: D.-l.d.: as it has no l h1ng to do 11ith the floodplain . Ble il e. Bri ck. 1--n o th, Ro th, Welk r. !,;mg , al o nd er , 1-.rieger \Jone one Fish ,\\rtion carri ed. Th s F111d in gs and Concl usio ns ar e efiect11 e a, oi the mee tin g o n Sep tembe r 8, ~O 10. BY O RDER OF TH E cm· PLANN ING & ZON ING CO MM ISS ION ARAPAHOE COUNTY, COLORADO, AND INCORPORATED AREAS VOLUME 1 OF 4 Communily Name ARAP1\HOE COUNTY CO UNINCORPROATED AREAS AURORA CITY OF CENTENNIAL CITY or CHERRY HILLS V1l LAGE. CITY ur Cornmu1111y Numbo, 080011 08(,00, OBCJOI I COi ur.m, E V,\ll [Y TO\.\'t.J or dHO!l' I "Of-ER TRAIi CITY OF 0K0U"1 FNGLEWOOr:>, .:nv OF Utt' J/,1 ·roxFIFI f) TOWN OF (1/)0ll'I' GIE/1.:JAlF c1rvor l..d .J, Gl{l::[NWOOl1\'11l/ll1F l'1TYUf 0801% :..1TTLFTO N CITY or 0800' I bHEHIDAN C.ITf or OH J' i .N7N-FL00DPRONF Cffec t1ve: Dt.:~embc r 17, 20 I O Fede ra l Emergency Management Agen cy FLOOD INSURA NCE ST VJY NUMBCR 08005CVOO I A 01 Ii i: ·.:..1 .1.,qw.,.,,,<I :,.:1111: 0 l .1:"lq111.'1 l ~(l(i\ ·q 11,11iln\' <,X(,\ 'L I JI.HI V ..... ,11 :c I 11od,'}I SI •I p., ... 1 '·"}I ,,"IJl !(l ·"'ll -,,:1.n 1111d.1}1 "i i I p:111u1 .... lll,1lllld\ll();) 1111d,"I J Sl·I 111,"I.I.IID J\1 1111 .11111111!1qo 01 .\.1011..,od.,.1 A1111nunw1., •"lll >1 .1,11p 0 1 p111: "1'?1:l~IJll .\11unu1u 10.1 1111 ·,, 1111 ,uo.l 111 .1J..;11 •"lll Jo ,(11\lll!"lll'd..;,,J .,q1 ',"l.l t~J.11,"ll l ·s1 11 ·umb.1 Sl:I .11p _10 1101111 q 1.11"i !P;iJ .1n uo 111!='1Jl\tllb.1 "'l11,u1 u111 ._,,op 1p1q.,, .... ,.1;,o.id 11 11!'!•'·,}I dq~ JO J,1IP~I .'.'ttp ,(q p."..:1.,:1.1 :1 q i"\1:u1 Sl·I '11{1,101.1ml ·uo111pp1 ! UJ '.'1111 1\ t\111: 11 : p.1q sq q11d .1.1 pu1 : p.,,L\,·•u .,q ,(1:u SI.I ..:11 11 JO 111: JP 1.w,1 i:11:p p:u11111pp1: ,\ui: .11~1 A.11111"1 \11rn11m110:, 11 1 1:i1:wo;, lll ;i lt ll:"'! ,p1: q 11 ,(hl)l\ll(i.1 1 ,it p 1111111\\ ·'1{j l!\II !\\! 1:1':p JP? u11:iuo.1 J()\I ,\1:lll (SU) ,\pn1s ;i,,lll'.lll"ll l )100\:I \I ll I .... , ... nd.111d ,1,1 11\'lll \lll p,,uu \Hit? 111:llll;lfil :lll?lll llll!\dpoo11 JOJ 1:11:p \Hl?/l!lj poo u ,l(l .... ,uOJ!"'Od,,J p.,q ..,1\i.jl:I",, ., \I'll 11w.1 :l 111d ;i ,1111:.111\t q pno1 I p:mu11:, .,q1 111 :l11 111:d1 ;,1u1:d ..;,,r \llllltlllll~'.) Sll !Sil .,Cl 1 1 S ·U :-.i Vll l lSJ\:1 0007:I ll I ·l.)l l (l\! Ti\1.11.E OF C O\TE'.\TS -,·ot U\IE I 1'.\T R<>lll 'C T !l)'.\ ............................................................................................................. 1 .I I 2 1.1 Purp m,i: of S1ud y . I J\ut ll(lnt: :ithl t\d.mm kdgl'n11..·111, t'nonhnat Hm . ..... 1 2.11 A l {[A STUD ! ED .............................................................................................................. 4 2 . :!.:! • 1.11 3.1 ) :! Sct •p e o l'Study ....... C\1111111111111 y Dl'si.::ript1 tm ... Pn nl'1pa l Fl oo d l1robk111:-.. Fl ood Pro 11:i.::t10 n ~ka:-uri.:,. E'.\Gl'.\EERI. G ~I ET IIODS ....................... . I l :<lrol og 1i.:: /\nal y:-...:., 11 : drauli c ;\na ly:-c:-... \\.•1111.:al D:llum .. .. ...... 4 .. 7 . .... X . ..... ') II '2 ...... :!:! . ... :n Hl Fl .l)O lll'l.i\1:-i ~1,,:-,,\GD I E'.\T .\l'l'I.IC \T IO'.\S ................................................. 25 4 I 4.2 F\oudpl a1 n lhnmd :1111::-... l-!t,()1.:\\ay:-. ... ................ 25 ................ :!(1 5.11 l '.\Sl H.\\C E .\l'l'I.I <. \TIO\S ................................................................................... XS (>.I) 7.11 FJ.0()1) I. ·st·1u\CE R.\TE ~1.\1' .............................. .. l) l'II ER STlllllES ............................................................. . ................................. 8(1 .. ............................... 88 8.11 l .lll .. \TIO\ l>F I>.\ I'.\ ................................................................................................. 88 'I .II 111111.l(H ;l{.\l'II\ .. \\ll HE FEHl•:\n:~ ..................................................................... 8'1 Ill .II HE\'I S IO\ IH:SCR II ' 1'10\~ ... IO I F1 r,1 R1..·,1,11rn ... IO:! S1..·r ,1 ml R1..·\ 1,u1 11 10 1 I h11d Ri:, 1,11111 1 n ..i 1 ,1u1th R1..·, 1,1,111 Figure.: 1 Figurl' :!. Fi gurl' 3 Figure.: -t Fig ure 5 Table I Tahk la Ta ble 2 Table 3 Table-I Table S FIC.l'RES F1cqlll'lll'.'y-D1 :,.c hargc . Dr:1111 agc Al'l':I Cunl'"· Coa l Creel-. Cherry 'ree k. S,md Cree, . Frl'lJUC II C) -Oi :,.t hargl', Dr :-i 111 aµc Arc:i Cun c,. Cn111,1111 nod Cree ,. 1!1 g Dry Cr,·,·, ..... Frcqncnc;-Di,dta rgc. Drain age J\rc:t Cun c,. ~ lurphv Cree k. Link Coman che Crc,·k Frcqucnc y-Di sc hargc. Drain :· ,;c Arca Cun cs. Com :rn chc C'rl·ck. \Vl•:,.t Bijou Cr1..·d. Ho., l-l <il·r Cn:d . Fl oodwa y Sc hcm at1c . T,\111 .ES Floodin g. mircl':,. Studied b~ Dc:taikd Mcthods Floocli ng So urcc s Rc:,.tmlicd \)f t\.:w l} S1 11d1cd by Dc1 ailcd f\kthrn.b l·h,o din g Sourcc, Stud ied h~ /\ppro;'\1mat•.: i\kthocl s Sum mary of Oi ~chargl'S . Flomlwa y Data ... l\1mnn111it y ~lap I li,tor~ 1-1 I (, 17 27 (, IX I I I I I I I I I I I I I I I I I I I bhih11 I L.xh1 b11 I Il ea. Bear l1,.ich 13 ig Dry Creek ll 1g Dry Creek Trib111al') /\ 131 ackmcr Gulch ll ox Flder Creek Chl'rry Crcd. \'OL ~I E II EX lilBITS Cherry Cre,·k \R1 gh 1 Owrh,mk 'rl i1 Flow) Cherry Creek 'rill" ay Drain Coal 'reek Com:u1 chl' r.;d. Coo n Cre ek Cot tonwood Crl'l'h, Flood l'rnli ll'" (\1yoll' Run D111eh Creek I .ht I oll (i ;1I L' C'TL'L'" Fir,1 ('rl'd-. (n1ld ,1111th Ciu kh ( i 11..'l'11,~ood (iuk h (irn·1mood (i uh.:h H~p.i.., I lapp y Canyo n C1'l·1..·\.. I L'l' (iu ld1 I 111k Co111a 11 d1L' Crl'd -. L111k Dry Creek L111 k's Cr eek I lm~· f1 l'l' Crl'1..'\.. \'01.l i~I E Ill E XIIIIIITS Ill P.1nel s 0l l'-021' !'and s 03 1'-1 OP Paneb 11 P-29 1' Panl'i s 30 11-32 11 !'ands '31'-37 1' Pa1 •e ls 3R P-65P Pane ls (,(,P-75 1' P:u 1d 76P Pane,., 77 P-78 P l'an eb 79 P-8 2P Pand 8J P Pane l 8-l P P:ml'i :-NS P-93 11 l'aneb '1-l l'-10'11' !'and, I I0l'-11 21' Panl'I :.. llJ P-11 ."P l'aneb 1161'-l l</I' P:1111 .. +, I :!llP -1 :!..JP Panl'l, I :!5 P-1 J I P P:t nl'\.., 11:!P-1,-1 P l'ands 1351'-I H,I' l'aneh 13 71'-l-l (,I' l'and 1-1 71' r an d s 1-1 81'-17.JI' Panel s 1751'-l 79 1' Panel, I XOP -1 X6 P \'OL U~I E IV F::X lilB IT S bh1b11 I FluoJ l'rolib (C,m1·111 \ lurph; Crees P111cy rl.'c.:1-. Pre1111cc Gul ch Qu in cy Gulch ahle Dit ch Sable D11 d1 Overl1011 Sand Crl.'t:k SJCD6100 SJ CD 6200 Sla ught crhou ~l.' Gulc h outh Pl ane Ri v..:r outh Tribut ary Sla11ghtl.'rl 1n11:-,l.' ,u kh Sr,ing Cree k Toll (,at e Cr ee s Unnam1.•d l 'rc1.·k \Ve st B1jo11 Gu lch \\\•~t 11:irva rd (i ukh ll'est Toll G.11e Crees \\'l•:-1 To ll G:11 1.· Cn.'l'k Trib utary \\ i:~1 Tnhut:iry T o (io ld-.,111i 1h (iukh WL·s h:rl y l'rt..·1.:k \\\::-h:rl y Cn:d .. <h i.:rl hm W1 1\owl'rl'1.'l-. Stl.'nll.' l'ark ,,a) O,l.'rlllm ll'olfC rces \\\1 lfC'n.:t.:I-. Tnhut,ir, < r1.111b~ D1t d1 I ,h1h11 2 1 lond l11 ... ur,111r1.· R:111.· \l.tp lmh..·, I li.11ll l 111 :-uram:1.· Rat 1.· ~l a p I\ Pand, IN7 P-197P Pa'leh l 98 P-c09 P l'.11,d 2 10 1' h111 e b 2 11 P-213 1' Paud s2 1.Jl'-2 171' Panl'I 2 1XP Pands 2 I CJP-211 1' Panels 21J P<~25 P P~m1.•b 216 P-227 P Pan1.·l s 22 8P-2 32 P Pand , 233 P-23 .JI' P:1111:b 235 P-236 P Panl:ls 23 7P-23X P Pan~ls 239 P-2-I IP Pani:b :!-l :!P-2-IJP Panl!b :!➔41'-2 -U,P l':uwl--2-l 7P-2 -l lJ P P:111i:b 25 0P <:!5 <1 P P:mi:I 257 P Pani:1:-. 258 P-2<,0P P:ind :-. 26 1 P-:!(1(1 1' i .,11d :!(1 71' 1':1111.:b :!<i8 P-:!71 P P,lllL'l 27::!P Pa11L·l , :!i')P-27-H' l'anl'i 275 1' l'.111L·I, 27 (11'-:!~0 P I I I I I I I I I • I I I I I I I I I ·,p.,1) ,:,1111 1 ·q·'ll"l .,., 1 ·q.l1111 > p,ln\\11,,.,11) ·q.1p11) q11111,111,11> 11 1 \11·1111.p1 1 1,.,,, tF'1n •1 q1111i...p1111 , ·1p11c 1 \qt1l'JI ) ·,i,,.,1) 11 11(] ''1,,.,J l \.u.,q ) ·q,p1 1) 1:,11 1'1 .""ll'I\I ''1,,.,1 .) \.1 (1 ~IH ·'1,,.,1) 11•,,i-l .Ill ,1111111l1d 111111t1111·t11 1111u1 ,1pwqnq pu1· 11:111 pnJl\fl ([ ,,.,u.,1.,1,,}l )~_(1I \111 r111p='l,1 Jd llh l.l,1:\\'1 l1\\\',ll!I 111_~-11 11\ 111·111 10 l 1.,p 11n 'l\'I j) t111111·11 ,1 u1111p\' .,.,u 1•11i...11111·1.,p., 1 .,1:111 11 · .111 1 ·,.,11•1.1,i..., pu1· \.1,1~u1 1) ,q p,,1u11111.,d .11.,,, \Jt 1111,) .,,1q 1·lh't \ Ill •,1\,w 11,111·1,1d111.i111u11 .,111 1111 ,p11p.._ .,.,111•111..,111 \lllll] I ·'Il l 1111 ,,,..,\p·up .1qrn·1p\t! fHH' .11i1 111,1 1p\11 p·111.i11i, .,q 1 ~ Lid 1\l 1.,, u111 ,.,1111 ,1 1.,1,1·,1 u p1"'I 1 .,11 , 11 11 ,· s,iht Ill I'\ .i,1 11·1n ,1 q P'"'l·l l1'll1HII''\ ., ,1 .,1:· 1!11d,,1 \I j ,1111101 ,111nq1111· 111 ,.,.,1111•, ·''ti ,:11.,111:-;;p .11 \\1111'1-'\ ptll' \JI l\lljlll\ I. I 1u,1q1 u11:1d,., 0 1 .,1,p: .,q JII" \.,1 1.1:1 1: p:11011 .,q,,1.1111 r,,q1t, 111) ,,11·1i..; .,q1 \llll' ·.,.,u.,p.,,.,11.I ,1'11:! l'l.l,1JILl .,,11.1111,.11 .,11,111 .,q, ·,.,,1·.l q .111, II[ ,111,,w.,1111h,11 P''·'P·' l 11111L1 1111111 1 .,tp 111:tp ·'""ll,1q.,hhnu., u, .,,11.,111,.,1 .,hllll .,w 1r1 p 1,1\., \l'l ll ,11,1 11 1•1 11 il,11 hi 1•1 1.,11.1 .i lll,1lll,1i1 1'11 1'111 llll'!dp1111l1 ·,,11 1111111111111 \., hi ,,,\1'1' ,1u11i.. Ill t \I') ·}1 I ) tr 11: ,u111 11·p1n.,n \1' 1.,p., I .Ill .,p 11,) ,,q1 Ill 1p1,11 1., .. ,1.11: ill I'\ ·''II lll uo11 1:d1 :,1111:d .Ill.I ,1u .,111.,1111h.,.1 ltl.1lll,,ill'lll'lll 1111·1dp11ou lllll\lllll1\~ lll,llll dn1 ,,,.,p 1111:1dpm1 u pu,: .,,11 p111:1 \Hll\\l, ,1\tltllOld 1.,q 11111 \l l ... ,.,1111 1'1d 11 :tH11 :1 ,1.1 p111 : 11::,11 1 \q \llll! 0 (111 ·I:-....) ldl'lil,1 111 ,1 ,1111•111,11 1 p11111 I ll'lll •III~\_ ,1l[l _111 ,1,mlcl u:p1ii.,>1 .1 111 _l tl 111:d ,1: ,11n11q11:b .1 111qdprn1u '1 1111 ,1\,) .,u:pdn 111 ,1'='.11' p.,1r1od.111 ,,u1 \llll~ \11 11111) ,ioq1~di:.1v \q p., ... 11 ;""\l\ lhjl' 1\1 \\ lhl lll:111.1\l_llll ,11 1 \ ·,.,11·1 ,1.·1t 11·111 ,111 pnou p:ui:1\1 .l l: li ''llll'l"'•1 ll l p.,,11 .,q 1\1 \\ 11 :1 11 \Jll11Hlll..l\l.1 -'111 jll ,1:.,.11: ,tll)IJI'\ ll)J 1:11:11 '1"'·' p<hlll p,,dll 1.,,.,p -.:i :q \p111, ,1q 1 ·"'11 \111110.) 1111,1.1 11-1r .,q 1 111 \1:i .11 111., ,11 111 p;,p111,1u1 11111 : '°'' I ,H p llli.HJ p.ip 111 .1,., ,1 111q ·,,1 11u1H1 .1 un, 1.1_1_1,ir pu 1· .111 11cd1 :.1\· tpoq Ill '111:1 .1 1:i'J \Hllj JO II nOJ . .,ll I ·s 1-1 ,\Jll llll_) -.1 m :pv ·"l!l lll \1;,.11111 ., '-\I lit p,11m1.1111 pm: SI I ,11p 111 0.1.1 p;,pnp,., ,, 111q ·,.,11u1111 > ,un:pv pu1· ,'loqi:d!!J\' 1p oq 111 'll':.1 11;1uu.,HJ0 u ,w 1 ;,q J S\·I -:1111 t11 \1.,.111 u;, 11 .1 111 u1 p;,p111:m1 .,1r mq · \11111t1.) .1111, u1 :q1 ,1.hHl l 111 \ll :_11p1:.1 lHlJ,11\ll I put: 1:.1tunv .Jll ,,11 Jl ,) ,ll!J. f _t,I _Ill J,l \' ll0\IJ,1)llJ,I .1.11,i-,1(1pon1 1 ·'lll 1111 1: ~N61 10 P \' .u11 r.111 ,u 1 p,1,11 I p:tllllll'S' ,i1 p_11 1 un111·11 ,1u1111p r ,11 11 lll ,ptl! pu,: ·t \1uno_) ,10111·d1:1,· .. ,. \1,,\IP,,111 1.'l 0 1 p.1.1.1;,1;,1 J,1u1:u1,,1;,1p \Jlllll',) ;,mp:de .1v ,10 ,1:,1.11: p.111 :md.lllJUIUll pm: :p1,,u\o.1 pul? \~,111:., .,u1qt11111,1,) J\l ,11 m, I .,q1 ·111:p1 1.1qs pu1 : uo1.1p 11 I ·.,i11qp _ \ poo,\11,,;,.1!) ·.1 p :pu,,E ) ·p1u1 ";i1il11.1 ·111:.1 1 .1.,,,(I ·.,i1 1:1p \ "'1 11 1 t \.1.1,,11.) ·1r1uu.,111,,.) ·1:.hu11v JO " 111 .) ·'l!I ·i1 11qn q.1u1 ,1p1:JnJo) ·\1uno,) ,,l11p:d1:.1,· _10 r.,.11: .,111d1·.1i1,1,,i\ ,1q 1 111 l 'i~}II I) ,1.h:1\ ;,11:n ,,.,m:m,u 1 pno1 I 111 prn· ,1111d.,.1 i..;1-1 .,111 ,.,p.,,.1.,d11, pur ,,,,,;i \,·u 1,1 I ) \p111~ ;,1111·111,111 ponJ ·I ,1111 \jllllS I" ;,,od111t1 \ I ,01 .1..>.wm u ,1 ,\":ill\. <1 :1.1 VllO,lllO.)\I (I\,. '0(1\"l lO"IO.). \.I \.10.) :i O ll \',l\"ll\ .HI. LI S '-U:\\"ll l,\I <l(HJ'l :I 11"1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ll(llWIOd_lll,) \W I 'i,1 'i,,.,.1) \J.i,1ll_) ·hs .i :'lU;ll ,1 1,,}I ) 111111\'i:I I.) pln: ,.1;-,,1111:iu I 1;,11'\\ 1q ii u ,\\ \q '1-'·'I_ > '·"PH \1111 un (I ).1(1!1 ;,1p .1111 p;i.1 11lb.1l: ... 1.1ml;,.1 u 10.1,111.,'il'l ;u.1 .\\ ._;i..:,\\1:1 11 ! ;,q 111 :.1p ,q p111: .,1;il ,1rnp\q 1,.1,1, ..... 1 ·1.111d.,1 ~I I .,p1,,\1u 111 u ,up .1111 'l}~() I .1,,qlll;l \(1:-,J Ill '.lll):'!l!.lllJ!l,) \ltllJ!:1111: \ ·I p :;,HIIJ :'l;l ] \'J\l',1·1 ·"'l!I (q 1110 p.,1111·.1 '''" pm: \p111, :11 iln 111.1p\q 'i,111.:.1 1'\ O~hl ,\1:1'\ .,q , \lJ p:iultlll,1),"l\l ,.1i111•q;, ... 1p ;l!Jl 'i1 111 ... 11 '·l·"!'lllll J,1111dwo;, .,1p11:.1 p \1 1 hl(l\ 1;,q111,11d;is I(),) .1q1 Ill) p;i,1:q ., 1,1 \\ ·un :c I p1,1~111 :11 ) ,1q1 11) 1111 :.111,dn I ;,m: I ,\1: \\.llt:,j ) J,l :"110.1,1 1u,1111.,,111du1 1 1,111111'\j) It)) ,1 q1 u11111 ·1.,,1~1 .1111·1,1 1111111"-i ·"l!l.l11 ,,,,\11·u1·.,1 .,11m·.1p,q ·'II I (.._:O,:hl 1.,qu1:'lul.'""..; 111 p.,p1d1uo:'I) (I ) Ill ! I 1\] Pl'llllPJ 1.,p1m ,.1;,,,t 11 :i u ,1 .1.,11:,\\ \ll ~ll \\ \l l p;,rn mi 1,,d '"11' ,, 1., \\ 1.,.,1n.1t1 1u.,111., ,,11d11q 1,,11111·1 1.) I() ) ·'ll l 111 ,,,.., \p:ul' .,1p 11·.1r (q ·'II I ~:-:fil .1.,qu1.,u l.,s ll1 P •'l•'ldllltl.) ."ll.,\\ put· '(I )-1(] } OJ \;'11'.l)\ltl .) l."l\ll l11 ·, 1.,,1111 j 11 ·I 1,111· \\ llj j U _\\ ,,q p.1 11 111~11,,d ,1 l."l ,, ·p,1Jo Id 111 .,111,, H' 1dHJI 1.111111 :q ) (-lo)} ,1.,.,111:111.1 .10 ,Ll.1P 1 \1111,· ~, 1 :'ltp l'I uw,111,dn ·1.1,11,1c 1 111 \111110.) plll: \1 1 l ."llj l J P ,1111111 ;-.11 :.1 n d 1n;1 ;'l ljl lll ll.l.1 ·.1,,\l}I •'111:ltl 1p1ws ,)Ill .Hll ,.1 .. ,\p:111 : .)IJIH:.1 p (q .,q I ~1'(,I \1•1~ 1111,,1 1.1 1Ju1n., ,1:" pu1: '((I.) l(!Jl) 1.,1.11,,l I 1,111un,) \llHl\:I 11111 : .,;11:1111'.I( I 111 :l!.I J l ·''II 111 J,"ll'IJIIO ."l .1;,pun ·,\111:drno) p111: •p1 11 ,,1\! \q p.1 11 :d,"'l.1d ,1:" ·1.,w.1c 1 .10 ,\111 110.1 pu1 : \11 .) ·''II _10 -.,1111 11 1 ... 1,:.h1d.111., ·'Ill tll 11 11 !(1 \ll·'~I Jl :l l.) UIO.IJ 'J,"'1\1}1 .,111:1i1 ljJl ltlS ,"'Ill\ ,Ill \p11, .... 11'i1,i10.1p,\q ,)q l, ( t ~ ,")JIJ,1 .1 ,"'.l·"}I) lh ll\l!.IOd.lO .) p111:11,1 1 I \q p,"'llll.lOJl,"1d ..i : \\ ( ~,),1.1 ,) ."l)l :J ) 110 j ],, .. ,\\ lll i\.11:)llljl.l I ) '1·'·'-1 .) p."lt1 1t:IIIIJl JO lltlll 10d 1: JtlJ ,,, \p•11t: .'t ljPl :Jp \q ,1 lj I '(LL j•\11 ? • 1 L ·ol ·c1 I ·x I ,.,;llJ;l.1,"lJ,"l}I) llll!"'I \I(! ~ll l.l."l,1111 i1 u:1 eJOJllV JO 1\\!,) ·''11 \HII: ·;l u!.!·"";,111.l u.1 .1,1u1;,J!) ·,\1wdtuo.1 pm! ~."11 .1.1,'l'J Aq p.,1u.111p;,tl ,"l.lJ\\ "'.i·':'J .) ,"'Ill!!) 110.1 J"."l .\\ ptn : ,1 11 :!) 1[0 1 1s 1::1 .,o "llL11uml .10.1 "."l"A p!t1 1! :'!1p11:.1p .\q p;,,1.,t .1 ,1q 1 ·tl l ."l :'l t1:'l .1 .-,_1,1}1) 'op1:m10 .) '1,1u110 .1 .1oq1:(h:.1 v 'uu1 s 1,,:i}1 Lll 'I\! 10 ,.,11yt'f11;,1mh1t:'l\,1(1 llll}I .1 ... ,1 }1 111 p;,uod;,.1 ,i: ·ii uu.,..,.11 1;,"u :1 .1:iu1.1J!) (q p;iul.l(~IJ.1ll ;''IJ,"'I\\ :'ll11( \lllllO.) ,1:filllll(I ;'\ll ljl!d1 :.1v ,"ll ll lll 1:.1.1v \l{llj\',"'IJ ,1;"1}1 ,"'1 11'1:,i 'l·'·'J.) ,\.1.1,111,) u10.1,1 i11qpu.,1x., '\:i,1.1 .1 i\.1.1."l ll.)JO 111111.1tH.i t? .l l~I ... 1 .. \1cu1: -'11111!.ip,\q .,1 1.1. "(91 put : ·~1 'ti ·u 'L I ·11 ·01 ,,1,"'lll;'U;'l_l•1~\) ~Xhl l"llii llV lll p,11,11dwo:'! -.,:.\\ :-jJll \\ S!llJ.. I (9 1 ·.)·t ~ \\l ~.I 'ON J;'ll:J\110.) .l,"'lptm '{ V l ~+I ) .\.1u,1ilv 111 ;,111 ... i11:uu 1'! 1\:'!ll ;'liiJ:illl :I •.1,1p ,"l:I JIil .IOJ ·,;iJt?!:-l(l"SV pm: 011:s ":l'f ,(q p."lUUOJ J,"td ."1.1:i" 11-1111~) ,1,Y \ p111: ._.p :u.) ,,1 pw1 put: poo.\\110110.) ·11 0.\ui:.1 ,\tlth:11 ·.,:i.1 1 .,up ·1 ·.\qd.111 1~ ·\,1111 l1 ·1,.11 .1.1n -;uo 1uod .10.1 ,.,s.\11:m: :-i1 1111:.111 ,\4 puu ;1 1i10101i1\q ,111 ... ·1.\1,1,11;1,..,d._,1.1'(1 1p1tlnnp ~ ,,..,Jll ;"l l,"'.J."l}!) 111:p1.1;i11~ p di: ·t1111 ... 11w1 ·;,"i,1:111 .\ plln \\ll,"'l,1J() ·pon "·'li1ll ~i ·.\Jl[I!,\ .,111 1.111m1 0.) ·.,i11 :11t .\ '1111 I \..u :,qJ ·1•1n1nv lt1J ..... 1p111s ,1.,111u 11 ;.;:u 1 pno1 ,1 i1 u11-.,1\,"l ;,111 um.:.1 ,\1p,1.11p ll;'\'11'1 ,)J,,\\ ,\.w r ,qu I ..,II p tm '1.,·".1 .J ;"IPIS pm: ·~,,.1.1.) 1:1qu11110.1 -~.1,1J .) \p;,1-.,',\\ ·~,"\"l.l .) 11l'fi\J 1,, .. \\ :-j,"'l:'1.1 _) p;,u11 ·11 11 11 ·:,i,,.1J.) •'II !!) 110.1 1..i:.~1 · \.11:111ljU.J '1."l,1.1 .) ;,11 :!) Ii'' t 1,., \\ ·:p:,.1 .) ,11ti!) 110.1 l .. ,"l ,\\ -~;,.1 .1 .1 ,"ll\!D 110.1 ·,\Jl!Jllqu.1 .. tpnos "II put: tpplD .1 .. 1nllj.l,'ll1 f 111:1s ·~.1 ,1.1 ,) pues """ll-'·''0 q.,11(1 014rs pu,: qo11c 1 ·'1l 11'S "'1 ·'111!) ,.1 11111() ·1-'-•.1.) ,\J(I ·'1111 "1 (Refe renc e 85). Lilli e Dry Creek and Tri bul ar ies by WR C Enginee ri ng, In c. (Referen ce 86), Go ld smith Gul ch by Mos er and Ass ocia 1cs (Refe rence 87), SJCD 6200 by Olsson Associa1es (Refe rence 90) and Murph y Creek by Mose r and Assoc iat es (Refe renc e 9 1 ). These an alyses were co mpl el ed un der co n1ra c1 wi1 h 1he UDF CD. Base Map infonnat ion shown on 1his FIRM was prov ided by 1hc Arapah oe Co unty GIS. Addi1i onal inpu 1 wa s pro vid ed by lhc Ci1i es of Aurora and Liu lclon. These dala are curre nl as of 200 4. The coord inale sys1em used fo r 1he produ c1i on of 1h e digi1al FIRM is Unive rsa l Tra nsve rse Merca1or refe renced to onh Americ an Dat um of 1983 and th e GRS 80 spheroid, Western Hemisphere. 1.3 Coo rdina lio n The Arapa hoe Co unl y Pl annin g Depart me nt suppl ied zo ~in g and co rpo ra le bound ary map s fo r area s th ro ughoul 1he co unty . Co nfe rences were held with the Co un 1y s1a ff on Jun e 5, Jul y I 5, and Jul y 24 , 1975. The fin al comm unity coo rdin at io n mce1in g for th e or igina l stud y of th e unin corpora1ed areas wa s held on Se pt ember 16. 1975 .Th e COE , Om aha Dis1ric1, sup pli ed base mappin g, hydr ologi c ;npul , and in fo nna 1io n on Cha1fi eld Da m for 1h e stud y reach of 1he Sotllh Pl aue Ri ve r. In addi1i on. co nfere nces we re held wilh 1hc COE, Oma ha Dis1ri c1, on Oclober 16, 1974, Nove mber 27 , 197 4, and Ma rc h 2 1, 1975 . Of pa rt icul ar signifi ca nce to this stu dy wa s a OE noo dpl ai n info nn atioa slud y of the Den ve r Metro politan Reg ion, date d Oct ober 19 68 (R efe ren ce 24) and a Fl oo dpl ai n lnfo mrn lion report pre pared by 1he OE , dated Jul y 197 1 (Reference 25). Th e U.S. Geolog ical Survey (USGS) was co nta cted 10 ob 1a in nistor ical now data (R efe rences 26 . 27 , and 28). Map s of fl ood-pro ne are as pr epared by the USGS , show in g app rox ima le noo dpl ain bo unda ry delinea ti ons at a scale of I :24,000 , were al so re viewed (Refe rence 29). At a 111cc 1i ng on Au gust 16, 1974 , nu cndcd by represe ntati ves of UDF CD, FI A, and Gi ngery Associa tes, Ju e., th e study re,chcs we re clea rly exp lained wi th the mdh odology to be use d in th e stud y. An add,ti onal mee tin g was held on Ja nJary 24, 1975. 10 fiirt her clarify 1h c purpo se of !he study nnd 111c1ho ds used for ll ood pl nin de lincat : n. UDF CD supp lied co nt our 111 aps at 2-foo t i111 crva ls fo r Bi g Dry Crc~k, Sand Cree k. nrd Coa l Cre ek al ong wi th an int erim report cn1 i1lcd Major Dra inag eway Maste r Pl an--Bi g Dry Creek (Refe rence 30). Numerou s 01her agenci es and indi vi du als were cunlac ted for bac kground info nn ati on, in clu di ng the Co lorad o Wat er Conser . at io n Board (CWCB), whic h prov id ed pub li shed rai nfo ll -n u off dau; (Refer ence 31 ); olorad o 1-l ighwny Departm en1 : Uni on Pac ifi c Ra il road ; and U.S. Soi l Co nservat ion Serv ice (SCS). Pr iva te citi ze ns of \Vatk ins, trn sburg. Bye rs, and Dee r Trail we re int ervi ewed 2.11 n.:g:irdin g p:t ~t noods. h1g h-w:ucr mark s . :rn d fl ood damagi:. Pn or 10 1h1.• .:s ltld y. a mcl.'ti ng \\:t S lll·ld in early April J CJ8 ➔ ,,11h th ~ /\1.ipahni.: Count y l-11 i:,11h:l.'ring 1)1.;partml.'nt :md UDFCD to ddinc stud y reac he s: howi.:ve r. 110 rc,11..:hi:s ,, i:n: i,knti li i:d at 1h 1..; lll1.'1.'tlll g . I hl' stud y n.:;u.:h1.·, "l.'rl.' :-i:k·ctrd at :1 111\.'l.'tmg 1n la t.: Apnl 198..J attcmkd by 1lw SltH.ly l'Ut1trac1or and 1·1-.Mt\. ,\11 intcn11l'dia11.: commlm1t y coonJ111at1011 1111.'L'llll g for lhl! r1.•,t ud y wa:,. hi..'ld 111 Jul y I 985 and atten de d by the County. the stud y con tractor and th e I· I.,~ I/\ ri:prl.'sen tati vc to ..:.,plai n thl.' r..:achi:s s1mli l'd and th l.' mi:thod s used . UD FCD provickd copii.:s of pn:viou s 111:i ~ll:r plans and llood ha :,;ird lkl111L·atiun map s th at co\'cri:d some or th e Mn:arn ri.::1dH.::-. bi:ing s 1ud1 i:d . rh c Coull!~ p1u, uh:d up -tu-d :lll' road nrnp s and t.:orporatl' bo1111cl ary map s. Fl:Mt\ aut honll.·d a cou nt ywid l' rl'~tudy for Arapahoe Co unt y in Dl'ccmha 19 85 . !-'or this coun tywi dc FIS r..:port . an i11i11a l coo rd ina tio n 1m.:c t1n g wa s nttcndl'd by FE!vt 1\: Arapahoe Coun 1y: lite Citie s o r Au ro ra . Ccntl'nnial. Chcrry I lilb Village. l.:ngh.:wood . (ikmlak. GrecnwnocJ Vtlla gl'. Littkton. and Shl-rttbn: th l' Town of Co lumb iuc Valle y: 1hr IV ·u: tn, UDFCD: M,chad Bak er. Jr.. th e Na ti ona l Sl'rvit.:c Provu:i.:r : and T\ !t..-m ck :111d Co .. the,; study contractor. on OclOhl'r 2(1. 200-L 1\1 ll\1:,, 111 1.•1.•tin g. th c co11111111 ;1111e~ wcrl' 11011lil·d tha t th..:ir FIS rep ort and FIRM ~ \\tllild hc cnnvcncd to a Di gita l FIRM (D\·11{~1} rormat. 1\ddition:,II ). str 1."a 1m; to hi." adck·cl a:-tktaik·d ~tudic , and apprn :rn11atl' Slllll i...:s w...:rl' sckrt...:d. :ind ha ~...: ma ppin g :ind topogra ph1l· 111 :1pp 111 g wa:-pro vtlk·d hy /\rap:ilHl l' Count y along w11h thl.' Cit y of Aurora . I hl.' r1.·:-1dt~ o l 1111 :-t.:\H llll )'\\ llh: !\twl y w1.·ri.: 1\:, ll'\H'd al th1.· lii1al l"o11:-u l1 atio11 Coordin:111011 Orfi i.:l'r (CCU) lll l'l'I !ag hdcl llll IJ l'l'.l'lll ht:r 18 . 200X . at the Sout hi.:a :-t ~ktro Stornm :lll'I" 1\111horit y ull'11.:1.· 111 h1 gk\,ood. Co lorado . ·1 hl' 1111.·..:ting wa s attended h) rcpre,rn tatl\<> of l ll)FCD . Fl·.~1/\. 1hc Sta te of Col orado . Fl ·.M1\ i.:0 11trar 111r, and loc:11 ro 1111rn 11111 1c:-. /\II ,.....,u1..·~ r:11~1.·d :it that llll'1.'\111 g h:t\l' bci.:11 ;uldrcs s·.·d .\IH:., S TL 0 DIED 1111:-l·IS cove rs 1h l· g..:l1 gr:ipl11c area or 1\rapaho1.. Count;-. Colorado mt.:l11d111g th e 1m:or poratcd 1m ,·1h. c11 1c:-. and co11111H111illl':-\\ ha:h foli w11h1n morl' 1ha11 0111.: co unt y a~ dl'!-<.:nh..:d III Scctto n 1.1 (l':Xd ud1n g th..: To\\'ll S or lkrn .i.:ll and llll\\ j\ lar). All or port 1011 , of th..: llo mlmg ..;o ur..:I.', lt ,11.:d in Ta hk I wcrl' ~,udicd by dcta1 k d mctimd, 111 prl'\'lllll :-i Flond li b uran ~L' ~tu d11.'S (F IS:-) i.:o,l'nng t\1ap:i hoc Cou nt )' :nul l111.:orpmat1.·d 1\11.·.1, {Rl'li.:ti.:ncl':-1 through 11. '-:X . and ~9) I I I I I I I I I I I I I I I I I I I TABLE I -FLOODING SOURCES STU[)JED 3Y DETAILED METHOD S '-tream Stream !Bea r Cre ek Piney Creek !Bea r Gu lch Prairie Dov. Draw Big Drv Creek Pr ent ice Gulch Big Drv Creek Tribuiarv A Qui ncy Guich Blackmer Gulch Rat r,im 3ox Elder Creek Sable Dit ch c.a rdbonrd Draw Sand Creek Cherrv Cree k Slaughte rhouse Gulch ,...herry Creek Snillwav Drain SJCD 6 100 ,...oa l Creek SJCD 6200 Coon Creek South Pl atte River Co uonwood Creek South Tributarv ovo tc Run Seri ne Creek =us t Toll Gate Creek Sloui,.h terh ouse Gu lch Firs t Cre ek Toll Ga te Cre ek Go ldsmit h Gulch Unnamed Cree k :ira nb y Ditc h West Toll Gate Cree k ~odGulch We st Toll Gate Crr,e k Trib ulaiv Haoo v Can von Creek Wes t Tri but arv 1\, Go ld sm ith Gu lch ecGulch Wes lerlt Cree k ·-Li11le s Creek Wes terl v Cree k Overnow -Li ll ie Drv C,eek Willow Cree k Lo ne Tree Creek Wolf Creek Mumhv Creek Wo lf Creek Tributarv Mu skrat Run Woodrat Gul ch Fo r thi s count ywide FIS, th e fo ll ow in g strea ms in Tab le I a we re either re studi ed or new ly studi ed by detailed meth ods. ·1 ABL E la FLOOD!, G SOURCES RESTUD IED OR NEW LY STUD IED BY DETAILED MET HODS S_trca ,n Limlls nf Rev ised or New Detailed St ud v Bo x Elder Creek Dow nstrea m li mit s nf :\urc rn to Jewe ll Ave . extended Bear Gulc h Dow nstream Ii .nits of Auro ra to 38' Ave nu e Coyo te Run Do\\ns tream limits of Aurora to J•well Av e. ex tend ed Prairie Dol! Dra w Co nnuen ce 10 1-70 Rat Ru n Co nnuen ce lo stud y lim it Mu skra t Run Con 0u ence lo up stream of Gun Clu b Road -Stream I .imit s of Rt·\ iscd \~" 1>r 1:1ikcl S 1t11 Woodrat Gulch Conflul!m:i.: to !_..lud y 111 1111 Cardb oard Dr:1 11 Co11flw . .:nci.: to ~tud v limit Chem' Cr,·,·k lk-:l·n·oir to Dou!..da s Cmmtv l.111i.: Link Drv Cre ek Cl.irk. ... 0 1110 Qu l'hi:c Stri.:l'l \\'dim, Cr,·,·k Conllui.:m·i: to l--ntd1..·,,ond 1):111-, -- ----, ---Cin:i.:,m ood Ciu kh l onfllll'IH.:l' tn '..!.!?.!.!..v S1r1..·d Ouin c, Gulch t'on tl ucn cc to lli ch I me Canal IJ!a <'kn,<i Gulch Co11 1l ul.'ncc to I li ch L.ini.: Canal -Conll uence to l lollv St ree t l 'rc11 1ic.: (iulch Ci old s11111 h Ci uic h lk ll c.:vil!\\ i\ \'l'lllh: to Ara 11:1ho1.! Road _J ll'e ,t Tnb Io Guld,mith Co11 flu i:1u.:i.: to P1..·aJ.., ii:,, 1\vi:1111 L' S.I C D 6c 0ll l'onlh11..·1H.:l! to kffcr'.'1011 Co11111v I in..: _}lurph , Creek ~lll:l' to Sturl v Limi l ·-- < 'h c 1T)' Creek (R ight Sta ti on X9:!9:! h t S ta\11111 <Jl 11 7 Ovcrban k S11l 11 I !011 ) -~ -------- All or po rt1011 :-. of th1..· :--11\·:1111:-in Tahli: ~ ,,1.:rl· :--rn d1 i.:d by .1pp1 0 ,1111at1..· ml'th mb 111 pr1..·, 1ou:-l·lood ln,urat Kl' Stud1 i.:, lnr Ar :t p.ihm: Cou nty and ln cor pm:Hi.:d J\n.:a, (lh:l"c n:nn ·~ 2 -11 . :--:~. S1)J. I.6_1i l I'. 2 )· I .0( )l)I N(i SOl lRCI-S , l'I 11)( l· ll B \' ,\ 1'1'1(()\1 \ I ,\ 11 . \1 1: l'l IO!)S ISll'l':1 111 IJ1.1.\ l·ldi.:~1 .. :i.:k _!!J.1pi.:r rl·achi.:~ ( 't1a~ l·i.:k ll f! ll'r rl•;u:hi.::-. Comand1i.: t ·ri.:i.:k 11>rai11.1 gl·~: I) 111 (.'o h1~1h111i.: ,·illl·: l·a ,1~11111l '1i.:d" '·01u111h1a CrL·d IJi.:1:1 I rad ( ri.:l·k l 11",1C1i.:l·k K 11m a ( 'rL·t·k I 11 1k ( '11111,111l'i1l' ( l'l'l'k \l1ddk l \1_11,11 ( .ll'l'\.. I \hdd, ('10,·k l 1111.:1 Tl',l(h1.·, 111 1'111 i.:: C ,n.·k Si.:11 ;1l' ( .ll'l'k Suk l '1l'l'k l 11111 a11wd I 11b u1ar y 10 ( \i.d { 'r1.:i:k \\ i:,t l\1 _1u u ( 'rtx:h. ll'e,t llo, l·ilkrC ,wk \\ i.:"t I oll l1 ,lll' l r1.•t·h. \\ i.:,t ·11.~I.( i,Hl' l 'ri.:d. ·111but;1r: \l 'nll'C1n·k (, I For 1his co un tywide FIRM , th e exi sting FIRM was co nverted 10 a Digital FIRM (DFIRM). Dc1nilcd ana lyses we re taken from 1h e effec tive FIRM or from exi s1i ag UDFCD reports. The exi sting deta iled analysis was ori gi nall y used in deve loped areas or areas wi 1h a hi gh de vc lopmen l po 1en 1ial. Th e existi ng appro ximat e ana lys is was originally u ed 10 stud y tho se area for which det ailed infonn nli on wa s no1 available or th ose areas hav in g a low deve lop ment pol en tial or minimal nood hazards . The scopf and me th ods of study we re prop osed to, and ag re ed up on by , FEMA, CWCB , UDFCD , Ara pahoe Co unty, and th e in corporated commu11i1 ies wi thin Ara pah oe Co unt y. Thi s update also incorporates Leners of Map R visio n is sued by FEMA . 2.2 Co mmun ity Description Arapahoe Co un ty is located in cc nlrnl Co lora do, j usl so uth and ca sl of Denver. The ge nera l physica l boundary is that of a rectan gle I 2mi les by 72 mile s, which ex lend s from near 1he foot hill s of 1he Ro cky Mo unt ai ns to 1he open pl ains of eas1en1 Co lorado , coveri ng approxi malcly 864 sq uare mil es . The Ci1y of Aurora lie s eas l of Denver, exte ndin g north inlo Adams Co unt y and sout h into Douglas County . The City of Lit1le1 on iie s s0t11 h and we sl of Denver, ex tend ing so uth in lo Dou glas Co unty and so u1h we s1 int o Jeffers on Coun ly . T~c clim ate in Lh e snidy area va ries sli ghtl y from lh e Denve r metropolitan area to th e prairie Lm1d s on th e easte rn end; but , ge nerall y, it is charact eri stic of the 1emp era 1c high plain s. The mea n annu al temperature is 50 .i"r ; 1h e mean annual snow fall is 45 in ches, and th e mean annual rainfa ll is 14 .05 inches. Wi1 h a mea n grow in g se aso n of 139 da ys, agr icu lture flourish es. Toda y. Arap ahoe Cou nt y is still ba sica ll y an agricu ltural and resi dential com munit y, with mos t of th e popu lati on co .. ·'!n tratcd in the wes tern one-th ird of 1he coum y. During 1hc pa sl 25 years , th e co u11<; populat ion ha s grow n rap idl y as n res ult of Denv er me tropolit :m area urbani za ti on and sub se qu ent ex tens ive suburban dcvelopm cnl. Co unt y pop,1'111ion fi gures for 1970 and 1980 arc I 6 I ,000 and 293,6 21 , rc spcc1ivcl y. Thi s kind of s uburban dcvc lop rn en1 pre ss ure is now , and will co ntinu e 10 be , cvidem ir, and along 1he noo dplain s of Big Dry Creek , Lilli e Dry Cree k, oll onwo od ree k, herry Crc~k , Pin ey reek , Sand Creek ., Coal Creek, and 1he Sou th Pla11 c River. Re side nt ia l grow th ha s also occ urred alon g 1hc banks of Box Elder Creek and Co manch e Creek . Th e co un ty li es withi n 1he South Pl o11e River I.Ia sis , wit h headwa ter s ex tendin g inl o 1he Rocky Mount ains 10 elev aiions of 14,000 feel. Th e waters of the South Pl all e River have been approp ri ated for mun ic ip al an d irri ga ti on usage. The Sou th Pl all c Riv er in Arapahoe County nows from so uth 10 non h al ong the we stern edge of lh c cou my . Th e So u1h Pl alle River in Arapahoe County is a conti nu ous fl owing s1ream, whe reas the tribut arie s arc intermitt ent now ing stre am s. The So uth Plane Ri ver has two major noo din g characteristi c -sn owm elt and summer thund crston ns. The tributary bas in s arc narrow and ha ve cla yey-loam soi ls. In th e und eve loped porti ons of th e bas in s, th e ground cover con sis ts of buffalo grass. will ows, and co ttonw ood trees . Deve lop ment has occ urred up to th e channel s on th e tribu taries. Th e noo dplain on th e South Pl ane River in th e pas t wa s mos tl y agric ul tural , but toda y commercial , indu strial , and re ide nti al devclopmest ha s encroached onto th e noodplain. In various :aches of th e noodplain s, deve lopment press ure s cuntinue to exi st. The county governme nt is working to retain the open space of th e noodplain 2.3 Principal Flood Pro blems Th e South Platt e Ri ve r nows throu gh th e we stern ed ge of Arapahoe Co unty in shining channel s in a broad , sha llow bed with low, nut ovc rbank s. Stream s tributary to the South Plane River are ephemeral and now in steep , narrow chann els; wherea s th ose in th e ea stern two-third s of th e cou nty now in wide , nat chm,ne ls simi lar to the South Platte Ri ve r. Shectnow occurs within the Ci ty of Littl eton on th e lowe r reac he s of Littles Creek and Slau ghterhou se Gulch. All strea ms studi ed have had va riou s stru ctu ra l impro veme nts but th e intense an d infrequent 1hund crstonn s charn ctcri sti c of the area ca n generate nood s in excess of exis tin g struclllral capac:ti cs. Th e nood threat th ro ughout the county has not been adequa tel y dclinc d and urbani za tio n has occ urred in cc r1 ai 11 area s with ou t regard to th e hazard . Maj or noods have occ urred on the South Plat c River und it s tributari es in Arap ahoe Co unt y si nce 1844. During :he period . 11 devastati ng noo ds have occ urred on the South Pl ane Ri ve r; 17 h:,•c occ urred on Chcn y Cree k; 3 each have occurred on 13ijou, 13 ox Elder , oma nci•,, and San d Cre eks ; and I has occu rred on Toll Gate Cree k. Hi storic no::,d in forma tion on oth er strc,um• in Ara pahoe Co unt y is not avai lab le. In 1844 and I 864, repo rt s rcul. "b ott om land s near Dc111 •cr were covc rcd wi th wa ter blu ff to blull'." By 1876 , encroac hm ent into the noodplam had clc vc lopc d to such an cx tc111 that on lay 23, 1876 , the Rocky Mou nt ai n Nrwi; report ed , "(Th e So uth Platt e River) was hi ghe r 10 be surc--scv crnl fee t hi ghc-r 1,c rhap s in I 864--b ut ii was not able to wo rk such des tructi on at that tim e as nuw . Th ere wa s not so mu ch town hc1c in 1864 , as now, nor as many bridgc s.11 Th e mo st signific.unt fioo ds of rece nt tim es on th e So uth Platte River occ urred in I 9 I 2, I 92 1, ! '}13, 1935 , I 942 , and 1965 durin g whi ch di sc harges of I 3,000 cubic feet per scco nJ (cfs), 8,790 cfs, 22,000 cfs. 12,320 c fs, 10,2 00 cfs , an d 40 ,300 ' res pe ctive ly. w.:-re re corded . C :r. .. , reek experien ce d a simi lar noocl his tory, w it h 8 I I I I I I I I I I I I I I I i I I I -=- £ f ,g. ~- :.: - f '~ r:. 7 .-. r. c;- 7 = r. = z = :: ~ :::: ::. [i :.: -, = ~- i~ ~ r:. = :.: ~ ~ ~ 7 ri= ~ ;, [ 3 - ;::_; ,._ .. ;;;;; ;:::: = ✓ -= r. = ff'[ ·~ = '.""· ~ ~ ~ " r. r. r. ~ r. r. ~· ~ t·~ i =-,._ r ✓ 2 s ;: ._ ,.._.:: [i: [iH;tHU -r-. '.!. = HH itt; ~-?." § ~ HH ll 1 ~ 'Ii~'! =-~ ,. ~ HH V r-:..,., r. ~ ! l i ·W m ,_ i~l!i mm ~~~!I.~ lifil~ i~t ,f f.~ ·mn ::: -r-. c.. ,.._ l. ~.~'~ ~ --=--=-; ~Ii i~;~ 'J• 7 ~ ?." 2 ~ c:: ~ P." = =~ -~ ~-~ r. r. r ;:: r = ;:: r: :✓ c.. s :.r. ,I Ii =: ,-rr- C. 2 :::: ~ ~-~ ;. :;; -✓ ~rt if.~ C r. = r. r - ~ ~ 2 trl :~f [ r-. c.. 7"'17 -r. ::; ?'" -,; ~r~ ,., ✓ :.... 2. ~ :Ji . C -== ..:;; =:; t; ~ . ~-. -0 ·~ .... ?O _;;. -= -=-r: '. ... "'? :::.;=. --· :~ g ?''.'.::. 2 _., .!. -?: . • g g , C .;;-7. ~ r. ',' ,,, := § :nt end ed for irrigation storage. was comp leted by th e De nve r Lan d and Wa ter ompany o n Cherr y Cre ek , 35 mile s ups tr ea m from De nver. Th e dam, wit h a s torage capaci ty of 4 billi on gallo ns , was mistakenly re ga rded by many as prot ection agai nst delu~es. In August 1933 , th e da m burst und er press ure of wa ter fr om sev ere thund erstorms in th e upper Cherry Creek ba si n. Flood- control measure s were tak en on Cherry Cree k in 1936 with th e com;,letio n of th e $800,000. 55-foo t-hig h Kenw oorl Dam , 5 mil es so uthea st of Defl'. er , nea r ullivan , Co lorad o. De spite it s apparem guaran tee of sec urit y, Ken wol'd Dam ·.vu, not regarded as the comp lete answer to Oo od co nt ro l on Cherry Creek and was aba nd oned. In 1950 , Cherry Creek Dam was cons tru cted jus t up str ea m of th e fo rm er Kenwo od Dam at a cost of S20 mill ion. Th e dam spans 14 ,300 feet a,ross the creek d i a height of 140 feet. and now s~rve; •h e community as a par k and water rec re ati on area as we ll a ; u rttrirding barrier for fl oods mu ch large r th an 1he eve nt of June 1965. Cherry C ·eek Dum wa s desig ned nnd built by lhe OE to s tore th e Standard Project Fl ood, which is approxi mately equiva lent 10 th e 50 0- yeu r fl oo d. The dum elim inates th e fl oo d potenti al fr om 385 sq uare mil es of th e total draina ge area of 409 sq uare mile s. With the hi sto ry of major fl oo din g on the South Pl a 11 e River through 1933 , cu lmin atin g in the planning , de sign , and co nstruc tion of the Cherry Creek Re se r·,oir in 1950 , c iti ze ns o f th e Denver metropo lit an area saw th e need ro r an additional flood-control s tru c tur e o n the Sou th Plalle River , ju s t dow ns tream of th e co nfluen ce with Plum Creek. Durin g th e I 950s, th e pl an nin g and desig n for a fl ood-cont ro l rese rvo ir were co mpleted for Chatfi eld Dam . Al tlrnt tim e, howeve r, fund ing wa s not av3ilab le to initi ate and comp lete co 11 stru c1ion . The Ooods of 1965 changed th e mind s of ma ny concerning the need for th e s tru ct ure . The los s of 8 lives and property dama ge assesse d at S300 million in th e Denver area prompt ed th e rel ease of fund s and co nstru c tion began . In 1973, fina l c losure of the dam wa s made and the facility beca me cap abl e of storing tribut ary Ooodwate :. Al l the related r..:scrvoir improve ment s, in cludin g recrea tional fo cilitic s, be came 1otn ll y o perati onal 111 I 976 . Chatfi eld Dam is loca ted ap prox imat e ly 0.5 mik a hove the Ci ty of Li11k1 on corporate lilTi ts, in Douglas an d Jeffe rso n Cou nt ie s. Th e re ac h of th e Sou th Pla11c Ri ver lying wit hin Arapa hoe Coun ty will sti ll cxpcr il.!ncc flooding from tributary stream s nt Lit1lcton :111cl down strl!am . To ass is t th e COE wi th needed nood -con tr ol measures alo ng the 6.4 mile s of th e So uth Plalle Ri ve r that li e adjacen t 10 th e it " or Li11l c1o n, in Ara pahoe ount y, cit ize ns of Li111 e1011 voted in 197 1 10 prov id e f'und s 10 ass ist the OE in imp lemen tin g a mutua lly sati s factory proje ct for fl ood contro l (Refere nces 32 and 33). In 1984, the City acqui red and an nexed property in cluded wit hin th e 100-yca r floodplain limit within thi s 2-m il e reach , and plan s 10 retain the mral , ope n-space environmen t of the area . On the remaini ng 4.4 mil e s of the Sou ,:, Pla11e Ri ver th at ·re loca ted in Arapa hoe Cou nt y and the City of Lilllc ton , the OE had proposed a ~•:uctural solutio n 10 fl ood co nt rol , incorporatin g channel ization and diking. S ... :c lund s have been ap pro priat ed for ri gl1t -of"-way ilcqu i:;•li on and con stru cti on1 for the I I I I I I I Jllllplhl' \lr 1111, ,111dy. h.1, hl.'l'll l'Olllp!l.'·.·d. l h1.· rl·,ull111g rh:111111..·\11:tllllll pw.11..·r t l'l llll .1 11i-. thl· :ll'l'l..'!111.'d 100 -:1.'ai tlm1d d1 ..,d1arg1..· and. thl'rl..'l·,1r1..·. th1 , ,1..·gm1..•nt \11' th 1..· n\1.:r pr1..·,1..·ni.. m1111m.1\ lhH1d ha1ard tt1 thl' rnunt\ and alfrrt1..•d l'lllllllllllllll1..', I Ill' l Ill ('I) ,111d C11 : or l 1t1ll.'ltlll rn11,trm:l1..·d a IIHl-:1..·ar 1..-;1 p.1r11: ,.:h,111111:I ln1 I mk:-. l rl.'1.'k frnm 1h r,mllul'll1..·c.: "11h !hi.' '.-1,iuth PLl !h: R1, l'r 1l1 thl.' r.1drnad ,:rnrnlnr I hi.' l'Dl·CI) .111d (.'11: or I tttl,.'hlll l'll ll :-lrlh,:ll.'d a dl..'ll'lll1011 r.11..·tl1t: 111..',ll (ir:111 1 Str•:l.'t and ,hrnn ,1..'\\l'I' u1i...1r1..•;u11 .md do\\ll:-.lr1..·.1111 011 S\,11 1ghll'rho1i-.l.' liukh to r,:du1..·1..· th1..· fr1..•qu1..·11 r: and ,1..•, 1..·ru, ,11' l11.\1hlt11g. I hi.' l \1h1rad1.1 lkpart1111..·11 1 nt' ·11 ,11i-.rh11tat1nn n111,tru1..·11..·d ;1 iOO-:l.';11 t:.1p:1r11: hn, l'uh1..·rt 011 Sl.111g hll.'rl H11i..1.· (,ukh f111111 1h 1..· i..;,Hllh Pl.tt t1..· R1,1.·r to up,1r1..·am ,if Santa h· d11\I.' ;i.. p:111 t1 I a ll,lll~J1llrl,lllllll jll ll.]1..'l'I. J\ 111:qrn llond ··trnl ,1ru1.·tur1..• 111 th1..· C11: or :\uro1.1 i.. (..)111111.:y D:1111 •111 \\'1..·..,1 I oll ( iall' l rl.'1.'k. "! ".i... l'11111pktl.'1J 111 l 1>7-i Tl11..· d;un and rt::-l'I"\ 0 1r :--1..·n 1..' .1, a watrr ,h1ragl.' fo1.·l1 11 y ,l!ld pr,1\Hk· :1pp1U\llll:tl1..·l: -i,5000 .tl'II.' r1..'1.'l tlt' :-.HH,lgi.: fo1 lltmd l'llt1tn 1\ 1'1 11.: dam eC111tw l, the upprr 4 .5 ,q11:ll'1..' 1111k, t1fth1,; d1:1111 .. :_!I.' b:1,111 . l he l ll)J ('I) and li mn tll l olu111b1111.· \':till:: nm,1rue 11..·d ;1 I00-:1..·.11 Lll',ll'II~ ...:h 11111i.:I on l)utd1 ( ·11..·1..·J.. th,111 lhl· "1ll1th Pl:111 ,: R1,l'r 111 l'latll' ( :111~011 1)11 ,1..· \l,1101 d1:1111;1gl'\\,1~ pLln11111~ 11..·p,11i... h :1\1..' h1..·1..·11 l'0111pk11..·d lilf all nl thl: 111.1111 1 l1r.1111:ig1..·\\ay, 111 1!1i.: p11pul.111..·d :111.'.1, ,11 1111..· l..'11 11111, I h1..·,1..· 1qhlfh 1k,1g11.111..· ,ar1P11, ,trul't111;1I 1111..·.1,1111..·, :ind 111 111,t rul·tu1.1I ;11..·111H1, 1h :11 \\1111ld he appr,,pn.111..· lt1 .tlk\ \all' IMll'III ti 1l1111d d:11 ll,l!,'.l' .1\011g 1111..·,l· ,1··1..·:1111, I u, th1..· tl,1t 11 lirn• "'tll\:1..·, ,111d11..·d ll\ 1kt.111L\I 1111..·11l11d , 111 till· 1..·,1111111u1n1~. ,1:111d.11d ll\dtnlPgi...: and h\d1.1 11hl· ,tud: llll'lhod, \\1.·11: 1N·d 111 d1..'ll'rn1tr11: lhl' ll1111d h.11:11d d.11.1 11..·q11111.·d ln 1 1h1, ,tud: l·h\11d 1..'\l'llh 11 1 a 111.1µ1111U1k th,11 :111..· 1..'\j'l..'l'll'd 111 he 1..·q11.1kd Pt 1..'\1.'l'l'tkd lllh.'1..' tlll 1h1..· ,l\l'!.!~1..· dutm ~ .111 : Ill -. "O-, llltl -, 111 .:;no-\l';ll p1.·1111d (11..'l'lllll'lll'I.' 11.:,.·n;ill h:l\l' hc,·n ,1.·krlt'd .1, h,1\111~ ,p1..·n.1l ,1!.!111 til..':1111..·1..· l11r llnodpl.1111 111,111.1µl·111 1..·111 ;111d llll l111t1d 111'111 ,lllll' 1,l h:, I h1..·,1..· 1..'\1..'llh. l11111111u11J: ll'll\11..'d thi.: \It. 'II. 11111-. ,11111 5011-:l·:11 111,,111,. ll,1\1..' .1 Ill. 1 1 .111d II 1 p1..·1r1..·1111h.11lli.:.11..·,pl·~1 1,l'h ,ii h1..·11H' npi;tkd ,,, 1..'\l'l'\.'tk-d du1111µ ,111\ \1..\11 \lthou~h th1..· ll'L'lllt1..'lll"l' 111\l·n.il 1l'p!l''1.'llh 1111..· l,111g -t1..·1111. .1\1..'1,l!,!l' p1..·111lll h1..'l\\1..'l'll l11 1,1d, ol ,I ,p1..·r1r1,· 111.1µ111111d1..·. l,lll' 111\,,d, r,111ld 11n:1 11 ,II ,IH•rl 11111..·1,al, 11r 1..·,1..·n \t 1t h111 llll' ,,1m1..· \1..',11' I hl· 11,k nt' 1..·,p1.·n1..·111..'111g ,1 LIit.' l111tHI llll'l1.\1,i..'., \\l11..·11 p1..·11,1d, ill grl'ati.:1 1!1.111 I :l·.1r ,IIL' 1.·11 11 ,1lkll'd I 11r l.'\;1111pk . th,· 11 ,J.. 111· 11.1,111 !! :i 11111,d \\hH.:h l.'qu,11, 111 1..'\l'.1..'1..·d, 1111..· l-pl'll'1.'lll-.1111111.d-l..'h.111ri..'. lh111d 111 ;111: -itl -~1..·.11 p1..·11od 1, ,1ppll1\1111:111..·l: -10 p1..·tl'1..'ll \ f -1 111 \(II. f,11 an: 'J0-\1..',lt p1..·11od. th i..'. 11,k 111r11..-.t,l'' In .1pp111,1111a11..·ly (10 111..·rn·11 1 (!• 111 HI) 11 11..· .111,il:..,I.', 11..·p11rt1..·d 111..·1 1.."111 r1.·lkl'l lh11ul"1 µ fltlli.:1111.il, b.1,1..·d 1)11 r, rn\111 1111, l'\1,11ll!! 111 1111..' 1·1111111111 1111: ,ti lhl· llrlll' 11r l'tllllplt.·11n11 or 1111, ,11ul~ \ lap, :11lll ll1 ll11\ 1..'k·, .1111111, ,, 111 he .11111..'Thk-il ' p1.·1111d1 1..·,1ll: Ii' 1l'lk, I l111u1 L 1..'h.1111,!1..'•, II j _ I Hydrolo gic Anal yses Hydrologic ana lyses were carried ou t to es tabli sh the peak C:i sc hnrgc-fr eq ucncy relati onship s for ea ch noodin g so urce stud ied in detai l affectin g the geogra phi c area of Arapahoe Co unt y. Recorded nood in fo rm at ion fo r th e majo rit y o l' the stream s studi ed by deta iled method s within Arapahoe Co unt y is non exis tent. Goo d records do exi st for the South Pia Ile Ri ver and hcrry Cree k. Du e to th e co nstru cti on of Chatfi eld Dam. th e reco rd ed information on th e Sou th Pl a ll e Rive r is no t app li cab le. As a res ult , sy nth ctic a l 'y deriv ed hydrographs were co mputed to de termin e poten:ial noo d magn itud es fo r th ose stream s with relativel y small drain age bsins in th e Den ve r mc,ro polit an area . The se hydro graph s ren ec t th e effec ts of prec ipit ati on, grou nd cover, slope, dra ina ge area, an d other ph ys ica l chara cteri sti cs of th e draina ge ba sin s. The sy nth etic hydrograph method wa s used on Bi g Dry Creek, Piney Cree k, Co tt onwood Cre ek , Mu rph y Creek , Cherry Cre ek, ,,nd So uth Pl allc River. Where ava ilable , hydro logic da ta we re co mp ared with other tudi es comp leted in th e area (References 30 , 34, and 35). For th e large draina ge ba sin s to th e cas t of th e Denv er metropolit an area , n ood ma gnitud es for th e se lec ted freque ncies we re co mputed usin g th e USGS reg iona l analysis outlin ed in Wa te r Suppl y Paper 16 80 (Reference 36) for Region B, Arca 10. Th e re latio nship between nood magni tud e and rrequency, as portrayed in th e compo s ite frequenc y curv e in Water-Supply Paper 1680 , was ex trapolated to give u ratio of I 00•yeu r nood di sc harge to mean ann ual di sc harg e as th e ba sis for the re gional curve in Figures I. 2, 3, und 4. The strcn ms whose hydro logy was derived from thi s regional analysis we re th e upp er re ac he s of Pin ey Creek and Coa l Cree k, Lone Tr ee Creek, Se nne Cree k, 1-05-441 2 Creek , We st 3ox Eld er Cree k, Box Elder reek , Kiowa Cree k, Wolf Cn.-ck., Co manche Cree k, Lillie Co man che Cree k, We st Bijo u Creek , Middle Bijo u reek, and De er Trail . reek . Thi s cu rve wa s use d as J co mp uri so n fo r yn1h cti call y ge nerated hydro graph fl ows for cnc h stream in th e stud y. For so me strcnms , tb c I 00-ycar nood disc harge generated by hydrogrnph meth ods is hig her th an th e curve wou ld indicate due to the cfTcc ts of rec ent urbanization . The So uth Pl ane Ri ver peak di sc ha rges for the I 00 -and 500-yea r noo ds below th e dam were com put ed 10 re ncc t in fo nn ati on on the opern ti on of hntfic ld Dam . For that reason , th e So uth Pl a11c Ri ,cr docs not mat ch th e USGS reg ional dal<I . Rainfall data for th e synth ct ,c hydrol ogic nnnlyse s was take n fr om the UDFCD rbn n Stonn Dra in age ritcria Manual (Reference 37). Synth eti c hydrograph proced ures used in th e study includ ed th e Co lorado Urban Hyd rogra ph Pro ce dure (CU HP ), outl ined in th e UDF CD Manua l (Refere nce 37), and the COE HEC-1 Flood Hydrog raph l'ucknge (Refe rence 38). The 500-ycu r floo d di sc harges for nil dctnilcd-study st reams we re ch ecke d by straigh t-line extrapo lati on of frequen cie s 12 I I I I I I I pn:\'IOU~ly dL'll'rJllllll'd ·,1ng thL' prm:..:dlll'l' or lh l' LISGS (Rdi:rL'tu.'l'!-~7 ;rnd .'h). and rompan.:d 1(1 thi: f \ t;1andard PrnJL'CI 1· luod data \\ h...:n :n ailab ll'. I lydro log.11.: :ina ly:-.1..·, 111rludi:d 111 thi: 1·11,od l n!--uram::L' S11 1d1..:!'-for lhL' 111rurplirati:d rn1111m111111c!'-of Aurora. l hi:rry I !ill, \'illagl'. I lltll'hm. and' ShL'nd.m \\ i:n.: inrorpnrall•d 11110 th1..· f'l'-.tudy III thi:1r L'llllr..:ty ,, 1th thl' l'\L'L'pt1011 of !-lfl.':1111!'-or ponto n-. \Ir ,11\•;mi-. \\h1 ch \\l'l'L' !--lllll'l',l'lkd h\ rnor...: up-h1-d;ll1,.' 111!(1rn1.111011 ( l{i:frr1..·111:L'-. ~-3. and 5 through lJ). In add111011. h)chvlogit d,11:1 from ,anous ...:ng,111..'l'nng rL'porb (d1,t11:,,:,,1..•d 1ri Scct10 11 7.0) \\'l'rt..' U:,,l'd L'.\ll'lbl\l'ly 111 thL' rt..'!-tudy or Ar:ip:iho~· Counl \. T hL' 1111..'thotb 11:,,l'd in t. L':,,L' rq1on .:lmk CU I IP. ~II l\_',\T. and Storrnwata ~l:111ag1..·111l'lll ~hidd (Rcli:rcnccs 10 . 11.11.11.1-l.15.and 16). l\•:tk d1 :,,1.::har gL'-drainagi: ::rL'a rl'ia1i\m :;h 1 r:,, for thL' !--ll'l·:1111-. studkd hy dl.'t:iikd 111l.'th0<b within 1\rapalh 1L' County. L'\L'l'!ll Spnng L'n.:1.:~ and SJ('I) 6 I 00. arc ~1111\\ 11 111 TablL' J and Figure:-. I. 2. 3. and -L .q :.:i . •1 ' \ \ \ ,:·:,u:JJ:, UJd I IJJ Jill'l' J~!l:ll1S O ~•:Jn \ \ ' C/) "' u., w > w {l' C: :::, u u - "' O'. " Ci'. O'. w •"f :c .l u u C/) 6 "' '--Lu w u y 1,1 )"!CURE 1 r .-,-! :...;__; I i ! ; ; I ~ :: : : 1· ~ ~ C ~ '•' · O U ' z ~ ~1, ~ i ~ ~ : : ! ~l.l::? r::Jj:Jii:~. ,~-~_=_==;!! !:-I::::.: ., .. r::: [', I•, I , , , ,-'+,'h~, rrir-! !~-; ;; ; ;;.~ ; ; : •· Cc. litr{ .. : ~: '.:.;. • .\ < I. j · '. ·:: j .:::::::: ~-\~!. I I.·:. ,_ . . . . . . . . . .-~· 1 : . I .... • • • • • "t. .I \ '. r---•--r~-~ I zr-+--\--,-rt..,. rr-t,,1-1,1r--r--r-1 r1 '!' -~•.,-11~ r,.µ : .. ,i ,,-i,i ,4:J..:.:--~t r -i.,,,j . : : : : : : .. ! . : , : , ! : : 1 j:;: : , ; \' I:,:, LI : : : : : ; ; ~:: '.~ E /Li: 1 j l: ; ' . ! : : : . : : : . : : : ! : : : : : : : : · i · : ·I: · : · : : : • , ..... ·:.'..:::1;:·• ... , ·:: 1:'l.i"il 1:/ ;:,i;~::r· : L: : JT1·:1 LI --L--__ U_,__,_.LI..L.W..,. :..:J. (ONOJ lS Hld 133J J !O nJ ) l~HVH JS 10 ~Vld ~-~"' c:~ :;E ~ <C « => ~ - Cl) w > ~ a: w ::, w u a: <( u w a: >-<( a: w 0 I!) <( I!) z (Il -z u 0 z f-w f-::, 0 0 u w a: LL > u ~ "' " <( o:;'; ,.. 2 Lia: ~ >'<( w f-0 "' zw <( :Jf- " Q<( <( u a: :; wO > 00. u :c"' ~ <lo "' a.LI a: <(~ ~ "'o <lz _, <( " ffi 0 ~ FIGURE 2 ,o coo 1rr:-r:rp1::::::r::T::i::JiRJA r r , 1--~--:-_,_::1~:'.j:j~:=:f:~:,~[:i~:_ 1 G 000 :i~;[]:f~:::0.t ~~::t: .; L-...--·•-i---·· s ~ ~ 12 000 '-" = <r « <r = ~ '-' c.. = -~ = ~ « ~; e O ... tJ J 000 L__ .., G) C: :D t'1 "' FEDERAL EME HGE N CY MANAGEMENT AGENCY ARAPAHOE COUNTY.CO AND l~I CORPORATED ARE AS ------· l ·····-··1····-··➔-· ...... -: .. _ .. , .... , :-; !.: _.T·······R ; :~:J±/4~~~¥L.:J OR~ I ti AGE AREA 1SOUAR E MI LES ! :, ,o ,, (:) MURP HY CQEE!t ......, l It T': CO M.\N CHE \./' CREi.A --USG S RECIO N.l.l .OD YEAR DISCH ilR GE I LJ TO DRAINAGE AREi. CURVE FR EOUENCf-OIS CriAR GE , DR AINAGE AREA CURVES MURPHY C REEK, LITT L E CO MAN CHE CREE K I I I "' I I =~ "'~ "' <"' "'= '-' C. ~ I -~ C = I ~ ~ = '-' C. .., Gi C: "' M ... "' => '-' ~O !100 4 ~ !l:10 10 00:1 10 ODD Ii, DC C F : ' ; : : : : : :::::::::rr:r:qr: .: .. ~::::::F:;:.::--l::-r. ,: 1.: :::~~~:j;::: E-' •·r---' -+I-"-''---+'-' I ''-11-'-' +I'+' ..µI, L ••• ;:l:~~s:• I ''' I ..... ' .. :j:-:-:, ... ~~l:-:::::::;;~ I I p . II I I ' '' I 'I I I' I I ===-.:.j'=-~ :::1.:~::t~:j~jlf-fip.:~---1-t I l :: !Ill!~ :~?~:t~::J:j_ ~--r:---~·-··"-· ,Ei~~[~~t i ,J] ·•ct:~~F1• P-:"'.'---::.:.i.~.3~:::::· .. :-,.:::.::: ··· :·1 fa.i C ·· 2: r-n ~ :::::.: ... ,.~ .. 8 1·· ',·.il.. ............ r, .. -:-. .1 .+4 ' .... ) • . ·1········ ···1 0 ·51 ii OU CP -----• -• ... , .. •···'f··· • •·•·•· ::::1=3-i • . • ·1 . • ... ·• • • I ( J t.A ,~-r:·:.;:::::··:.'..:' .. :.~: .. : : .. :·.:1l 1·:l:::12_~::.:: :::::··:::::::::.:j () .,, m" ""' L.;.J ~~~-~-•···!·-~---~ L..1._! -~ --u S G S il(tlDNtl I(, OR;!NIG[ AREA t SOU~RE ~ILFS 1 )00 !~t; Cl ,OR o,sc,u.RG! ti TO OFil NiC! UEl CURV E FED ERA L EM ERGENCY MArJ:.GEMENT :.GENCY A RAPA HO E COUNTY,CO ANO INCO RPORATED AREAS FREOU ENC Y·DIS CHAR GE, DRAIN AGE AREA CURVES PIN EY CREEK , CO MA NC HE CRE EK WEST BIJOU CR EEK , BOX EL DER CR EEK TABL E 3 -SUM MARY OF DI CHARG ES Peak Di scharges (Cu bi c Fee t oer 10% .lli 1% Dra ina ge Arcn Annu al Annu al Annu al Floodin n Source/Locatio n l~n unre Mil es\ Chance Chance rtmn cc Bea r Cre ek At Mo uth 22 4,170 6,920 8,150 Bear Gu lch At Mouth 19.8 1410 436 0 63 00 Big Drv Cre ek Above Winderm ere Stree t I 1.0 5,100 7,000 8,100 At Co nfluen ce with So uth Platt e Ri ver 19.0 7,100 9,100 10,4 00 Al Litt let on Boul ev ard 19.5 7,000 9,250 10,400 Bl ac km er Gulch At Co nfluen ce with Green wood Gulch 2.3 1,390 1,850 1.950 At Co nfluence wit h Ouin cv Gu lch 1.5 780 1.040 1.1 00 At llo ll v Stree t 0.5 385 500 540 Box Elder Cree k Upstre am or Cov01c Run !73.5 78 0 5.52 0 8,760 Al 1-7 0 16~ 5 78 0 5,560 8,8 20 Al Upstream Limit of Stud y 127 .2 78 0 5,590 8,88 0 Ca rdboa rd Draw At Mo ut h 2.3 27 0 7 10 990 Cherrv Cree k At Dow nstrea m Limi t of Stu dv 340 10,3 00 3 1.000 5 1.000 169 3,3 00 9,300 13 ,300 Ch errv Crr -.'· S11illwa v Drnin Al Mout h 1.9 6 10 2,100 3.1 80 Cherrv Creek /Ri •ht Overb ank Snli t Fl ow) Al Arana hoe Road --I 2.0 90 7,077 Coo n Creek At Confl ue nce with Dut ch Cree k --.. --2,9 00 Coyote Run Al Mouth 28.7 1,750 I 5,960 R,6 00 1-70/U S-36 17.0 1,680 4 960 6,94 0 Be low co nfl uc ncl! wi th Woodrut Gu lch 8.5 96 0 2,840 3,970 I 8 econd) 0.2% Annu al Chnnc e 11 ,28 0 10200 13 . IOO 17,2 00 10,750 2.330 1.33 0 64 0 15,000 15,100 15,200 1.520 150.000 63 ,00U 7.700 62 ,2 11 .. 13,600 10,8 00 6 130 I I I I I At ~\(IUt h :\hm c: ConllUl'lll:1.' "ith Sahk 0 111..°h (i111ll~:11ith Gukh \\\•,t Tn bu 1ar, 111 (io ld,11 11 th (iukh :\t Ord1 :11d R11 ,1d I Li pp: C .111yo11 Cti:d-. l !-, n l Cm1th1i:n1.·I..' ~h ('hl·rr: ( rl'L'i-. lmll·',<11."d \1 C1111 1llll'IH.:l· \\ 1t h "-1Hllh 111,1111..' RI\ 1'1' I 11t k ll1 : (.ll'l'II. ( J.111-.,011 '1111.'l.'I I 11 :;,111 ',trl.'l'I l llllk1l'll,1 ( 1111d u 11 I nll,lllrl' "\l1uth l1l.111i.: R 1,1.·1 ('i ,n ll ui.:11n· 1 t llll' 'I I L'l' ( 0l l'l'I-. ~n-.trl',1111 01 \1,~p .1h11,•_,\1:rn •n Run,,,1:__ \t ( hi:n::_~·rl'L'i-. lh·L i\1l',1 l h ,u 1:d,11: ~l urph: l 'n:,:1-. \t ~l 1,u th J.-4 ::! ::!:-i I O(l I JX I ~.h I J 1 1 ' - I ~ 2" , ~ {ll, 2-11)(1 . :i- I') 1.,00 ::!,4()() :!.TS 3.450 t)J5 1.280 1.4-15 1.800 4~X :-:76 1.0,0 1.732 ~I:! .n~ .\.\-1.1 70 1.270 I ,'l50 ' 50 3,051) -~ 5.10 ,40 1,111111 1. 1XII ~ 2.550 :!,750 ,_,~ 1.-00 2 .. 100 2,4-;o ~J{()O 1.111111 131H) l ,lllltl _ 1.X~ I -,_ .. I \_(11)1) -I I "1111 j 2."11(1 2.1mn ·l.5011 I 1.:...t)lt I 2. •oo 2.X OO 1.200 I ',2.," ;_1.::11 ,i .°'\11 ;:;_11-0 C 2.2-, ;,21l1 1,-;..io °'.'lhll 2. 1;;;0 1,1\il 1,MiO t,,111111 2.--i.,,t• 1_.120 ,,,.r ,,. .. 1 x;;;o __ 1 .:i-' 2.11110 -.. r __ __ T r -4.150 l ::r -.. Drainage Arca Floodino Source/Location /Souare Mi les) Pra irie Dog Draw Al Mout h 6.3 Prenti ce Gulch At Mouth 0.8 Ou in cv Gulch A1 Con llu cncc wi th IJla c .. ,1c r Gulc h 0.8 Al Sout h Be ll aire Street 0.4 Rat Run At Mou th 2.9 Sab le Dit ch Above CtJ nflucn cc wit h Grnnbv Dit ch 1.46 At Co lfax Avenue 1.02 Sa nd Creek At Mo uth 147 At Co lfo x Avcmn. 97 Slaughterhou se Gulc h At Co nnu cncc with So uth Pl.Ill e Ri ve r 2.0 Sou th Tributary to Slau~h1 crh ousc Gulc h At Co nfluen ce w/ Slauglu crho usc Gu lch .37 SJCD 62 00 Uos trc am or Platte Can xo n Roa d .. Sou th Pl atl e Ri ve r Approxima tely 10 0 Feet Dow nstream of .. Co nfluen ce wi th Bea r <:reek Ju st Up·,~~l!am ofConnucncc wit h Be ai .. Creek Ju st Dow nstream of Co nflu ence with Big .. Dr y Cree k App roximate ly 100 Fe et Ups tream of .. Co nfluen ce with Bi g Orv Creek Approximately 100 Fee t Dow nslream nf .. Cu nfluenc e with Dulch Creek Ju st Ups trea m o f Co nflu ence with Du tch .. Creek 20 Peak Di sc har~e s (Cubi c Feet pe r Seco nd) w. lli I lli 0.2% Annua l Annual Ann ua l Annua l Chance Chance Chance Chance 850 2,200 3,020 4,600 640 87 0 920 1,030 · 610 8 10 850 1,000 32 0 420 445 550 440 1,120 1,5 30 2,310 9 10 1,2 50 1,40 5 1,760 730 1,030 1,030 1,410 10,000 22,000 29,000 55 ,000 6,700 15,900 21,5 00 45 ,0 00 1,400 1.700 2,000 2.900 438 52 0 550 72 0 .. .. 2 280 .. 4,900 10,900 14 ,600 25,000 4,900 10,300 13,5 00 23,000 4,300 9,500 12,700 22,000 3,3 00 6,900 8,900 15,000 2,70 0 5,000 6,400 10 ,000 1,3 00 2,20 0 2,700 4,000 I I! II' I I I I I -----------1 l'e,,~ lli,d1 ,orue, (C11h 1c Feet 1er S,·e~ 1()0 0 :!0 ,, l:o ti 2°.!1 ,'ln!ll!d l {\!!illl,d t\.!illl!ill !)11!!!.!.ill Fh,o d1n !.! SL1l1n:I.' l _o1..',!lh111 ( han l.'c Ch ;mi.:L' _Ch;1111;.c ( hann · I ~tcrnc l'.or~"·" ! t, er tl ,m 250 h:1.'I d,n, 11,trL'.llll \1 !' Suuth Bro;H h\ .1~ 12;-: ~r,t h.:C:r1,•1.•k I \t i\lou th -41 -4,-100 15.500 ~-4.0 00 57,0IIO :\,1.•n11c _1 .1.7 -4.tl)fl 1.1,900 ~ 1.cOO 5~.0011 I ~.Q 2.950 I0,000 15 .2 00 ~~ Hdo,, (\1n tlui:n 1.•1,• ,, 1t h Wl.',t Tol l (i,1IL' lh 1) 2.X OO 1),-41)() 1-4.-llJli Tnhut .i ry 1-1 X 2.\50 "i J OO J.l I _LI.II~ =-t I -4' \.!flil I i 2 (1 -I <olO 1.1 00 _7,-111() \hm L" ( onllucni.:-c ,,11 11 \\·l'..,1 I 1dl ( ,.11i.: 1,-1211 .1,:,.0(1 i .50 0 IS.5tin l J\.'L'" \1 1 ·011 1l 111..·11c1..· ,, 11h "'1dl' ( r\·c k '') !J,111 1 -; -IOU X.100 I 1J,I OO rt 1111,lllll'd ('11..•ck t I I nbut.ir~ 11 1 \\ c,t lnll (1,1ll: ( 11.·\.:l-1 l \I """th 1,1 I.ISO \,1100 h ,OIJO 1--L200 \\'1.·,11.:il ~_C 11."d I t II .\\1,'IHll' ]fl X 2. ~{It) --1 ,2110 5,01)0 (1 ,XllO \I [1 ,111 d ,\ H ,; \ 1()(1 I I °'0 1,,,;o 2.h,;O r \\-1\],1\l ( 11.'l'~ l Jhllt',1111 ,,J I 11'._'.k\\t•,,d ll.1111 lj I I (1 .-IOO \\ ,•11 d1.11 t 111k b \t ~l1Hllh 1 I .,-o 1.2 \0 I .",II 2.7-10 \\'t,]1 { '11.'1..'~ t I p -.lh.'.lll~kr-.1,lh.' 70 S2 2 -1.-IX " I0,(101 l-l,hX(1 2 -1.l}h(l \t t'1111 tlul.'11Lc \\1 th\\ ult 'C1,:d I nhul,11'~ -, -.).27:--. 111 .2n 1-1 .1(1(1 2-Ul:-i 2 ~ \\'11l 1 Ci el.'~ ·1 r1h111.u: l \1 \h,u th '" ,;-1 I.IX,; 1,;-:-,, 2.hS' ll.11,1 11,,1a,.1:· \ ':"du ..: ,, .1-. n1 r,1p nl.1t1:d 21 3.2 Hydra uli c Analyses Analyses of the hydrauli c characte ri st ics of fl ood in g from th e so urces stud ied we re carried oul to pro vide estima tes of the elevat ion s of fl oods of th e selec ted recurrence int erva ls. Use rs should be aware th at fl ood elevations shown on the FIRM repr esent fo unded whole-foot elevations and may no1 exac tl y refl ec t th e elevat ions shown on th e Flood Profiles or in the Floodwny Data Tab le in th e FIS report. Fl ood eleva ti ons sho"•n ,m th e FIRM are prim ari ly intended for fl ood insurance rating purposes. For constru ction and/o r floodplain mana ge ment purp oses , users arc ca uti oned to use the flood elevation data prese nted in thi s FIS report in conjuncti on with th e dat a show n on th e FIRM . Water-surface elcva ti cn of fl oods of' the se lected recurrence intervals were co m~••t ed throug h th e use of the COE HE C-2 slepbackw ater com puter pro gram (Refarence 38). Starting water-su rfa ce eleva ti ons for the tri bmaries of th e South Plat .e River were take n from previously comp uted stage -di sc harge relationships whe11 wo ilabl e. In many cases, con trol eleva ti ons we re shi fted upstream 10 bridges o; cul ve 1•s. Where no other information or co ntrol stm clu res we re available , th e sta,:::-:c water-surface eleva tion s were com puted by the slopc•arca .n c1hod option of th e :!EC-2 pro gram . Detailed cross sec tion data for Couonwood Creek, Cherry Creek, Pin ey Creek, Murp hy Creek, Coa l Creek , Co manche Creek, Linle Coma nche Creek, West Bijou reek , and Box Elder Creek were field surveyed and were loca ted al close intervals above and belo w cu lverts in orde r lo compute the effec ts of backwater. For Lillie Dry Cree k. Big Dry Creek , and Sand Creek. cross ec tio ns were taken fr om detailed topog raph ic map s (References 30 and 34). Detailed mapping of the South Pl ane River was secured from the COE. The USG topogra phic mapping . at a sca le of I :24,000 , with a co nt our imerval of IO feel. was used 10 supplern em field survey data (Reference 29). Hydraulic analy ses in clud ed in the Flood In surance Studie s for th e incorpora ted com munitie s of Aurora , Cherry Hill s Vi lla ge , Columbine Valley, Englewood , Greenwood Village, Liulcton , and Sheridan were incorporateci int o th e rcs•·.1cl y in their en tirety with the cxcrption of st ream s i.;r porti ons o f streams which wer e su perse ded by more up -to-da te infonnati on (Re ference , 2, 3. 5 throu gh 9, 88, 89). Hydraulic anal yses for portion s of Firs t Creek , Piney reek , Murp hy Creek, Lone Tree Creek, Happy Canyo n Creek , ononwood Creek . Lee Gu lch , and Linle s Creek were rnken from publi shed UDF CD repo rt s (References 10, 11 , 12, 13, 14 , 15, and 16). Additional hydrau li c analyse s from the various engi neering reports di sc ussed in Sec ti on 7.0 have been incorporated into the Arapahoe County restudy . Hyd raulic anslyses for port io ns of Big Dry Creek Tributary /\, Ea 1 Tributary 10 22 I I I I I I I I I I I I I I I I I M I We st Toll Gate Creek, First Creek , Sampson Gulc h, and Scnac Creek were perfonned using topographic map s al a sca le of I :24,000, wi th a co 111our interva l of IO feel (Reference 39). Fie ld surveyed cross sec ti on s were used and nonna l-d ep th calcu lati ons were perfonned in ord er 10 ob1ai11 top width s al the selected cros s secti ons . Cross sec tion infonn alion for chann el geo metry and surroundin g area s wa s taken fr om ex isting rep orts (References 40 , 41 , 42. and 43). Locations of se lec ted cross section s used in th e hydraulic anal yses are shown on the Flood Profi les (Ex hibit I). For stream segments for whi ch n fl oodw ny wa s computed (Secti cn 4.2), se lected cros s sec tion loca tio ns arc al so shown on the Flood In surance Rate Map (Exhibit 2). For the approximate studies , fl oo dplain limit • were defined by nonn al-dcp th :alcu lations in approxima te, typi ca l cro ss section s taken from USGS maps. Th e hydrauli c ana lyses for thi s stud y were ba sed on un obs tru cted fl ow . Th e flood elevations shown on the profile s arc thu s considered va lid onl y if hydraulic stru ctures rem ain un obs tru cted , opera te pro perl y, and do not fail. 3.3 Vertica l Datum All FISs and FIR.i\lts are referenc ed lo a specifi c ve rt ica l datum . The ver ti ca l dntum provide s a startin g point aga in st whi ch flo od, gro und , and stm cturc clev:.ui ons cr,n be referen ced and compared . Un til re ce ntl y, the standard ve rti ca l datum in use for newl y created or revi se d FIS rep orts and FIRMs wa s th e Na tional Geodeti c Verti cul Datum of 1929 (NGVD29 ). With th e fina li za tion of th e No rth America n Vcr:i ca l Datum of 19 88 (NA VD 88). ma ny FIS rep orts and FIRM s arc bo;i :,g prepa red usin g NA VOSS as the reference d ve rti ca l datum . All fl ood eleva tio ns show n in thi s FIS repor t and on the FIRM arc relcrenccd 10 A VOS It is important 10 not e that adJaccnl communiti es ma y be rclCrcnccd to NGV D29 . Thi s ma y re sull in di fferen ces in ba se fl ood elev ati ons acro ss th e corpo rat e lim its between co mmuni tie s. As noted above , th e elevat io ns show n in th e FIS report and on th e FIRM fo r Arapah oe Co 11111y and In co rporat ed Aren s arc referen ced to NA VO SS. Ground , structure, and flo od elev ation s may be compared an d/o r referenced 10 NGVD29 by app lying a stand ard co nve rsion fa ctor The co nversion from NGV D29 to NA VD8 8 ran ged between 2.60 and 3.06 fo r thi s co unty. Accordingl y, du e to the range in co nv ersion fa ctm s, an average co nversion factor wa s es tabli shed for the entire co unty. Th e elevation s show n in th e FIS report and on th e FIRM were. therefore, co nverted to NA VD 88 usin g a co un ty wid c approac h in whi ch an average con vers ion was estab li shed fo r th e co unt y. The 23 Cll ll \'l'rsion foi..·1or fur NCi \'u:!9 10 NJ\ \'D~X of 2 .87 fi..·d \\ a, lhi..'d for i..·:u.:h llomhng ,uurcc-111 lhl.! community rl11.: BFE.:i :-.lhn, 11 111 1h1.: l·ll<t\l rl·1m.'!-'!l'lll \\hok·-fuo1 rnumt1.:d \ alul':-.. l·ur 1.:xampk·. a BFI: or 5202.-l wtll appear as 5102 011 th e FIR~I a11d 5202 .6 \\di ap pear '" 5203 Thl'r1.:forl.!. U~l·r, \\ho \\l :oi h to ron,crl thl' l'k,·:111011~ 111 th1, !·I 10 ~ti\11)21) should app l) thl' ,1a tl'd cn11w1,10 11 l:h.;tnr to l'k\al1011~ !-ihuw n 0 11 th l' 1-lood Prntill':-. and :-.u pp ortin g dat:1 1a bll's 111 thl.! Fl · r1.:p\1rt. wh1d1 arl' shnwn at a minimum to thi.: neare st 0.1 foot. Fo r morl' 111formatio11 nn /\ VDXR. Sl'l' lhl' public:1110 11 l'll tit k d. Cmn ·ating the .\'atimwl Flood /11.rnrw1ce Program to the .\"ortl, .lm cricm, l 't'rtical /)0111m ,~{ /9c\S (Fl:~IA Publication Ft,\-10 June 1•19 2). or rnntact the \'ertical ct11or~ ll r::;ich. :'\ational Gl'ocktic Suni.:y. Coa~t and 1l'Olktil.: Sur\l.!y. 1 at1011al Ocl·a ni c and :\tmo.:iphl'ric ·\clmini~tration . Rock\·1lk. l\l:iryland 209 10 (lntl.'ml'l addr1.::-., ht1 ·, \\'\\'\\ .n 1~.noaa . 10\ ). Qllalif~ 111g b1.:11ch mark, \\ 11h111 a gi\ i.:11 Jlln~d1 c1inn that arl' catalugl'd h) lhl' 1'.11iona l Cil'mk11c Survl'y (NCiS) and i.:11tc1l'd into lh l' Na tional Spa11a l Rl'l\.'r i.:nn· S~~1i.:111 (NSRS) a~ Fir:-.t or Sl'CCHHI Onh . .:r \'l'rta.:al and haH· :1 \l'rlical ~tJ hil11y cl:i~sdic a11 011 of A. U. ur C' arc ~!urn 11 :ind labi.:lcd m1 th\..· FIR~\ with th i..·1r (,- cha racll'r NS RS Pl'nnanr.:111 ld i.:11111i i.:r . lknch mark, ca1alogu1.:Li hy lhl' N(iS and 1.·nll'l'l'd 1111n the NS RS \ary \\1 d1.:ly in \l'rl 1G1I :-.1:1b1l11~ 1.:la~s 1lic:1tHH\. NSRS ,i.:rtH.::11 ~1;1h1l11 : 1.:l:1""1lic:111rni-,, ;1rl' a, follcmv S1ah 1ilty \: ~lt11111111c111~ of thl· lllll,t ll·llahk· 11:11ur1.:. 1.:,pi..·i.:h:d 1t1 hold po,11 1on l'k\:t1u111 "di (1.:.g .. 1110111111.:tl 111 hi.:drni.:k) St.1h1ht) H l\lo1111mi..·nh \\hh.:h gl'lh:rall~ hold thi.:1r pti,111011 dc\at11111 \\l'il (l' g .. cnnl'fl'll' h ·llgl' ahu1111i.:nt:-.) S1,1h1h1y C · \l1 ,1 ,111nl'111, "h1 d1 11 t 1) h1.: .1ffi:l l1.:d h) ,111 la l'l' g1nu11d llhl\l'llll..'llt--k .g . cn111..-ri.:1c 11H1111111\l'lll bdi.1\\ frn,1 l111c) St.1h1lity I)· ~lark i,lr {jlll'"'l1011:ihlc or Ullkll\l\\ 11 \ l'J'lll':11 ,1,1h dll ) (\..' g .. ctmc11..·ti.: mo1111111i.:11 1 .1ht1, l' lio,t l11w or ,tl'l°I "lllli..'" p11,1) T11 oht :1111 up-h1-d :ll l' l'kvatiun 111for111:ll hJ11 ,,11 N< ,S hl·nch 111ark, ~hnw n 011 lhl' FIR~l. pka,i.: .;nnlal't 1hi.: lnfo r111.1t 1011 Sl-:\\l'1..', Branch nt' thl· '(iS at (J OI) 7 1:\- 32-L!. ur \1,11 thl'1 r wdlStll' a1 \\\\ ,.ng'.'>.nnaa .go,. ~1:ip ml'r, :-.hould "'l'l'h. \t.:nliration or non-i..,.l iS mom111h.'111 clc,·attm1" when 1i...111g tlll·,c ck,:111011, fo1 i:011"truct1011 OI nomlpl:1111111.111.1 gc111~111 purpt1'.'>l'"' Tl'mrorar~ \'l'rt11:;1I mnm1111l'11h :1ri.: nltl'n l',tahlt ,h1.:<l durmg thi.: prl'p;1rath111 of' a 1h,nd ha t.ml analy,1, for th!.! purp\hl' of i..·,1.1hli ,l1111 g l\,c,11 \l'rlll'a l cn111rol. I I I 4 .0 Alth ough these monum ent s are not shown on th e FIRM , th ey may be fou nd in th e Tec hni ca l up;.Jrt Dat a No teboo k asso cia ted with th is FI S report anc', FIRM fo r this co mmun ity . Int erested in dividuals ma y contac t FEMA to access th is rl a FLOOD?LA I N MANAGEMENT APPLI C AT IONS The FIP encourages tate and loc al go ve rnm ents to adop t sound fl oodp lain manage ment pro gram s. Therefo re, ea ch FIS prov id es 1-perce nt-nn nu nl-c hnn cc fl oct eleva ti ons nnd de linea ti ons o f th e 1-and 0.2 -pcrce nt-annu al-chancc fl oo dpl ain boundmi es and I-perc ent-annu al-c hance fl oo dway to assist commun itie s in developin g fl ood pl ain ma nage ment meas1•cc~. Thi s info rm atio n is present ed on the FIRM and in many co mp onent s of the Fl report, includin g Fl ood Profil es , Floodwa y Dat a tabl e and Sum mary of Stillw ater Eleva tion s Tabl e. Users should reference th e data pres ented in th e FIS re port us well ss add itio nal info mia tio n th at may be avai lab le .: th e loc al map repository be fo re r.mk ing fl oo d eleva ti on and/or fl oo dp lain bound ary de ,enninati ons. 4.1 Flood plai n Bound arie s To prov ide a national stand ard with out re gional di sc ri mi nati on, th e 1-pcn:cnt - annu al-chance fl ood has bee n ado pt ed by FEMA as the ba se fl oo d fo r fl oodpl ain mana gemem purposes. Th e 0.2-pe rcent-annu al-c hance fl oo a is empl oyed to in dica te addit io nal area s of fl ood ris k in th e commu ni ty. Fo r eac h stream studied by detailed meth ods, th e 1-and 0.2-pe rccnt-annu al-chancc ll oo dpl ai n bound aries hav e bee n de lin ea ted using th e fl ood el evati ons dctennin cd at eac h cross sec ti on. Betw ee n cro ss scr 1ions. the boun da ri es we re int erp olated usin g topogra phi c maps at sca le s of I :2 4,000; I :2,400 ; I :6,000 ; un d I: 1,2 00; with co nt our int erva ls of IO and 2 fe et (Refer ence s 34, 35 , 40, 42, 43, 47, and 48). Th e 1-and 0.2 -pcrcent -a nnu al-c hance fl oodpl ain bound ar 'es arc show n on th e FIRM (Ex hib it 2). On thi s map , th e I-perce nt -a nnu al-cha nce fl oo dpl ain bound ary corr espond s to th e bound ary of th e nrea s of specia l fl ood haza rd s (Zo nes A, AE, AH, and AO); and th e 0.2 -pe rccnt -an nua l-chan cc fl oo dpl ain boundary of arc,1s of moderat e fl ood hazard s, In cases where the 1-an d 0.2- perc ent-annu al-chance fl oo dpl ain bo und ari es arc close toge ther, onl y th e 1- pcrcc nt -annu al -c hancc fl oo dplain bounda ry has bee n shown. S m □II area s wit hin th e fl oodp lai n bounda ri es may lie above th e fl ood eleva tio ns but cann ot be shown du e to lim ita tions of the map sc ale ancVo r lack of detailed topogra ph ic da ta, Ap prox im ate I-p ercent -annu al-c han ce fl oodplain bo un da ri es in so me po rti on of th e study area we re tak en di rectl y fr om th e Flood Insuran ce Ra te Map for the Town of Deer Tra il , olorudo (Refe ren ce 59). For th e strea ms stu die d by app roxi mat e meth od s, onl y th e 1-perce nt -a nnu ul- chan ce fl ood plai n b~1111d ary is show n on the FIRM (Ex hib it 2). 25 4.2 Fl oodways En croac hment on Oood pl ai ns, such as slniclurcs and fill. reduce s nood-carry in g ca pnc it y, increases fl ood height s an d ve:oc iti cs. and in crea ses fl ood •,azards in areas beyond th e en -ioac hm enl itself. One as pec t of Oood plain management in volves ba lanci ng th e cso nomi c ga in from noo dplain developm en t agai nst th e res ull ing in crease in r ,od hazard. Fo r purp oses of th e Fil', a noodway is used as a too l 10 .i ssist !or I communitie s in thi s as pe ct 0f i1oocl plnin .na na ge mcnt. Unde r thi s concep,. the area of th e I -p,srce n1 -m mual-chancc Oo odpl ain is di vi ded into s 1i .:· \\ 4 and a noodway frin ge . Th e noodwa y is the channel of a strea m, pius a11 adjacent noo dplai i: are as , 1ha1 mu st be kepi free o f rncroachmer,t so th at the J .. prrcenl-ann ua -chan ce Oood can be earn ed with ou t sub stant ia l in crea ses in fl ocd heights. Minimum Federal s1aud ard s limit sue~ in creases to 1.0 fool , pro vided th at hazardo us velo citie s arc nol produ ced . The Ooodways in th is stud y arc prese nt ed 10 loca l agencies as minimum stand ards 1h a1 ca n be ad opt ed direc tl y or th at car be used as a ba sis fo r additi onal noodway studi es . Th e noodway pre se nted in thi s FIS r,.-.1on and 011 th e FIRM was co mpu ted for ce rt ai n strea m se gment s on the bas is ur equal co nveyance reduct io n from eac h side of the fl oodp lain . Fl oodway width s were comp uted al cross sec ti on~. Betwee n cross sections , the Ooodwa y boundaries we re interp olated. Th e res ul ts of th e noo dw ey compulntion s have bee n 1ab ulmed fo r sclec1cd cros s secti ons (Table 4). In ca ses where the noodway and l -perce n1 -a nnual-chan cc Oood pl ain bouudarics are e',her cl ose 1oge 1hcr or collinear. or,l y th e Ooodwa y bou ndary has bc e11 ;,i1 own . Thr, area betw ee n th e Ooodway and l -perccn1-an nu al-c hancc noo dpl ain h•.1undaries is tcnrn:d the nooclwn y fri r·4c. The Ooodwa y fringe enco mpasses th e porti on of the noodplain th at co 1 .. d be compl e1cly obs1111c 1cd with ou t in crea sing th e water-sur fa ce elev ation of th e I-perce nt -a nnu al-c han ce fl oo d more 1h nn 1.0 foo l al an y poi nt. Typi ca l re lation ships between th e noodway an d th e noo dwa y fringe and their sig ni ocancc 10 noodp la in clevelopmcn1 arc shown in Figure 5. 26 I I I I AJIE,11 or ALLOWAOLC l!HCROACHNENT, AA!SIHO GROUND SURFACE WILL NOT CAUst A SU RCHAAGE TKAT l!\::l!l!DS I HI! lNOICAl[O SlAHOAJIOS FLOOOWA't' .., ...... FRU•Wt - rLOOO [LEVAllDN BEFORE ENCROACltMEHI OH FLOOOPUJH UliE A · 0 IS HIE rLooo ELEVATION ocrQRE ['lCROA CIOolE.11 ltNr C O 15 THC nooo [l[YAIION .-.ncR UICRO ACH ',lrlrl! "SUNCH.t.NG H .. o, M U C[[D 1 ~ root 11['-lA IICQUlll[YOfll 0111 l[S,[N >!CIC.HI II' s~c1r1cD BY SIUE O'I C0"'"'U CD r m _•'.-i FC.OERt.L E'."EPGE•i:1 · •t.•.:.::;1 '.'E-... T AGE ,CY AR A PAH OE COUN T Y , C O AND INCORPORA TF0 ARE AS ·.;.- ~,;: :1 . 0 •.i-' ,. c;,:,;,1 '":, . ~q4. ') ~. ) s-~ <:, • 2 r, •~ • 'i,.::-.,. .; , )Cl.: ,,., .. 5. 2:?: ··""'. 5 :?-l . • _j,=!. 5 :,c,:+ ,.-:·1•1.•1 o:. - .,,,]1)1 s. 2"l7 • c:..•1· ,-:1. . -:';' . ~a:_. ,;,.i:i·,. 5, ::?9,; . a. Qo :,, .. 9'.• .. , • . O- s. ~r;.; -1:. FL OO DW/\Y D/\T /1 BE A R CREEK )> ~ m :~~o :' -C l . -=-""•· ·• l SEC":";C ~ l,ilU. !St;lt!.Ut Ptr. ~2 ~ ,-c .. ;.,j:,,-.,:: -.. -:~~·,· FEDCr1./.l Er.•EPG::~:-:'t "/A!.AG::r.\ENT AG ENCY AR A PAH OE COU NTY, CO A ND INCORPORAT ED ARE AS !!L\11 ·:iu .. c . :n P!!T Pill • C BA ::;E F t.r _,n ',;A71::F ':':'Jil.Fkt:-1-; l:;L:O:'U\1 ! ti \"'~=•="\ er;:: .1:;.·::: s. 56 .e s , s e.e '::i, 153. s . 63. 71 a s. 7.>.9 33-::i s, 388 2 400.7 ,. __ 4 1:0.2 .;2 .;. P \ 5 • .;; .; ~ ;.u:.,1 ,;_ .;.; 9 .. I 5 • .;.; .;3:. i::1 s. •18 •. 5 , 3S7 5 , 36•i 0 ,:n.; r S 329. c;, -i OO r: 5, .;25 , •i 2':i :t, 4.; '.l - 5, .;a:: FLOODWA Y DATA BEAR GULCH o. a . 9 ' . ' n 0 C . FLOODING SOURCE: FLOODWAY BASE FLOOD WATER. SURFACE ELEYATIO!l rUTKOUT Fl.QOOICAY 1 WITH F!,001.MA.Y SECT ION AA£A. Kl:k'f ',LOCITT ....,,,.,.., CROSS Hl."TICIN DIS1'ANe:t WHllil lf't!ll ISQ~O:.ET) IUtT PER '""""'' '""""'' FEET(N>.VO) Big Ory Cr"""'k A 1 ,1 78 128 786 11. 3 5 ,317.0 5,317 .0 5 ,317 .4 0 , 4 B 1,476 48 488 18 . 2 5 ,320 .3 5,320 .3 5,320.3 0.0 C 1, 9£18 300 3 ,496 2 . 5 5,332 .4 5 ,332 .4 5,332.4 0.0 D 2,37' 290 2 , 194 4. 1 5 ,332.4 5,332.4 5,332.4 0.0 E 3,765 133 894 10 . 0 5 ,337 .5 5,337 .5 5,337.6 o . 1 F 6,200 141 5 ,235 !. 7 5 ,357 .3 5 ,357 .3 5 ,357.3 0 .0 G 7, 35q '~o 741 12 . 0 5 ,363.2 5,363.2 5 ,363 .2 0 .0 H 8,107 !lb 721 12 . 3 5 ,368 .4 5 ,368 . < 5 ,3 6 8.6 o . 2 I 8, 9° l 41 501 17 . 8 5 ,374.2 5 ,374 .2 5 ,37 4.8 o . e J 9,446 88 l , 338 6 .6 5,382 .1 5,382 .1 5,382.1 0 .0 K 9 ,927 111 1 ,268 7 .0 5,382.6 5 ,382 .6 5 ,382.6 0 . 0 L 11,006 62 531 16 . a 5,390 . l 5,390 .1 5 ,390.1 0 .0 M 13,132 149 I, 044 8 .3 5 ,410.4 5,410 .4 5 ,410.4 0.0 N 13, 683 406 2 ,172 4 .o 5,410 .9 5 ,410 .9 5 ,411.9 1.0 0 14, 1:;. 7 80 572 15. 2 s, 414 . 0 5,414 .0 5,414 .o o .o p 14 ,440 226 801 10 . 9 5,418 .7 5,418 .7 5,418 .7 o.o Q 14 ,832 466 1 ,895 4 . 6 5 ,422 .9 5 ,422 .9 5 ,4 22 .9 0 .0 R 15,371 74 849 10 . 1 5 ,423 .8 5 ,423 .8 5,424 .2 o . 4 s 16,307 91 711 12 . 1 5,427.8 5,427 .8 5,428 .1 0 . 3 T t7 , 22:, 158 I, 103 7 . 8 5,433 .7 5,433 .7 5,434.7 1.0 u 18 ,652 89 663 12 . 8 5 ,444 .7 5 ,444.7 5 ,444.7 0 .0 V 1 o, 030 309 1,354 6 .1 5,449 .2 5, 44~.2 5,450.0 0. 8 w 19, 4,76 89 833 10 .0 5 ,4 50 .8 5,450.8 5 ,4 51.0 0 . 2 X 19,728 103 617 13 . 4 5 , 4 ,2 . r 5 ,4 52 .0 5,452.0 0 .0 y 20,375 78 734 11.0 5 , 4 5'. ~ 5 ,4 57 .5 5 ,457.5 0 .0 z 20, 729 380 1 ,023 7 . 9 5 ,4 62 . I ~ 462 . 1 5,462 .7 0 .0 t 1 Feet: Abo ve Confluence Wi.t:h Sou:.h Plat:t.e River -< FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOOWAY DA TA )> :,! ARAPAH OE C OU NTY, CO n, A ND INCO RPORAT ED A REAS BIG DRY CREEK ... ·--.. --- FLOODIIIC SOUACC I F L OODWA Y I BASE f'LOOO WA "i'ER SURFACE ELEVATION SECTiotl Nlf.A ttt,,_'l '-"tLOc:tTY REGUUTORT IWITKOOT f'l.OOIMAYI WITH l'l,(JOCWAy· I DIST.AHO: l "lD'TM 1r tt1 1 csou.u.i: n:rn IFEET PEP SttoNOI FEET (NAVD) Big Dry Creek (Cont 'd) AP. 20 . 162 I 457 2 ,039 4 . 0 5 ,464.0 5 ,464 .0 ~. ~ 64 . o 0 .0 .48 21, fll:, 1O~ 878 9 . 2 5 ,464 .2 5 ,464 .2 5 ,464.2 0 .0 AC 21,388 lf1& 905 8 .9 5 ,464 .6 5,464 .6 5 ,465 .3 o . 7 AD 22,447 182 1 ,221 6 . 6 5 ,473.3 5 ,413 .3 5,414.3 1.0 AE 23,245 233 869 9. 3 5,475 . B 5 ,4 75 . P 5 ,41 6 .3 o . 5 AF 23 ,698 137 695 11. 8 5,480 .7 5,480.7 5,481.0 0 . 3 AG 2 4, 110 281 1 ,4 96 5 . 4 5 ,49 9 .3 5 ,48 8 .3 5,488.7 o . 4 >JJ 2 5,194 114 806 9 .9 5 ,492 .2 5 ,492 .2 5 ,4 92 .2 0 .0 Al 26,481 341 l , 055 1 . 6 5 ,498 .6 5 ,498 .6 5 ,<99.3 o . 1 A J }6 , 819 2" 7 46 10 . 7 5 ,502 .2 5 ,502 .2 5 ,502 .5 0 .3 AK 27, 75 6 L2 384 5 . 7 5,511 .5 5,511 .5 5 ,517.5 0 .0 AL 28,275 02 630 10 . 3 5 , 51.!Ll 5 ,519 .1 5 ,519 .3 0 . 2 AM 28 ,70 6 237 2 , 10'.' 3. l 5,3 23 .3 5 ,523 .3 5 ,524 .0 0 . 1 AN 29 ,046 119 1, q.;3 4 . 5 5,523 .4 5 ,523 .4 5 ,524 .1 0 . 7 AO 29,915 22 4 808 8 .0 5 ,524 .0 5,524 . o 5 ,524 .5 0 . 5 AP C;J , 542 149 585 1 0 9 5,529 .2 5,,29.2 5 ,529.4 0 . 2 AO 31, 174 55 496 1 2 . 7 5 ,538 .9 5 ,538.9 5 ,538 .9 0 .: AR 31 ,791 442 3 ,63 1 1. 7 5 ,541.9 5 ,541 .9 5 ,542 .9 1.0 AS 32,159 112 530 11.9 5,54 2 .9 5 ,542 .9 5 ,543 .0 0 .1 A:J' 33 ,065 1~: 8<2 6 . 4 5 ,553 .2 5,553 .2 5 ,553 .2 0 .0 AU 33 ,535 J.E7 579 9 .3 5 ,556 .3 5 ,~56 .3 ~. 556 .3 ;J .O AV 33 , 906 86 489 11.0 5,559 .0 5 ,559 .0 5 ,559 .1 0 .1 AW 3 4, 669 10 b 494 10 . 9 5 ,566 .1 5,566 . l 5 ,566.1 0 .0 "" 36 ,004 120 486 11.l 5 ,576 .2 5,576 .2 5 ,57S .2 0 .0 AY 37 ,333 54 311 13 . 9 5 ,585 .7 5 ,585 .7 5 ,585 .7 o .o AG j , 1 ; 200 74 6 5 . 9 5 ,595 .3 5,595 .3 5 ,595.3 0 .0 1 Feer Above Con!luence Wit.h Sout:h Plet.t.e R1ve r -i FEDERAL EMERG ENCY MANAGEMENT AGENCY FLOODWAY DATA )> '" ARAPAHOE COU NTY, CO r m AND INCORPORATED AREAS I BIG DRY CREEK -- --i l> a, r m P./,;,E ~t.-,r, ',l/, '~I-:::;t1PFI,, E!.f:" !H_f_"'." rtt7 rr.~ \""· ' '"""'"\ FEET 1'lJ.VO l ----+-------t----t------if----+--- ...1 FEOERrL El.'E F.GE "ISY •:.v; .... GEr."ErJT ;,.G~,;,:·, ARAPAHOE COU NTY , CC AND INCORPORATED AREAS , ·~~-: ,._, I ·' ~, L.: i.. 3 ,•"r " .• -=4·. •,•'·. i:, I ( , • ~--, r- FLOOD WAY DAT/I BIG DRY CREEK ... )> (D r m I I FEOi:.rlMl c 1.1ERGE'll _. 1:,;~P,,L,l/ ·::rp· AG!:rJCY ARAPAH O E C O UN T Y ,CO AND INCORPORA -E □ A REAS ;.;,::-:-:r< !-·.;-!-I .. ,. .. ... I..., •. fEET W•VOl .. " I FLOOD WAY DA TA BIG DRY CREEK T Rl 5 ;..T l1-i'-'V A BASE FLOOD FLOODING SOURCE f-LOODWA Y WATER-SURFACE ELE VATIOI'- (FEET NAVO) I DiSTl,\JCE. SECTION i.iEAil I CROSS SEC-IO~J \~IDTH AR EA /ELOCITY REGULATORY IMTHOUT \\'Tf-i INCREASE rEET (SQUARE 1FEET PEP. FLOOD•'VAY FLOO OWAY FEET) SECOND) BU•CKMER G ULCH A ,., :1)0 530 30 5 407 S 5 .4 07 9 5 .408 2 02 I B ----;'.!.:-<C 5413 :'.! 5 413 2 5 .:1 3 3 0 1 C . -c:.--· 30 16i 5 . 5 •20 9 5 .420 9 5.<20 9 QC D ; ;5 ~ ·so 193 5. 5 437 1 5.437 1 5,437 2 C 1 F -:: 200 ·qo 859 • 1 5 ,•:4 1 0 5,4'1 0 5,441 ,1 0,. F .; 26..: 19 81 . , -;-5 443 l 5 44 3 1 :: 443 l 0 G .~ i;i5 ,:P.? · 350 Ci 5 <50 0 5,460 0 5.46( 3 00 H 5 -SES 69 1-3 2 3 5 460 8 5 .460 8 5.461 3 05 I ? ~.:5 "1 59 62 5 471 4 5 ,471 4 5 471 4 OJ J ,; 551 180 109 3i 5491 0 5,491 0 5.491 0 00. K 8 11 ✓-so 86 60 5 505 7 5 .505 7 5.506 3 IJ·i L i: 035 33 66 80 5 535 6 5 ,535 6 5.536 6 1r: I -: ~50 57 89 50 5 553 < 5 553 4 5 554 1 07 N .. J .15 22 sa 90 5 588 1 5.588 1 5.588 4 03 I I I I "--:-r-et:t At-o·.,:: Confluen(_t: ."/;ih G•e-:::,,,•.::..;'' Gu!ch -- FEDERAL EIA ERGEI\CY l.!A--.<G~:.1E\J T f.GENCY FLOODWAY DATA .... :t> "' ARAPAHOE COUNTY , CO r m A AND INCORPORATED AREAS BLACKMER GULCH ----- ". •<."l ·.3 • ; ;~L J . ~.;;. . , ~ ••. i; [·. ;.,; :i-: n .. 1 i>ATSP ;.:'J?f;,c:: ELE':.;.TJ rc;.crrw,/01 . ,, ,]• . n!. S , t;'"l:•.· ,,; ',Jr,Q. s , .; .;fl .') ,,:.;, .. ,.;i:., ,..;f:. ,.;., ., I . li, ~ ' 'l'IJ..l • '. ·1q 3 . L,,l ·,:1 . •. ;J.;. , ... .... ,. '.;.1~. .;8 . ,n ,-ll·2 . I .L. .::._' ·:___ _ _L__.,___L__.e.:._i__---'--'----'-'-.L__'-----'"-'--'----'-'-=-~~~~-- H ' ·::.1:-e!~f--~ ~-~f;.:;>'"J.r 1.:~r. • ?•_jr• FEDE RA L E1'.lERGENCY r.lA'lAG:r~:ENT l;_GE NCY FLO ODWAY DAT A ; ;E I ARAPAHOE COUN T Y , c o ~~ A NO INC O RP O RATED AREAS I BOX ELDER CREEK I .... ► ~ m A FEOE::V-l i:1."!:A GE tJ CV ·.•;.•1,;.,GEl.iErn 1-GEN CY ARAPA HO E COU NTY, CO AND INCORPORATED A RE AS ··--~~ ... :.':~ l"':t "1-:i'."" <"[f"•; ... V:,1 .-1:• :..,c.,. ,',; ,. .. , ~· , ' .. , ~ •> C !f. FLOODWA Y DATA B O X ELD ER C REE K r B.:.. ~~t ,r, I I I -i ► ~ m "" I .,_-,:.,.~' ;:;~ I "'.f '.:;/' FEiJF,:.>AL E'.JERG::•., ••. ·.~·. ·=·.::::rn AC!:.NCY ARAPAHOE COU NTY, CO AND INCORPQRt,TED A REA S .. '. 2 ' . -~ l""l'l"H-.'17 1-:.00~.;y FEET ,IIAVO, ! d . • , . ~.'.. ' "· 6' . • .. , '·· ~. , 1,2;· - ,{"',. t:,. ~ ... FLOODWAY DATA BOX ELDER CREEK ·---------BASE FLOOD :. .JODING SCit.:RCt FLOOO'.\IAY WATER-Sv'lrACE EL[VATION (FEE-~ NAVO) t""' i.lE.AtJ I CROSS SECTIOt ! ::1s-;..~JCE WIDTH KEA ~ELOCITY I REGULATORY WITHOU. W \Tr' lllCRCASE FEETJ UARE rEET PER I FLOOOWAY FLOOO\".'MY .ET, SECOND! CHERRY CREEK i A as.: ·c 1,305 8472 60 5,6 24 3 5 62< 3 5 6~5 1 08 B %Sf-f. 792 5 955 ES 5 ,627 9 5.627 9 5528 5 06 C ._;,-::'.: 7 745 5 03 8 .~ 5.629 -5.629 7 : 530 2 05 D :e ... 663 5. -g 63 5 633 3 5633 3 c 633 8 05 E ss 9., • 1 053 a 1ar sa s 635 a 5.635 8 : S25 6 1 0 F :; 2<·2 1.087 3, 30 57 5.635 9 5.636 9 !: 537 8 09 G 3_. 31 2 579 '-518 9 . 5.633 3 5638 3 5 639 0 07 H .. ,) .. ns 900 -5t'1 55 564G 5 5.640 6 5 6•C 8 02 :',1': .. 1?20 ; ·o:..· i:: a 5 641 8 5,641 8 5642 0 02 ~~.;. ~ ~ 22£-..: ::Co! ,r-,, 5 6435 5 543 6 "· ij.!3 6 00 f I ;· '/';. · 371 .. -~2 ,. . 5.650 Cl sssc 0 : ?5C 0 00 L ~-:-s • (!Q3 S ~50 ~~ I 5 650 3 5650 3 : 550 3 00 1.1 93 QJ.: 2 o·-"2 SSI! 5.653 2 5 653 2 5 653 3 0 . N 25 <3< 955 5 82'.:! 83 s sss a s5se a 5 658 9 0 . 0 ~c.19 ~-9 5 ':53 ss 5661 3 5661 3 5 661 6 03 p 25-52 941 I ,j 723 5 664 7 5664 7 566• a 0. 0 f,-2 :o 840 :;_529 86 5.666 7 5666 7 5 665 7 00 R !;_-7' £-,39 -73 5 :~: eo 5.670 0 5670 0 5 ':170 1 01 s :'B €01! g::;~ -826 '· C 5 672 3 5.672 3 5 5-2 4 01 T ~19 :~a -•J 5 868 n 5675 6 5.6i5 'O 5 5 7 5 7 0 1 u ·00 :so ~92 t:. 512 ·o 3 5.680 2 5.680 2 I 5.680 2 00 V · )0 :'2':! 805 0 237 5.683 2 5.683 2 5 683 2 00 v, ··J1 ?.:6 113" ; ·os 65 5.687 1 5687 1 5687 7 J6 X 'J2 .::o 1 320 ,. 30• I 6 3 5 6896 56896 5 689 9 03 y ·Q35B~ I i.078 5. ·35 55 5.69< 1 5.694 1 5 69< 4 03 z ·r-15 ~go a-s 6 229 -3 5699 3 5699 3 5699 -o• c.eet .A.bove Con!Juenc-: V\11:~ South r-',:-i:e q,'>,er FEDERAL Et1ERGEN<: f W,tl~GEIIENT AG EN CY FLOODWAY DATA .... > ~ AR APA HO E COUNTY , CO ~ AND INCC RPORATED AREAS CHERRY CREEK ---.-----------------~··-~--~ -< > a, r m .. l l , •• _•1 r·y -: •·• 1. !"'.c:s.· ·;_;, ;.1; ' FE OEP:..L ;=• IEPGE"oCY •_1;,•1;.G!;l,'.ENT :..GEr::: • ARAPAH OE CO UNTY ,CO AND INCORPOR/ITED AREAS F:.· ir-,~-,:;,, • 2· I Pl::I":" P!:P sr:cm.~• .. 7 5. f:: 5 .... C'l. s, 5 ,705 . ,:;: , .. 07. 0 s , ·•;.o .-:.- D,\ •• a: FLU-JD ;.:;,:r;_:p_ SURFACE El.E"A7:,..:; lw:-rH«r. 1'LOOL>WAYI Wint "="'"T P.~ :.;.•.- 5' -:',J:. C. 5, 7C~. 7r7 ,.. 5 ..,:o. ":' c:;' -,..:" 5,705 .. r::.., 7"7 S, 71:. 0 r;. 7• FLOODWAY OAT A CHERRY CREEK .3 . 1 .3 8ASE FLOOO FLOOOI NG SOURCE FLOODW AY W ATER-SURFAC E ELEVATION (FEET NAVD) SECTION MEAN CROSS SECTION DISTANCE ' WIDTH AREA VEL0 CI TY REGULATOR Y WITHOUT W ITH INCREASE (FE ET) (SQ UAR E (FEET >'ER FLOODWAY FLOODWAY FEETl SECOND) ~ Cherry Creek (Righ i Ove1bank Splitflowj A 462 444 1 ,815 3.9 5638.7 5638.7 5639.2 0.5 B 937 640 2 ,329 3.0 5640 .1 5640 .1 5649.7 0.6 C 1,31 7 693 1,713 4 .1 5642.3 5642.3 5642.7 0.4 D 1,71.l 738 2,376 3.0 5644.1 5644.1 5644.5 0.4 Feet above confluence with Cherry C reek FEDE P.AL EM ERGENCY r..A NAGEMENT AG c.N CY FLOODWAY DATA .... )> ID A RAPAH O E C O U NTY, CO r m ... A ND INCORPORATED A R EAS CHERRY CREEK (RIGHT OVERBANK SPLITFLOW) -------------------- .... > CD r m ~: :-:"A::" ,• ~:-.,-, !'' l •-<•~ Sp~.:·,:;.:,.: i. !' ~ • FEDER,;._ E".'ER GE /\CV ·.1.;•:;,GF' '.FNT AGENCY ARAP AHOECO UNTY ,CO AND INCORPORATED AREAS SE,:";:tlN AH~A 1s c-.i.;:1:,rr. : ~,j :n r:,i-,..;.;., i;. . 4 55'.1. :I; i; .--. ' : .. ('I a;._;;..: F!..0-::1D ~.\T;. P :UP F';'.CE ELF'\.'A':': ~:1 1•,~oo-•=, ... I """ .. r •:;·.-::- 5.5:H , 5;:1. 'i S, c;75 s 591 . a c;,, &:. 1 '·. 0 5 , =2 4 ." '::1.5 1,:)._ .. 5 r:,7, .. s. s·.--:. t:1 s,n:, o FLOODWAV DAlA a. o a. a 0 0 o a CHERRY CREEK SPILLWAY D R AIN .... > ~ m ..i: ':-"'•· , ~ s I I • 5 :i:: cti:0 ,;a .;·:ri 3Jr, < 10 :ao .;ac :"-n .; 0 .;.;o '::'J -p ~ FEDERAL E~.lERGEr;cy r:.:.·i:.G:::r.,ENT AGENCY ARAPAHOE CO UN TY,CO ANC' '"CORP0RATED AREAS ~ZC":'!O:: ,1,PV. ISC'.;ARE f'£E'T 2' "'.'-i~ : 'J· "7 ; ,•l• :. '91J,_. 3': --,- ""4., , 4 55 bBi 1/)J ,:.:;:_ ;,.,..J., :' ,:: . .:; .~, OR:} 30 •'.} .. , ';.73 .,:3-S .; ;2 3 !_: 5 .; t:EJ,.:1•:1::.oc :~ f'!:E'T Pl!JI. -. 1 :c. 2 1.. 0 :o.:; S. 6 ,; . 7 .1 , 3. 4 ,; • E 6. 2 s. :6 9 5 . .., :J. 5. S :o. co . 05 14. l 5,5::'5 .F: 5,532 .3 5,539 1 5,539.1 5, 54'5 . 5,553.2 5,559.8 '::l, '::l'5"'' 4 5, S75 . s se:; 5,587 --; SS:3. ~, 5?9 . 5, .-o: 2. 8 S, 617 5. 623. r,,.-; 5,(2 ·' 5,629 5, 63). 5. 531 . 5, 6·12 . 11,\~F. F!/)o t,l :<1,;·1i,:;., !',;,.•p;,-,;('i,; J::Ll,;\·,",Tll\l 1 .. =o= "=""I n:r i,;.;r 5,500. 5, sos s,:;1-1 5,526.8 5,532 .3 S, 539. 5,539 . 5, 5·16 5, 55). 2 5,559.8 S . · !..7 .. , '• ,C'l .~ 56-:'. 5, ::i93 5, S99. s. 602 5, C ~ 2. 5,5:7.5 5. 1,;i:1. .. ,,,::,; 5,"25.- s. 629 . ~, 63}. 9 5, 53c. 5!_ 6 -l~ 5,500. 5,505. 5, SlS. 5 ::;27. 5,533. 5,539. s. 539.?. 5, 54,:: . .'i 5,553.5 5,560.8 5,568. S S"''5. 5,584 5,588.- 5, 5°1 5, b('IG 5, 60} 5,613. c;. 5,618.5 5, h'."'4 ' ( ~':,. 5' ;:::-,<",. 5, '529. S, 63 -t. 5. 6 .;Q. 5,F -U .0 FLOODWAV DATA COAL CREEK -----------al!II- ,. 0 •• o l . 0 (.i::. (. 0 • 7 (. 7 . 0 C. 3 . 0 0 . 0 . 0 ' • 7 C. 3 .·1 l . 8 .. -, : . 0 i:i. 0 0. 1 . e ... > CD ,-m I :-:,0( ::11 ~ .. ''?-;;: oal Creek -:ont 'C' AA ,;p l·"C. .;.;a . FP~~ A!::?Vt!' •,•c:,,.;~!': ~: 53;,! ~!'"@-"-'. FEDERAL ErvlERGE/\:CY i.tAN,C.G EMENT AGENCY ARAPAHOE COUNTY , C O i,!IJD INC ORPOR AT ED AREAS Fr. _..,:l~,;:i 5 ECT:O!I ARV. SCU.U! Pft!/ _, 45.; : , 0-;3 -.,,.:1•:1:LOC:~ 1,1:0,1:• 7 0 a .1 S, 6 4 6 5,652.0 !!.A!:E F:.OCra WATEP SUP F ACE EL£V;..":'IO!l iw:-:-HOUT PLOOllWAYI WITH PLOODWAY FEET 1..,_·:01 5,6 4 6.- 5 ,65 2.0 5 ,64 6.C 5 ,652 .5 FLOODWAY DATA COAL CRE EK 0. 6 0 S .... :,,, IJ) r m .. :JU:TAJfCl:I ~(PUT } Ccmanche Creek A H"/,210 1,900 8 147,830 1. 680 C 1 47,88 0 1. 300 0 148,830 1,736 E 148,980 1,680 F 149. :~ 2. 915 G 150,4 5 0 1,220 H 151 ,650 1,440 I 152,52 0 1,270 1 F~ec Above HOuch FEDERAL EMERGENC Y MANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORATED AR EAS Sll:CTIOH UL\ I KLIJf Vn.0Cl'?T !SQUAH U.IIT) 1:::_:~ s, 209 3. 9 5,276 3. 8 3,049 6. 6 2,015 9. 2 l, 353 13. 7 7. :1 4 2. 5 ~. 280 8 .1 5,208 3. 6 2,340 7. 9 l<& .. V..,HVIII I W'lTHOUT Pt.OODWAT I l'HT U~VDI 5, 37~ .l. 5,372.2 5,372.2 0 . 0 5,373.5 5,373.5 5,373.5 0. 0 5,374.9 5 ,374 .9 5,374.9 0. 0 5,376.9 5,37 6 .9 5,376.9 0 0 5,377.0 5,3 77 .0 5,377.0 0 0 5 ,382.4 5,382 .4 5,382.4 0. 0 5,385.2 5 ,385.2 5, 38';. 2 I 0.0 s. 391.4 5,391.4 5,391.4 0. 0 5,397.7 5,397.7 ~,397.7 0. 0 FLOODWA Y DATA COMANCHE CREEK ~------------------ ~ a, r m ... FLOODING S OURCE I DlST.ufCS: W!tml (Pl:l'T) Cottonwood Creek A :1, 220 170 B :2. 2 10 255 C 12,925 103 D H,705 202 E 15.820 113 F 16,68 0 32 G 16,830 32 H 18,477 14·'. I 19.1 8 2 190 J 20,5j2 411 K 21,006 2B2 L 22,132 478 M 23,182 139 1 Feet Above Hauch FEDERAL EMERGEN CY MANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORATED AREAS FLOODWAY I BAS~ ..-LOCO WATER SUR.PACE E!t.EVATION i",•;::; r":1 ~S:U:C.!n U:G01J,TOU IW::TROUT P LOOD'.U.1'1 tfITH PtoODWA1' 1'NC"".LUI ,._,,, P'S.ST UlAWI ' I 612 10. 8 5,623.8 5,623 .8 5,623 -B o . 0 931 7 .1 5,629.7 5 ,629 .7 5,629-7 0. 0 521 12. 7 5,637.2 5 ,637.2 5 ,637.2 0. 0 1,205 5. 5 5,655.0 5 ,655.0 5,655.0 0 .0 69B 9. 5 5,661.2 s. 661. 2 5,661.2 0.0 2<2 15 . 7 5,662.9 5,662.9 5,662 .9 0 . 0 413 9. 2 5,668.2 5,668.2 5,668.2 o. 0 840 4 . 5 5,680.2 5,680.2 5,681.1 o. 9 710 5 .4 s. 687 .1 5,687.1 5,687.3 0 . 2 5,459 1.1 5,713.0 5,713.0 5,713.0 0 .0 3 ,334 1. B 5,713.0 5,713.0 5 ,713_0 C . 0 2,653 2. 6 5,713.0 5 ,713.C 5,713.0 0 . 0 533 8. • 5 ,717.5 5,717.5 5,717.5 0. 0 FLOOD WAV DATA COTTONWOOD CRcEK .... )> ~ m FEDt:R.AL Er.tE RGE:.~cv ·:;,'1;.GErJ!::NT AGE ~JCY ARAPAHOE COUNTY , CO AND INCORPORAT ED AR EAS ----- "''=l''t!.Y'l':"' r-;;s:-n .::£::c.:;_ ·' :. : .~ ... , ·..;1.• i J ,,;r1 '. .; ~ . ,. .-;,;-:;p ~fh':f -i-•.·;\~!· ·; i:.,.; ~ •.· ., .. _ :, ... -, ... ':, , .; -~., .. ='" l. ';:.~.;.;_ ,.;c.]. ';, 4 ~-3 . ,,:;ic,. FLOODW AY DATA COYOTE RUN .. :·· ,. .... FEDERAL e r.lE R".iErlCY ·.'A'IJ.GE!.12:fJT AGE tJ CY ,,. "" ARAPAHOE COU NTY, CO r m A ND INCORPOR ATED AREAS A •lA.1-U • :.;.1. n:t, ;;:;_ ')ff~. , ".,;·-..1 .i "-. f_•.~~. r ,, ,.,. "-,r : ·1-~-f I w;..·;EP ·1:ffACE t:L:'.0:h:-: FEE T tt :A\/:11 ',, r. ·•~ 5 , + ).j . :: • t_.,_. r ,, •-1 . ~. ( .; ·; . .: ..... ~ .;.::. :.,;.-_ ~ .. or,. ~-, ~ 2 3. ,,r .. ~ , +; <1.: • FLOODWAY DATA C O YOTE RUN -< ► :'I! m ,--.. ~-. FJ,o:-,:·•:~ ~ ~vtj ... ,. F ·a nt ' ·1 ?': E::.P. __ :,;J..::~· FE;JERAL Er-.1ErtGENCY r.tt,NAGE r.l ENT AGENCY AR A PAHOE CO UNTY, CO A ND INCORPORA TE D AR EAS ------ ?!..">Or:;.;;,,'/ 5£-:-t~::A.."..,. 1s:·:.v£ F'tE':' L 3•~ ..;13: 1".l'.A:l'/t:.OC :1"Y H!:':"f!:F. $i:Ct.!:D) "', ... f.-:. - 5 .110.0 ::. • "''l'l . 5 ~-I::: "7 . 1 81.$0: FLOOD W;.Tf.~ SUflfl.CE ELE'!ATil'c!I r --:'IICIUT .-,.....u,4(AY 1 FE.E.T (t,AV01 5 ,7t, __ _ 5 ,710 .0 5 , 1::1?. ':I !>,:: 7 . 7 t2 . : 5 , "1":Q ." 5 , ')Q. ':. s .~n . .J FLO ODWAY DATA COYOTE RUN ---< ► a, r m ,-------------- FL'~•:;!!l .J J (,Ul'C'E I Jut.ch Creel-: D E -, 2-6 ,..~ 6 S2 .; . .;~2 245 l .,=, .. r. !15 1-~ OJ 144 :2~ 12.; 1!.CUAPEPEltT) 600 1, C32 832 991 793 1,165 12 J 7 . B. 9 9 . 3 5, '346 5,35 4 .7 5,358.3 5. 362. 1 5,36 4 .0 5,370.8 ,~, ··-="""" "'" 1 ?:a::e ?~·.--,~ FEDERAL Et.lERGENCY f.1ANAGEME MT AGEN CY ARAPAHOECOUNTY ,CO AND INCORPORATED A REAS B ASE FLOOD WATER SUH.FA.C E ELEVATION IW ?TMCtr. Pt.00:11.;'AYI WITM P l,Q()ll:WA Y l'<:E7 11:.v01 5,31G. 5,35 4.7 5,35 8.3 5 ,3 62 .1 5, 36•i. 0 S,37U .8 5,346 _.; 5,354 .7 5,358.3 s. 362. :;_ 5,364.0 5 ,370.8 FLOODWAY DATA DUTCH CREEK J . 0 0. 0 0 . 0 0 0 J 0 J 0 .... l> (I) r m ... F'V11:t111:r. Sfa!II-'· ~ Ea'" To! 1 Gate C, e k 1 !'ee: G " J K M ~ ':' "..,SC) :. so ,, ',;9 ~ .;, ·, .; '9.; J ,d:." -D O -'0 S. OG ,o =o --,; :s .. -C .:.t': :o : €'; -0 ·t:.'Hl() > . .;..::o 36: :-ta :2 0 S5 :20 : 15 9fB P20 575 37 -i 3C9 :;-:o .; 18 368 4 S2 262 ve C:.J :-:.:'.!•.~,_c .. 1,,:·~ :-c!~ G i tt> C r~e-: FEDERAL EMERG ENC Y i.t.:.NAGEM ENT AGENCY ARAPAHOE COUNTY, CO A ND INCO RPO R ATED A REA S ~·t.!')()f,'AA.( ~v.c-r:o:: "i,u. (S(IUUI ,1:r.1 992 : , 0 4 ➔ "7 3 3 628 : , 803 60 : , 303 : • GO "I : '.;.;3 891 : • -t 34 : , 763 89 8 l , 38 9 1,270 1. l ;3 4 79 I I ~l','1::1.0C:":"T 1nir. •1:• Sf:CO !:?>) S . 3 7 . B 11. 0 12 . 9 . s 13 . 3 6 . ". 0 9. l 6 . 6 9 . 0 5. =! 6 . 5 H .S 5 ,4 13 .3 S • .; l 9 . B s. 4 25 . 1 5 .4 2 6 .9 5 , .;3 .;. -t s. ,:3 €. 3 s,.;,n. 5,44 9 .9 s • .;5 2 . 5 s . .;7 4 . 2 s, .;so. a 5, .j "'0. 3 5 . -~ 9 4 . 3 ~. 500 . s , 5 0 1. s . 504 5,51 3.6 BA S !:: ~·Loco WA7 E:R. SUPFI..Cr' E:L E'IA7 10!1 1••m~, •=0••>1 1 ££7 CJ:;,\':>) 5 ,4 13 5 ,-0 9 .8 5,4 25.1 5 ,4 26 .9 5 ,43 4,; 5,4 36 .3 5 ,4•i3 9 5 ,4 49 .9 5 , 'i 5 2 . 5 5 ,4 7 4 .2 5 ,4 8 0. 5 . 490. 5 ,4 9 4 .3 5 ,5 00 .3 5 ,501.9 5 , SG 4 5 ,513.6 5 ,4 1 3.5 5 ,4 1 9 . 5,42 5.8 5 ,42 7 . 5 i . '1 5, ·d b . 3 ::, , .1 4 3 . 9 5,4 4 9. 5. 45 3 5,4 7 4 .- 5 ,4 81.':I 5 . 4 90 . 5,4 9 4.3 5,501 .2 5 ,5 02.3 s, sos. s. 51 '.!. 6 FLOODWA Y 0 /,TA EAST TOLLGATE CREEK 0. 2 0 .1 C. 7 C (,. 0 0 . 0 0 . 0 0 . 0 '). 7 ) • C ,_ 0 . l 0 .0 0 . 0 0. 7 0." ------------------- F:.oon r~:c; SOUR ':E ~~ldsm.: th Gulch C ~ G J M 0 p ?. T u :,: ::. ',; O• : . -'>4, •• C.£E; ::J:: :~.:. . s :, H :• ·"· '~.t: q c ~. -35 7, 3 .:;5 'i, 6 .;2 9,·B1 ~. 5 J C :, , ·~ ., .; ,::i . 3 JS ~-..,, 'J '.:-'-8 3 ) 1 reet Abo ,.,e Ea s t ?,,.1 lev:,,...: ,;·.•":S:l.l " 97 5 .; :o~ 8 6 96 :!CO • : 7 ·l 2:C 3 : ~ .. .;5 .;s .;::: 25 :;-a as :~.; 93 ·02 le::: .;5 1 2 4 ~ I F t:0EP.Al E t.-1 ERGENCY F.1:,;.NAG Et.•1ENT AGENCY I ARAPAHOE COUNTY, CO AND INCORPORA TED A REAS 3 72 5 4 :I 332 335 2.;s : , 06 ➔ .;:;,3 SL O 5 0 5 302 ~98 230 1 0 <1 ::.c s 98 1,226 317. 90 75 84 SG S 6 .;a 1,9 206 92 153 C.] 6 . 6 . 5 a. a 1. 9 3. a 3. 9 6. 3. 2 3. 7 1 a 7. 8 . 0 . 8 . 2 . 0 . a . ; 0 . 9 . 2 5. 2. 3 4.8 2. 5.590 .8 5,602 .9 S,6C8 .0 S. 610 . 2 5, 61B . 5,620 :i 5,627 5 ,627.:, s, 63 4. 9 5. 636 . 3 5 ,641 5 . 64'. 2 5. 656. 3 5,659 .4 5,672 . .; 5,672 5.6-5 .2 5,078.6 5,68 0 .5 5, ?86. 2 5,0 66.2 5,699.0 5, 6C9 . 8 s, 10"'. a 5 .!.713 .4 wnTER :'.:UR Fi,Cl::: .,;u:w,Tt O:l rllnf/Jlr. Pt.ooCMA.1'! n£"; 1:::.·.-n , s. s :,~. a 5, 59·;. 6 5,602. 5, 6 0 B. 5 . 6 10 . 2 S, 616 . 3 ~.6?0.8 ~. 627. 5 ,627. 5,63 4 .9 S , 6::\6. 3 5, 6 -11 5 ,649. 5 ,656.3 5 ,65 9 5,672.4 s. 672 5,675.2 5,678.6 5,68 0 .5 s ,6eG.2 5 ,686. 5,699.0 5 . 699. 5,704.8 5 .!. 713. 4 5 ,590.8 5 ,595 .6 5,602. 5,60 8 0 'i. 610 . 2 5,618 .6 5,621.7 5, E17 . 3 5,628.5 5,63 4.9 5. 636 . 3 5. 642 . 5,649.,; 5 . 656 . 3 5,659 .4 5, 67:! . .; S , 672 . .; 5,675.2 5,£78.6 5 ,68 0 .5 5,686. 5. 686 . 5 ,699 .0 5 ,699.8 5 ,7 0 4.8 ;,.~ 713 FLOODWAY DATA GOLDSMITH GULCH (.t, ( .0 C. 0 C . 0 C . ') C. 3 r , 0 3 0 6 0. 0 0 . 0 0 . 9 0. 2 0 . 0 0 0 0. 0 0 . 0 0 . 0 0 . 0 " 0 1 n 0 0 0 " 0 0 l I i BASE FLOOO FLOODING SOURCE FLOODWAY WATER-SURFACE ELEVATIO~I (FEET NAV O) SECTION MEAN CROSS SECTION D IST ANCE ' WIDTH AREA V[~OCITY REGULATORY WITHOUT WiTH INCREASE (FEET) (SQUARE (FEET PER FLOODWAY FLOODWAY FEET) SECOND) GOLDSMITH GULCH AA 10.014 62 97 3 .5 5 .713.8 5 ,713.8 5.7 13.8 0 .0 AB 10.062 86 :,10 1.1 5 ,714 .8 5 .714 .8 5 .7 14 .8 0 .0 AC 10 .306 69 150 2.2 5 ,7 14 .7 5.71 4 .7 5.7 14 .7 0 .0 A D 10 .682 60 87 3 .9 5,721 .8 5 ,721 .8 5.721 .8 0 .0 AE 11 .091 21 34 7 ,2 5 ,732.4 !i,732.4 5.732.4 0 .0 A F 11.287 59 43 5 .7 5,737 .3 5,737 .3 5 .737,3 0 .0 AG 11 .38 1 82 58 4 ,2 5 ,738.1 5.738.1 5.738.1 0 .0 AH 1 :.586 131 99 2.5 5. 742.7 5 .742.7 5.742.7 0 .0 Al 11 .805 17 18 5 .9 5 .743.3 5 ,743.3 5.743.3 0 .0 AJ 11.988 11 16 6 .7 5.746 .1 5 .746.1 5.746.1 0 .0 A K 12.103 13 17 6 .3 5 .759.0 5 .759.0 5 ,759.0 0 .0 A l 12 ,250 14 17 6 .3 5.762 .7 5,762.7 5 .762 .7 0 .0 AM 12 ,683 14 17 6 .3 5 ,773.0 5 .773.0 5,773.0 0 .0 · Feet Above East Bellevie w A venu e FEDERAL EMERGENCY MANAGEMENT AGENCY FLOODWAY DATA .... > l!! ARAPAHOE COUNTY, CO m .. AND INCORPORATED AREAS GOLDSMITH GULCH -- BASE FLOOD FL OODI NG SOURCE FLOO DW/\Y WATER-SURF/ICE ELEVATIO N (FE ET NAV O ) SECTION M EAN I CROSS SECTI O' DIST At ICE" WIDTH AREA V ELOCITY REGULA TOR". W ITHO UT W ITH INCREASE (FEET) /SQ UA RE (FEET P ER FLOODWAY F LOODWAY FEE T 1 SECOND) GR/•N B Y DI TC H A cOO "26 337 1 2 537 1 2 537·1 2 537 1 2 00 ' B 800 77 95 4 3 5374 7 5374 .7 5375 3 0.5 C i .C SO So 66 61 5376 6 5376 6 5 376 6 00 D 1.550 80 94 61 5378 4 5378.4 537 3 4 00 E i 91 5 ·09 14 9 3 8 5382 5 5382 .5 5382 7 0.1 F 2 <00 ·04 119 55 5387 7 5387 7 5387 a ~-0 G 2 800 86 118 55 539 ~ 7 5391.7 5392 0 0 .3 H 3 200 97 472 2 3 5394 .6 :,394 6 5395.6 1.0 I 3,800 69 146 7 4 5 396 3 5396.3 5396 4 0.2 J 4 200 3? 109 82 5 398 7 539f 7 5399 5 0 .8 K 4 550 18 95 7 • 5401.4 540 1.4 5401 .5 0 .1 L 5 coo 4 3 83 63 54 05.5 5405 5 5':05 5 0.0 M 5.2~8 103 24 3 2 1 f 407.4 5407.4 5407 4 0.0 N 5 600 90 81 53 54 07 8 5407 .8 5407.9 00 0 5,eOO 94 82 52 5414.3 54 14 3 541 4 2 0.0 p 6 200 100 82 43 5416 9 541 6 9 5416 9 00 I,) 6,525 7C 97 3 5 5420 3 5420 3 5420.7 0.4 R 7.CJO 52 85 4 1 54 22.3 5':22.3 5422 8 0.5 I s 7.235 16 40 8 8 5426 0 5426 0 5426 0 00 T 7.EJ0 59 65 5 4 5428.4 5428.4 5428 4 0.0 u 8no 78 28 1 1 5 54 32.7 5432 7 54 32.B 0.1 V 8 6JO 63 163 23 54336 5433.6 54336 0.1 vv 3 ':37 ·,o, 881 0.4 5447 .2 5447.2 5447 5 03 X 9.2J0 70 316 1 2 5447 2 5447 2 5447 5 0.3 y 9 6)0 72 293 1 2 5447 2 5447 2 54 4 7 5 0 3 z 9.e3o 49 111 3 1 5447 2 544 7 _2 5447 6 0 3 1 Fe et A bove Conflue nce W ith Toll Gate C ree l-. FEDERA L EM ERG E NCY MANAGEMENT AG ENCY FLOODWAY DATA ~ ,. ~ ARAPAHOE COUNTY, CO A GRANBY DITCH AND INCORPORATE D AREAS ... }> l!! m ,. Ft.l'Yc!"ll!'i _:;.-:·•:1 .-:-; t:S-::>.:oc t ' Gr.-.<.•nwood Gulch C D G i-'. C p ~ T '.•: :.0·1-. i. 924 2. as~ '5 ' C,'7""'.' -• 1o- ..., , 74 5 -, 95;~ E. 01'1~: . : . 2~c. 1 .;: : !: 05·1 : -'s:::-- :.E, -~9 ~ 0 , 04 9 : ~, 5' 3 ~~.@A2 2•~,: ,)a :r,:.; 9 2i:, s.~-. 2:, 5.)J :;: . 235 2:-, 357 2;, 753 2 .; !.. 766 19.; 60 :2 9 592 2 70 : 70 220 : 7$ 300 25 :s C ] ca :E.; :;a :C3 so : as 2C 0 : 35 :::!5() :o:; . " 160 90 'F~et .:.bo•:e Co;;~lue~--'! l-i!:.h -H.:.l ~ ::::-;-::·e.,:.:_ FEDERAL EMERG ENCY r.1ANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORATED ARE AS F:.cnow:..v SECTlOll APV. ISC:JAPI PEr:"I 502 511 ,;a s 599 731 .;6 .; 1,219 l, .;95 823 , 640 326 .;06 2 ,4 00 1 :3 680 5:3 .;9 7 713 427 769 1,270 289 : . .;oa ..;22 .;ao KEM; VILOC:-::T IPl.rf Vl':R S ECCl?ltl l 5 . 6 5 . 5 5. 5 . 5 7 .1 . 7 2 . 2 . 0 l. 0 a - . 5 1 -i.l 4. 3 5. 7 6. 0 ·i.l 6. 0 . 8 . J 7 . 3 l. 5 5. 0 4 . .; 5,344 .9 s . 3 4 9 . 3 s. 353. 7 5,373 .8 s. 380.0 5, 3€6 . 5, 3E8. 5, 368 5, .;0 4 . s . .;2a. o 5,4 29. 5, -.53. 5 ,4 55. 5,4 6 1.3 s. 462. 5 ,4 E 7.u 5,468.7 5 ,4 69 . 5 ,476. 5 ,4 7 8. 5 ,4 88 S, .;9 5. 1 5 ,4 96.1 5,506.3 5 ,513 .3 BASE F :.000 \>!ATER SURF:..r:E E!..EVAT!Oll I"'~-•='""I F"EIT 1w,v:ll s. 34 4. 9 5, }.4 9 . 3 S, 353 . 7 5,373 .3 5. 380 . C S . 386. S . 388. s . 388 s . 4 0.li 5,428.6 5 ,429.1 S. 453. l 5 ,4 5 5.4 S , 4 61. 3 s . 462. 4 5,467.0 5 ,468.7 s, 4 6 9. 5 ,476.2 5 ,478 .0 5,488 .0 s. 495. 1 5. 4 96 . l 5,506.3 5 _,_ 513. J s. 3 4 ~ 5 , 3 .;9 . 5. 354. ! 5 ,373.8 5 , 380 2 5 . 387. 1 5,388.9 S, 388. 9 5 ,4 04.4 5,4 28. 5,4 29. s. -1 5.3 ... 1 5,4 55 .7 5 ..... 1. 9 S, 4 63 . 5,4 67.0 5,469. '5 5,4 7 0 . S .4 76 .6 5 ,4 78.7 5,48 8.6 s. 4 95. 3 5,496.6 5,506.9 5 !.. 514. 0 FLOODWAY DATA GREENWOOD GULCH C . 7 C . 6 (.6 . 0 0 . 2 0 • 0 . 7 0 . 5 ) . 3 ) • 0 0 . 0 . 0 0 . 0 . 5 0. 7 0. 0 0 . 9 0 . 9 0 . 4 0 . 7 0 . 9 0 . 2 0. 5 0. 6 0 . 7 ------------------~ .... )> DJ r m ... F:..00:JI!lG 5' ''..IJ.' "I:: !l!s:'A!lt'..I!• G :.·eenwood ulch (Cor.t'd) z ;..;.. ;.3 n C D ;..;, ~.5 . 31 J 25. ,;.:; 5 :: • .:; ::i,; _,;, :.;.:; :-• 2.;,s -3E2 156 5;:7 as 1 .;: 5 2 55 F:.,l')("IDW.",'i SR~!CN .utEA ISCUUI. f'Rt:"I 293 =:s o 2 60 "&A.l'l VJi:t.Ct'.l TT !r.l!r. fl.I; 7 . 2 3. 2 S. 0 St . l :a. s 6. 5 , 5 2 (1 . 4 5 . 52 4 . 7 5, 52 .; 5 ,530 . 5.540 .S s. 5 4 3 Wt.TE? SURP/,CE: icLlc:'IATI OII lw:nter. r t.00:>WAYI WlTff f't.OOllW"'Y F"E£7 t :::.•."D ) 5 ,52 0 .-l 5 ,52 4.7 . ::,~4. , 530 . 2 , 5 4 0. 5 , '>4 3 . 4 5,521.0 5 , ,24. 7 s. 524 5, ~30. 0 5,540 .7 5 ,544.3 0 . 5 o . a -0 . j -u . 2 I). 2 +J . 9 , •• , ,,_ .,.,.,, ... , •.. ' ......... c,,,, J FED ERAL EME RG::NCY MANf..GEMENT AGENCY ARAPAHOE COUNTY, CO A ND INCOR POR ATED A RE AS FLOODWAY DATA GREENWOOD GULCH ~ a, r-m ... G r-e en:,.-o oC: Gul ch Bypass I, R C D '~·eec A!;o·1e C.o .-;i :::-ate :.:-::.s ;c -5} .,r. 307 t,},t ~}7 ': ·n FEDERAL l::ME RG!:NCY hlANAGEr-.1ENT AGENCY ARAPAHOE COUNTY, CO A N D INCORPORA TED A R EAS (SQlJ.UI! J'EE'T ) .;.;2 2. 4 22 2 . 223 1 . sa~ 3 . 6 0. 7 0. 7 . B 5,343.9 5,3 44.2 5, 3 .;.;. 2 ~. J 4-l. J (l.·,s i,: t-'LOOD WA7CR SURFACE ELEVJ,TI 0 :1 ,-·7 F"t.£":" rt:A'/::ll 5,343.9 5,3 4 4.2 S.3 44 .2 ~.3 •14 .J 5,3 43.9 5 , 3-14. 2 5 , 3 4.;_2 S , J 44. FLOODWA Y DATA GREENWOOD GULCH BYPASS 0 . 0 0 . 0 0 . 0 O. f_l -- f-'l..00D : !/:j S CUP CE Olr.>..-:~E' Lee Gu1 -::, C F r, J ,. ~ " p n u -:=5 5f -~ 9: ·' :,1.;,J : , 5 .. 5 2. 5"70 2, 6 ::::. 3.: =~ ·,,. 4 0 4. 2_1;- 4 ,5 4 0 s. 5 ..... o 6,:, 0 E ~~5 '=. i;.,o €,•LO 7. J~O -. -:-1c i:.) 30 '.) ~. :o : r, -50 : C. 30 : ,.. _,_ :;o : ·10 !t 3 6S 10 60 ,;co 92 23 (1 223 :1.; : $0 :c ... . ,o a c 58 :.co ! :i o 1 4 5 :oo E9 6 J e . 95 ES 95 6 0 'F~o:: .:..b ov~ Co;;:"l•J-!':"."":".-\o.:-.:!1 301rh ?:at;.-!' R :vc:- FE O~.RAL EMERGENCY fMNAGEMENT AG ENCY ARAPAHOE COUNTY, CO AND INCORPORATED AREAS F :,,X,DWAY !iE-1:TiON ,U.U tSOlllJiI Pl:r.l 36 8 300 : , 0 32 :95 7 , ;92 :'!, 296 :?39 773 l , 88 0 S,,53 4 65 4 05 42 i :H S 19:: :9S 52 4 325 55 ;:.; 384 263 533 306 .; ;7 12E 7 . 8 9. 6 H.7 o .-. 1.3 :2 . 0 3. 7 . 5 0 6 . 2 7.1 6. 7 8. 3 1 3. 2 :3. 0 Q 7 . 9 .; . 6 a. 2 6 . s . • & a. 3 5 . S :1.0 s. 3 38. 2 5, 3 .;9. l 5 ,351.3 5 ,3 53.5 5,370. 5,370 .2 5,115.2 s . 3 87 . 5,367 . 5 . )68. s . 38 9 .1 5. 393 . 4 5. 39 8 . 7 s. 4 0 2. 9 5 ,4 11.6 5. 41:. a s . 4 1 7 . :J s . .;2 0. 5 ,4 25.7 s. 4 29 2 5 ,4 3 4 .9 s. 4.;3. 4 5,4 48. B 5 ,454 .5 5, .!61 . 5 5 _,_4 67 .8 B A S E f,'f,001) W,\TER SUR PACI:'. E!..EVATI Oll i"'""= ·=··.,1 F'E:£t t W,',":ll 5 . 338 . 5,349. 5. :!51. 3 5. 3!:JJ. 5 s. 370. s ,:no S, 375 5 ,367.2 5,387.9 s. 388 . 5,389 . l S, 39 3. ·I 5, 398 7 5,4 02 .9 5,411.6 5,41 1.8 S, 4 17. 0 5 ,4 20 .5 5 ,4 25 .7 =., 4 29. 2 5 ,4 3 4.9 5,443.4 s, 4 ,;0. a s. ,;54. 5 5 . '<61. 5 s. •t67 . 5 . 338. 5,349. 5 , 351. 5 ,3 53 .5 5,370 . l 5 ,370 .2 5 ,375.2 "> 387. 2 5,387. 9 5,388. l 5,389 . S, 393 s . 39 8 . "7 5 ,4 02 . 5 ,4 11.6 5,411.8 5,417.0 5,420 .~ 5, 42 'i. 7 5,429.2 , 4 3 ,;. 9 5,443 s,4<1 8.e 5,45 4 . $ 5,4 61.5 Sr <i 67.8 FLOODWAY DATA LEE GULCH 0 .o 0. '1 ". 0 1. 0 ) . 0 ) . 0 0 . 0 0. 0 . 0. 0 0 . 0 a. o 0 . 0 0 . 0 0. 0 0 . 0 0. 0 0. 0 0. 0 0 . 0 0 . 0 0. 0 . 0 0 ... ,,. a, r m ... p;.ooo lNG SOURCE :..Cc Culch {Cont 'd M AF AC "° A i::: AP I :tSTA."l C:£1 10 , 9::!0 11,500 11,94 0 :2, 27 0 l:?, 825 : 3 ,38 0 70 85 78 so 66 5 6 1 F'ec: Above Co::-i:'luc:ice ·,.!th South P 1.att.e a ~vc:- FEDERAL EM ERGENC Y MANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPOR ATED AREAS F :.OOow;,y 129 329 237 191 216 169 K1!An Vrt,OCI':T IPU'1"PU 10. 9 . 3 5. 9 7 .• 6. 5 a. 3 5, '167. J 5,475.8 5 ,4 79.0 5,483.8 !:>, 4 92 . 5 S,50 0.6 BASE F t.000 WATER SURPACE ELEVAT I OU l"'lTIIOUT PLOODWAT I WITH PLOOVW.t.1' FEE':' 1!:.t.\?I 5,4 67.9 S,475.8 5 ,4 79.0 5,483 .8 5, ;J 92. 5 5,5 00.6 5 ,4 67 .9 5,475.6 5,47 9.0 5,483.6 s , ·1 92. 5 5,500.6 FLOOOW AV DATA LEE GULCH 0 .0 0 . 0 n. o 0 .0 0. 0 0 . 0 ------------------- > ID r m ... F'LOOVil:':; SOt;VCF L ic::.le Comanche ~:-eek 3 C D G H D?!l'TANC!' 2, a:o 2,7 00 :! , 7 7 0 3, 9 0J 4. OCl'I 4,77) 6 , 00 ] 6 . 4 5 □ 7 ,50 0 , 9 00 , 680 , 3 00 , 73 6 l '.::bll 2. 915 ~30 570 1 ... 0 'Feet. .c.bo ·:e Co:i ~l\:e~ce W:t.h Ccn:a:iche Cr eek FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORA TED AREAS SEC'T IO!I ARll ts c .. u• rrr.1 5 ,20 9 5,2 76 3 ,04 3 2 ,015 l, 353 7 ,51 4 2,28 0 s. 208 1,360 ' 3. 9 3. B 6 . 6 9. 2 13. 7 2 . 5 8. l 3. 6 5. 4 BAS£ F :.00D WA7ER. SI.JR.P ACE E!..~:v;,rro 11 T,,.. .... .,,.. ... I 5,372 .2 s. 3 72 2 5,3 72 .2 5,373.5 5 ,3 73 .5 5 ,373 .5 s. 37'1 . 9 5,37 4.9 s .~1 .4.9 5 ,376 .9 5,3 76. !J 5 ,3 7 6 .9 5 ,377 .0 5,3 77.0 5,377 .0 s. 382 .4 5 ,3 82.4 5 ,382.~ 5,385 .2 5,365 .2 s . 385. 2 5,391.4 5 ,3 91.4 5 ,391.4 5 ,3 92 .5 5,3 92 .5 5 ,392 .5 FLOODWAY DATA LITTLE COMANCHE CREEK C . 0 C . 0 C . 0 0 . 0 0 . 0 0 .0 0 . 0 O 0 0 . 0 FLOODl!lC 6 01.'P.C'E Li ttle O r/ c r eek A 3 C D E F C J K M N 0 p Q ~ s T u V \·/ l)lSTA!IC'l 1 1 ,;,r1 2$0 76 1 , 2 0 .; . 35~ , 4 5 9 l , 65 1 , 8 5 9 6 , 380 6. 5 90 6. 9 60 "', 0 0 0 7 ,285 7,4 85 9 , 2!:'0 0 , 3 4 2 ~O . 3E l .'J , 869 ; l , ,;c 9 1 2,153 14.87 7 15 , :-:-9 : 5 , 2 'l 2 16 . 4 2 1 : 7 .!. 75 3 ao 8 0 90 4 7 7 5 S 7 ,;9 49 122 ,05 I 5 'J 1 ; 8 9 1 6 6 570 2 22 5 4 60 DO 65 173 65 72 5 0 1;,__Q_ 1 Fe flt ,\hove C'on fl u oer>e"E" W1 ·h Solrh ?l•::::::e F i •·""!" FLOODWAY 1300.\Jl'lrlrTJ )j<;j 64 9 4 9:? 26 9 36 9 298 33'.'> 3 r , 6 26 sos 3 8 0 5 37 6 3 3 1 ,0 3 9 85 0 727 185 4 56 4 5 5 35 5 31 0 314 3;5 6 4 2 61 . : El~'J'a t.~c :,. Due: :..o 3ackwcot e :-F:-:::n So-.:.:.h Fla::::.e R:·..-e!" ... )> m r m ... --- FEDERAL EMERGENCY MANA GEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORATE D A REAS l!D...>l \'tLOClTf IPllfT PU S I C'Oml l 10. 3 5. 7 7 . 5 ,3 . 8 1 0 . 0 12 1 1. 0 1: .o 5 . e ., .2 9. 6 6 . & 5 . 8 3 a . o 4 . 3 :o . 4 . 2 5 . 5 6 .2 6 .2 . 2 .6 3 . a 5,270.22 5,.2 7 0.~;i 5,2 70 .2 2 5 ,274.0 5 ,27 7.3 5,2 79.8 5 ,28 1 . 5,283.9 5 ,321.3 5,3 2 1.7 5 ,322 .b 5,323.4 5 ,326.6 5,327.2 5,336.9 5,3 39 4 5 , 3 -D .2 s . 348.6 5 ,349.6 5 ,35 2 .9 5,36'1 .E 5,36 7.0 5 , 3 6 b.: 5 ,3 73 .7 S.!.38 0.2 s;.s:E r·LOO c A"A:'ER SUPFACE ELEV:.T !O!I I wtTMOUT rLOODWAT I WITH P LOOJlWAT FE~ !IU.VD I S,..!66 .2 5,266 .2 5,26 8.8 S,2 68.B 5 ,270.1 5,270 .2 5 . 2 74 . 0 5 ,274 .0 s. 2 7"'. 3 5 ,277 .3 S ,27 9 .B 5 ,279.8 5,281.9 5,2 0 1.9 5,283.~ s. 283 . 9 5, 32]. 3 5 ,3 21.3 5 ,32 1.7 5 ,321.7 5,322.6 5,322 .6 5,3 23 4 5,323. 'I 5 ,32 6 6 5 ,3 2 6.6 S, 327 . 2 5 ,32 7 .2 5,33 6.9 5 ,3 3 6.9 s. 339 5 ,33 9 .4 5 ,34 3 .2 S , 34 3 .?. s . 3 .;e. 6 5,348.6 S , H J 6 s. 350 . ,; 5 ,352.9 ~.353.3 s, 3 6 4 .6 5 ,364 .6 5,367 .0 5,3 68.0 5 ,36 2 .5 5,369 .3 5 ,3 13 .7 s. 37 3 . 7 5,380 .2 s . 38 ('. ! FLOODWAY DATA LITTLE DRY CREEK 0 . 0 0 . 0 0 .l 0 .0 0 . 0 0 .0 0 . 0 0. 0 0 . 0 0 . 0 0 . 0 0. 0 0 .0 0 .0 c.o 0 .0 0.0 0 .0 0 . 8 0. 4 0 . 0 1.0 0 . 8 0 .0 0 . l ... ,. ID r m .. F":..00::,?UG !:r'UP,;: :..i tt:e :>r1 C :-e<?k (Cont.'d z ;._; A 3 AC I-:J AE AF AC Al ;..J AK AL AM AN ;..o /\P AO ;·,,,.~ .ss AT /\U AV ;..~•1 :a. 223 ::::i. 25;, :'.!:2. 95 '.l 2 .;, 90: 25,203 :!5. 52d 25. 630 2',, 370 2-. 326 29,725 2<lo. 810 !l, 5 97 33,250 33. 341 :;. 1 3P S .!3, 912 3 .;,. 8 4 3 35. s=; 36, b91 36,8 92 37 ,1 36 38 , 7'>0 .;a, 23 9 .;,: _,_a: 3 -o ;c 63 175 38 71 71 72 4 , 41 76 62 s : ·~9 46 C9 67 56 .;a 83 62 62 .;6 1 Fe .:• I.hove Con!lu~nce w::h Soc·h ?lat.Ce Rl \'e!" FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOECOUNTY,CO AND INCOR PORATED A REAS ucr:oi: J.llU. IS~.UI! P ErT I -n o 284 5 4 5 3,160 1 . 74 6 664 5 4 9 €44 ,;39 318 544 4 0 2 3 0 1 265 211 270 39 5 4 12 296 3 06 696 210 236 21 0 {PEET PU S lll!OIID) 4. 9 8 . 1 •. 2 0 . 7 1. 3 3. 5 •. 2 3. 6 5. 3 7. 3 •. 2 . 2 7. 0 B. 0 10. 0 7 . B 5. 3 S. l 7. 6 . . 0 0 7. 1 B. 0 5,381.0 5,399.7 5 ,402.4 5,41 7 8 5,4 17 8 5.-417. 7 5,418.2 5,42 0 .1 5,426 4 5,429.7 5,436.5 5,4 4 5.7 s , 454 . 4 5 ,454.7 5. 456. l 5 ,45 9.1 5 ,46 5 .0 5,4 -3.4 5 ,47 5 .4 5,4 7 8.8 5,479.9 s. 494 .4 5 ,50 8.2 s _,__~1 s.2 BASE F LOOD WA1'£R sur~:.cE EU:.."Vl,TlOU l"f1'1IOU't PLOOUWJ.T I VfTII PtooDWJ.'I' P'u:T 11:.\'IUI 5 ,381.0 5 ,313 1.) 5,399.7 5,400.4 5,4 02 4 5 ,403 .2 5,417.8 5 ,4 17.8 s. 41 7. a 5,417. B 5,4 17.7 5,4 1 8.2 5 ,4 18.2 5,4 19 .2 5,420.1 5,420.7 5,426.4 5 ,426.6 5,429.7 5,43 0.6 5,436.5 5,43~.4 5,44 5 .7 5,446.5 5 ,4 5 4 .4 S, 455 4 5,454.7 5,4.55.6 5 ,4 56.1 5 ,456 .1 s. 4 59. 1 5,4 60 .1 5 ,4 65 .0 5,466.0 5,473.4 5,473 .4 5,475 .4 5,475 5 5,478 .8 5,479.0 5,479.9 5 ,48 0 .2 5,494 .4 s. 4 9 4 . '1 5,508.2 5 , S OB 2 5 ,515.2 5,515.2 FLOOD'l.'AV DATA LITTLE opv CREEK 0. 3 0. 7 0 . B 0 . 0 0 . 0 0 l 0 I 0 . 6 0 . 2 0 . 9 0 . 9 0 . B 1.0 0. 9 0. 0 1.0 1.0 0 . 0 0 . 0 . 0 . 0. 0 0 .0 0 .0 I BASE FLO OD FLOODING SOURCE FLOODWAY WATER-SURFAC E ELEVATIO N (FEET NAVO) SECTION M[AN CROSS SECTI O N DISTANCE' WI DTH AREA V ELOCITY REGULATORY W ITHOUT W ITH INCREASE (FEET) (SQUARE (FEET P ER FLOODW A Y FLOODWAY FE ET) SE COND\ Lutle Dry C reek {continued) AX ✓-2 297 50 206 4 2 5,527.8 5 ,527 .8 5,528.7 0.9 A Y 43.-'78 36 117 7.4 5,535.0 5,535.0 5 ,535.1 0.1 AZ 43.7 57 12 47 5.2 5,537.7 5,537 .7 5 ,537 .7 0.0 BA 43 921 27 5 5 4 .3 5,5 39 6 5,539.6 5 ,539.6 0.0 BB •7 ·so 124 567 33 5,5 73.2 5.57 3.2 5 ,573.2 0.0 BC 4 7,545 65 375 50 5 ,574.7 5.574 .7 5,574 .7 0.0 B O 47 ,7 32 53 249 7 5 5,575 .5 5,575.5 5,57 5.5 0 .0 BE 48,066 49 208 9 .0 5.582 9 5,582.9 5,582.9 0.0 B F 48 253 49 188 12 .4 5.586.3 5,586.3 5,586 .3 0.0 BG 4 [ J9 128 52 8 4 .5 5,597.9 5,597 .9 5 ,597.9 0.0 BH 48,9 33 6 9 385 4 .9 5,598.3 5,598.3 5,598.3 0 .0 Bl 50,0 1 7 50 180 10.4 5,606.2 5,606.2 5.606.2 0.0 BJ 50,462 44 168 11 .1 5 ,6 15.8 5,6 15.8 5 ,615.8 0.0 BK 50,503 22 133 14.0 5,6 18.0 5,U18.0 5,618.0 0.0 BL 50,937 95 167 6 .9 5,619.4 5 ,6 19.4 5,6 19.4 0 .0 BM 51 .357 70 115 10 .1 5,62 1.8 5 ,62 1.8 5,62 1 .8 0 .0 BN 52 427 40 11 9 9 .7 5.632 .0 5 ,6 32.0 5,632.0 0 .0 8 0 52 ,6 90 60 223 5.2 5,638.6 5 ,638 .6 5,6 38 .6 0 .0 BP 53 7 17 80 109 10 .6 5,6 57 .3 5,6 57.3 5,657.3 00 BO 54 ,187 160 104 10.6 5,669.2 5,669 .2 5,669 2 0.0 BR 54 307 1 10 457 2.5 5,677.5 5 ,677.5 5,677 .5 0.0 BS 54 .797 50 1 12 10 3 5,680.5 5,680.5 5,680.5 ~; I BT 55 877 I 70 113 69 5,699.7 5,699.7 5 ,699 7 BU 56 537 60 87 8 9 5.720.9 5,720.9 5 ,720.9 00 ' F eet Above Confluence With Soutn P latte R rver F EDERAL EM ERGENCY MANAG EMENT AGENC Y FLOODWAY DATA .... > ~ ARAP AHOECOUNTY,CO AN D INCO RPO RATED AREAS LITTLE DRY CREEK -------=------Ga----- ...., )> II) r m ,. I F !..OOD!!lG SO:JRCE Lice.le Dr y Creek (Cont'd) BV BW B' BY 0:5':'J.Z,U:E ' 5€ 5·r <;7 , i,7 57 , ]..;7 .. ,., , 597 : :rn 65 4 00 l ·i O e'eet. Atiove Con!'lue:i.ce il'1t.h Scuth ?latt.e R1\'e:- FEDERAL EMERGENC Y l'.1ANAG EM ENT AGENC Y ARAPAHOE COUNTY, CO A ND INC ORPO RA TED A REA S 1,0 89 95 2 ,237 1,287 MLUI \•C.OCt':'T (PDT PU SECOIQ I 0 . 7 8 . 2 0 . 3 0 . 6 5,73 1.7 5 , 7:?'!. R 5,74 9 .8 5 ,7 49 .B BAS E 1"1.00D WATER SUJffACE El,EVATIO:I , .. ,...OUT ""°"""I F"[£T l?!A'Jt>) 5 ,731.7 5 ,7 )].8 5,749 .8 5, 7.;9 . 13 5,73 1...., 5,7 31.8 5 ,749.8 5,749.8 FLOODWAY DATA LITTLE DRY CREEK 0. 0 0. 0 0 . 0 O . 0 BASE FLOOD FLOOD ING SOURCE FLOODWAY WATER-SURFACE ELEVAT ;ON !FEET NAVD) SECTION M EAN C ROSS SECTION W IDTH A REA V ELOCITY REGULA TORY W ITHOUT WITI-INCRE ASE D ISTANCE (FEET ) (SQUARE (FEET PER FLOODWAY FLOODW AY FEET) SECONDl LITTLE'S CREEK A 3 ,550 110 278 8 .1 5 ,369.3 5 ,369.3 5,369.3 a.a B 3 605 265 348 6 .5 5 ,374.0 5 ,374.0 5,374 .0 a.a C 4 ,130 270 820 2 .8 5 ,3 75.6 5 ,375.6 5,375.6 0 .0 D 4 ,645 200 349 6 .5 5 .3e0.9 5 ,380.9 5,380.9 0 .0 E 5 .250 161 441 5 .1 5 ,389.1 5,389.1 5 ,389.1 00 F 5 915 85 357 6.3 5 ,392.5 5 ,392.5 5 ,392.5 00 G 6 250 158 J93 5.7 5,395.1 5,395.1 ::,395.1 a.a H 6 750 155 -l ::3 5 .0 5,398.4 5 ,398.4 5 ,398.4 a.a I 7 400 130 360 6 .3 5,406.6 5 ,406.6 5 .4 06.6 a.a J 7.485 23( 4 90 5.6 5,407.9 5,407.9 5,407.9 0 .0 K 8 0 10 13 , 352 6.4 5,409.9 5.409.9 5.409.9 0 .0 L 8 135 L:0:5 6 28 3 .6 5,412.1 5,412.1 5,412.1 00 M 8.685 103 260 8 .6 5.415.7 5,415.7 5,415.7 a.a N 9 130 170 627 3 .6 5 .419.6 5,419.6 5 '19.6 a.a 0 9 570 23G 339 5.2 5 .425.2 5.425.2 5 .•25.2 a.a p 9 6 85 330 1,138 1.6 5.426.3 5 ,426 .3 5,426 .3 a.a 0 ,n 19() 104 206 8.5 5 ,426.4 5.426.4 5.426 .4 00 R 10.a 1 · 8 1 212 8.4 5 ,436.7 5 ,436.7 5,436.8 0 .1 s ; 1 163 82 390 4 .6 5.442.2 5,442.2 5 ,44 2 .2 0 .0 T 11 253 85 318 5.6 5 ,442.2 5,442.2 5 ,442 .3 0 .1 u 11 6 19 79 237 7 .5 5,444 .9 5,444.9 5 ,44 5 .2 0 .3 V 11 94 6 103 274 6 .5 5.449.1 5,449.1 5,449.1 a.a w 12 279 80 213 8 .3 5.452 .9 5.452.9 5,452 .9 0 .0 X 12 609 122 269 6.6 5,457.5 5 ,457.5 5 ,457.5 0 .0 y 13 0 05 69 180 9 .1 5,462.7 5,462.7 5.462 9 0 .2 z 13.478 193 255 6.4 5.468.6 5,468.6 5 ,468 7 0 .1 AA 13 .9 28 202 446 40 5 ,476.4 5.476.4 5.476 .5 0 .1 · Feet Above Conflu ence w,u, South P latte R1ve r FEDERA L EMERGENCY MANAGEMENT AGENC Y FLOODWAY DATA ... ,. "' r ARAPAHOE COUNTY, CO m A ANO INCOf!PORATEO AREAS LITTLE'S CREEK .... :,, tD r m ,-·ux:r:u"":; Ft.001)1-/AY !:!;..S~: FLOOU WA"rt::R SUflFACI:: t::l,!,~VAT I (.,ti r-I I I I 1m•ouc ,_..,I m, ·~~., . :i: • .._._-z • Murph:, ..:r eek 3 C ,. G K M " 0 p Q R s T u " .. =~- .J., 9s,1 .; ' .... 0 .; • 9 .; ~ ... :2 .; -. s: 0 C. 1 :.; "· ~'12 9. '::4 :1 ")9~ o,-:: ::.::·:) : : • &:t:e; : : . s::- :::3 : ; , ;66 ~::3 e= :-- c--::2 ; "> ,-... : :, -cs : .,, . sc a • 6 . OED :.; . ]t:'.7 16 ~ 6 "t 0 ' f'@~:: :.bov,--. Cor-.f ! ue:i.-:•· ;;: ~ h -::0.1: -:'.:-e..,.;: : . 000 770 •ot .:20 4 60 :>35 236 2 0 8 2 "t5 2-.s 300 2..,5 333 3~6 :.37 :?S':. .; 39 .; 3 : ~32 723 691 723 7 24 3S6 :2c !.3E FEDERAL El,1E RGENCY MANAGEMENT AGENC Y ARAPAHOE COUNTY, CO AND INCORPORA TED A RE AS 755 , 2 4 8 73 . 10: . 315 , 3 4 5 SB "t 569 872 S65 770 . 57 : 1. 0 1., 495 637 89S CBS 637 '>99 62S 396 677 38 667 9 '>9 S. 6 3. 4 s. a 3. 9 3 . l . 0 7. 0 7. 2 . 7 7. 0 S. 3 7. 3 2. 15 . 0 a . 6 . 4 ... 6 S. 2 4. 2 7 . 5. 7 9 . 0 . 0 9 . 0 3. 9 5,51 4 . a 5.517 .7 5, 5 : 9 . 7 5,52 3.2 5. 52 4. 5 5,52 4 .9 5,527 .8 -.. 533 . S 5,5 36.6 5,539 .9 s, 5 42. 9 5. 5 4 5. 1 5,55 2.0 5,551.9 s. 55 2. 9 s. =ss . 5. 55 0 . 5,562 .7 5,56 7.2 5,56 8.7 5,57 2.9 5,57 3.7 5,57 6.2 5,57 7.1 ~.s,o.a S!.579 .3 l'"F.1-~ •;;.-,"":) S ,Sl-U I 5,517 .• , 5 ,519 . 1 5 ,523 5, 52:. 5 5,52 4.9 5, :'27. r: s . :,33. 5 , J36 . 6 ~-539 . 9 5 ,54 2.9 5 , :'4 5. 5 . _ 52 . 0 5, :•s1. 9 5. 552 . s . 555. 5 . 560. 5,562.7 5,567.2 5,568.7 5 ,572.9 5 ,573.7 s . 57i:i . 2 5 , 5 '17 . S, S78. S !.579 . 3 5, '.:.15. C J , 517. 9 5,519 .7 5 ,523 .2 S . 525 . 0 5,525.5 5 , 527 9 5,534.2 5,537.0 5 ,5 4 0 .1 5 , 5 4 3 5,545.6 s. 552. a 5,551 .9 5,552.9 5,556 . 5,56 0 . 5 . 563 s . 567. 7 5,569.0 ::: 572. 7 s .~73.e 5 ,576.5 5,577.2 s.5?s.a 5 !.5 79.3 FLOODWAY DATA MURPHY CREEK O . 2 0 .2 I). Q 0 . 0 0 . S 0 . 6 •).l ).7 ·). 4 , .2 ) . s ) . s 0 . 0 0 .0 0 . 0 2 . 2 0. 7 0 . S 0 . 3 -0 . 2 0 . 1 0 . 3 0 . l 0 0 0 . 0 .------------------------------------------ .... J> l!! rn .. F:.OOO!!IC SOU?.CE :-1..!r9hy Cn::CJ.: Cont'd ;..A A3 AC ;,["I A F AG fcS i-.i AJ ;;r ,;:.. ,\M A'J ;..;, AO AR A S O.T /..U AV ;..:•; A;•'. ;.:£ h.Z :~, 30( 6£:: a. :,5r ?,,£.'7t" c, J:: : 9 ' "" ::!C, C!· :>a . ..;a ;-·,e_·, ~..;. o_. :;: . :is: -2.8 0:J ;>;, O:>C ;,3-s-9 2 .;, ~2] -5 . 04E . 5, 3 .,0 25, 9C7 2£ --5 :"'I. --5 2S . 2 :o 28, .;·•:; 28 -'-fi ~•O . F'Pet. :.hov,. C,-:,:-"l u .,.~.c.., 1,::!-: :"o-•? C:-ee·-<. : 36 : :o 57 58 : 59 ?2 0 2 0 4 ::! : 0 :.;o 3:,1 :57 :as C83 200 2 sa 55 98 7 6 ;.;>.; :sn : 11 >i S :1 1) FEDERAL EMERG ENC Y r.,t;,,NP.G Er.-tENT AGENCY ARAPAHOE COUNTY, CO A ND INCORPORAT E D A RE A S ------ 1 ,01 3 ;9 4 300 ·i Ol a:H 4 79 5::? 4 ::!2 4 91 3?3 1,305 2,32 3 0. _j 509 2. 136 72 1 .;3 0 3 6 7. 17 .;.;4 9 4 3 361 '107 573 3 4 6 M£A:: '•u,uC!":T IP'l!!":'PEP S ECCl?•!I I 3. !; 6. 2 1 2. 9 . 4 . .; 7. 7 6. 6 8 . "1. 9 . . 5 l. 6 i;. 5 .3 7 . '2 9 65 1 9 . 8 7 0 3. 8. 6 6. 5 a. 9 S, S83 . .; s.sa4.9 5,586 .7 5,590 . 5 . 592 . 5,59 4.9 s. 597 . 1 5,5 9 8? 5,601.0 5,603 .0 5. 61 .;. s. 61 4. 3 5,6 14.2 s. 61 4. 3 5,6 2 1.2 5 ,621.5 5,623 .0 5 .625 .9 5,628.5 5,1:11.7 5,636.4 s . 63 8. 3 S.6 .;1.6 s. 6 44 5.644.9 5 ±.6 4 6 .2 BAS£ F'LOOD WATER SUP.FACE EL.E\'ATIO'.l l"'ffl ~IT '"'°'""I I 5,58 3 .·1 5,58 4.9 5,586.7 5 ,590 .5 s. 5 92 . 5, 59 .;. 9 5 ,597 . 5 ,598 .2 5,601.0 5, '>03 . 0 5,6H . 5,61 4 .3 5, 6 :'1 . 2 5,614. 3 5,6 21.2 5,621.~ 5,623.0 5 ,625 .9 S, 628 . 5 5 ,6 )1.7 r:., 636 5 ,63 8 . 5 , 6 4 _. 6 5,6 44 . 5. 6 44. 9 5,64 6 .2 5 ,583 5 . 5 84 .8 5 ,586. 7 5 ,590 .5 5,592.4 5,594.9 S , 597 . 5,598 .B 5 ,'501.0 5, £03 S , 61 4. 1 s . 614. 5 . 61 4 5 ,611l.] 5 ,621.2 5 ,6 21.5 s , 62 3 .1 5 ,626.7 5,629. 5,63 1.7 s, 636. a 5 ,63 8 .6 5 ,6 4 1. 5, 6 <;4 . 5 5 ,6 4 5.6 5 . 6 4 6. 1 FLOODWAY DATA MURPHY CREEK 0. 0 -( .1 0. 0 0 . 0 0 . 2 0 . 0 o . 0 C . 6 C . 0 (.' (.. 0 n . o 0 . 0. 0 . 0 1). 0 0 . J . J . 6 ) . 0 '.). 4 0 . 3 0 . 0 0 . .; 0. 7 -0 . 1 .... :,,, a, r m ... i,.·L,OOU WG SOUfH:E Mu rphy Creer. (Cont.'d l ,, BB BC BD BE 3F' 00 -Bl N BK ~ M ~ m BP ~ D u ITT w n " u H u O!s-:M:ca:: 2e,s:n 25. 511 2':l, 65 6 30,33 0 3C, 668 :: : • o:::.o 31, 1.;o 3 ✓, 750 JJ., 6:4 3 ..;. o:o 3 4. 7 8 3 4 ,857 3S, 529 35,646 3E , 2"19 1 6. 32 "1 36 ,836 37 , ·1 2 4 38 • .;'.)O 39 , 0.)9 39 . 72 4 0 , 7 9 ..;o, 5 -t 4 0 , 2'.!9 4 0 ,8 28 •Vi._._318 1 Fee~ ;.bo•Je Co:,.!luenee \.i~-:h Coa . C:-e(!k. :47 :0 4 )3 71 84 :57 3 4 6 128 51 63 70 91 63 129 315 338 13 5 l S'i 64 1 1 ~ S 131 :99 166 192 :03 6 2 FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOECOUNTY ,CO AN D INCORPOR ATED AREAS F !UIOWI,'{ n:cr:oJf AIU.\ CSQCU t: Ur:') 614 3 4 2 214 641 525 4 09 1 ,696 8 0 4 207 22 1 411 4 06 229 544 677 605 636 569 25 1 2a: 501 4 22 855 997 276 261 KU.~ n:LOCI':'T (FEET PER SICCOtro l 5 . 0 9 . 0 13 . a 4. 6 5. 6 7. 2 1 7 2. 9 11. 4 10. 7 5. 7 5. B 10.) 4. 3 3. 5 3. 9 3. 7 4 . 2 B 4. 7 5 . 6 2. B 2. '1 7 . 9 s . .; 5,648 .3 5,6 49.9 s. 654. 3 5 ,658 .3 s. 65 8. 3 5 ,661.8 5 ,67 0.5 5 ,670.8 s ,61 2.a 5,676.8 5,681.3 5,681.6 5 ,683 .4 5,685.4 5,687 .0 5,693 .6 5,69 4.1 ~.69 4 .7 s. 697 . 0 S,69 9 4 5 ,7 0 5 4 5,709.J s. 713. 9 s . 7 16. 2 5. 716. 4 5,721.4 !JAS E FLOOD WI.TF.k SUPFN'f,; ►:LP.Vt,.Tl O !I I"'~~ .~, ... \ FT.ET m:.·ro1 5,648.3 5,648. o . 1 5.649.9 5,650 .0 0 .1 5,654.3 5 ,654 .3 0 0 5 ,658.3 5,658.6 o . 3 5,658.3 5,658 .8 0 . 5 5,661.8 5,€61.8 0 . 0 5,670.5 5,670.9 0 .• 5,67 0.8 5 ,671.0 0. 2 5,672.8 5,672.8 0 . 0 5,676.8 5 ,6 76 .9 0.1 5,681.3 5,681.3 0. 0 s. 681. 6 5,6 8 1.6 0 . 0 s , 6 83. 4 5,6 8 3.3 -0 .1 5,685 5 ,685 . 0. 0 5 ,687.0 5,68 7 .0 0. 0 5 ,693.6 5,693.6 0 . 0 5 ,694. l S, 6 94 0 . 0 5,694 .7 5,695.2 0. 5 5,697.0 5,697 . U . 1 5 ,699 .4 5 ,699 0. 0 5,705 4 s. 705 .4 0. 0 5 ,709 3 5,709 . B 0. 5 5,713.9 5.71 3 .9 0. 0 5,716 .2 5,7 16 0 . 2 5,71 6 .4 5,716 .5 0.1 5 ,721.4 5,721.B 0 .• FLOODWAY DATA MURPHY CREEK .... ► a, r m ... I FLtlOO!l:'": f:(,l'" MJ r phy C 1:eel-: Cont'd) Ci- C 3 cc CD CE CF er. c:; Cl cc CK CM C?l co C? CQ CR cs Cl Ct: C'l c•,1 ex c·:· CZ I t :::r:~:cE' , Oi fl ..; .! :2; .... .;cs ... ~ -. .; : ~ .;r.' ::!2'> 35'.: sr .; s s.c. 9:i .!:! :i~, 23 _, 5::!, 333 t:.),3"i:. 53. 7ry ·, '-),:;r . ,:::.1. ,;a -::. s.2=n _; . .; 3 : r ,,;,; :)-.;..; 1 -880 ._.,1 ..;: , 0 S 7l 2 '1 6 -, 304 74 270 es ..;2 9 8 5 6 co 42 :60 79 66 76 69 : ;_ 3 62 '9 2 4 ', : :c :,: : !6 · F•~~ :.ho·.:e r:'onf!t.~nc,e ;,~•~ -·.,-1~ ... :r ,.~►. FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOE COUNTY, CO A ND INCORPORATED ARE AS ------ ,acr:ou ARIA 1,ou.u.E n:r.n 2 23 -:oa 28 ·1 .;;,; 5 2•i 2 617 ?.79 184 1. 8 4 7 387 ..;..;5 13 .;6a 388 157 275 54 8 2 4 2 220 ](j .; 20: 184 "15~ 260 :-n : 96 l!:U.1: ·:tt.oc :~ I P'E!:7 PEIi S ECOl:::0 1 9. 9 7. 8 5 . 0 9. 3 . 7 . 9 12. 0 1.2 5 . 5 . 8 8. 2 3 . 7 4 .:: 1 0 . 7 6 . J 4 .o 9 9 . 3 5 . 6 10 1::..1 1. 5 5. 9. 7 7 . 3 5,72 8 .3 5 ,732 . 5,737.9 5 ,7 4 8 6 5 .7 5 3.2 5,760 5 ,766 . 5 ,772 .0 5. 760.8 5 ,76 0 .6 5.782 .J ~. 7 9 ]. 6 5 ,8 01 .8 5, 802 2 5,804. s . 8 1 :. 0 5,811.0 5 . 815. 6 S. 81 8 . 5 5,830 .1 5 . 3 !S . 7 5. l''i C . 3 s . 850 .1 5,850 5. 861. 5 .!. 871. 9 a;.s E F LOOD WATEk SURFACE ~:u:v,\TI ON rm= ,coo, .. ,, n:cr iw,\<nl s. 720. 5,732.5 5,737 . 5 ,7 48.6 5 ,7 53.2 5 . '/60. 2 5,766.2 5,772.0 5,78 0 .8 5, '/80 . 6 5,782.9 5,79 1.6 5,8 0 1.8 5,8 0 2.2 5,804.5 5,811.0 5,811.0 s. a 1s. 6 5 ,8 1 8.5 s. 830. 5 ,eJ s .1 5 ,8 4 Ci .3 s. 8 50 . 5,65 0 .4 5 , 861.-i 5 _,_87 1. 9 5 ,728.4 5 ,732.9 5 ,738.5 5 . 7 4 8 .. , 5,753 .S S , "f60 . 3 5 ,76 6 .1 5 , '172 . 0 5,780 .8 5 ,70 0.6 5. "182 . 9 5,791 .B 5,801 .8 5,802 .~ 5,80 4. ~ 5,6 1 1.0 5,911.0 5 ,815.6 5 ,8 18 .5 5 , 8~0. 0 5,835 .7 5,84 0 s. 850. s. 85 0. s. 86 1 . 5 _,_8 7 1.9 FLOODWAV DATA MURPHY CREEK o. 1 0 4 0 . 6 0. J 0 . 4 0 . 1 -0 .1 0 . C 0 0 0 . 0 0 . 2 C . 0 0 . 0 C . 0 '. 0 0 .0 0 . 0 0 . 0 -0 .1 0 . 0 0 .1 ". 0 ,) 0 ) 0 0 . 0 ... .. Ill ,.. m .. F:.000 t tlG SOUP.CZ Mu r-phy CrcC'k (Con t 'd ) DA D3 DC DD DS DF' DG DH ors-:-.1.::r:e1 .;2, 0 80 •53, 351 >:>'i. ,;oo ,;s . 5 78 66. ,61 67, 3€2 6'7. 900 6S. 7 4 3 'Fe~:. Abov e Con:lue~c;e W~th Coa. Creek ., '-6 2, 20 29 29 13 16 FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORATED AREAS F !..OODWA'! 158 1 .;4 'J "i 67 76 77 25 26 KLU/ •lE'.OC1~ l P~.-PI• S E::OW I 9. 0 9 . 9 9 . S i O. S 9 . J 9 . l 7. 2 7 . 0 5 ,88S .9 5,90 1.4 5,91 4 .5 s, 9 4 1. 4 5,96 1 .8 s , ::t i =>. a 5 ,968.5 6,0 11.4 BAS E FLOOD WATER SURFACE ELE\'ATIO:• l'"TIIOU'T r LOODWATI WTTK r r..o<roWAT Ft£T l!lA\'DI s. 9 85 . 9 5,88 5.9 5,9 0 1.4 5 ,901 .4 5 ,91 4 .5 5 ,91 4 . .; s . 941 _,; s. 94 1.4 s . 961 . 8 5 ,96 1 .8 5,975.8 5,975.8 5,988.5 5 ,988.5 6,0 1 1.4 6. 0 11.4 FLOODWAY DATA MURPHY CREEK 0. 0 0. 0 -0 . 1 0. 0 0 0 0 0 0 . 0 0 . 0 ;! a, r m ... l-":..000 Im;: S.JURCE P i n ey C r eek A E C F G J K L M :, 0 p 0 T u " tllST.1.::c t:: Tl';, 1 ,635 2,070 ✓, 330 . 660 : , 8 64 3. :3 & :: • ?ar; 4'. 253 .; , 8 88 3, 7 69 6, 65:! -. 32 5 ~. o g r; S, 798 9 . 39) 9 . 62·1 10,055 :. 0 , 66<; : 1. 3.JS : 1 , 6 5 "1 12 , 02•') : 2. 1 9~ 13 ,:1 03 14,207 :s _,_ s Jo W'!ll'Tll trl!t-:) 220 :-n 11 0 :og 13 3 :S6 :f) 2 0 3 262 3 1 2 256 2 19 2}8 2 •l 4 318 98 6 9 21 0 3 00 1 90 3 2 ] 2 rJ5 ·l-l.O 180 2 0 1 50 F,.<!:. J..bove Con! lue~c;:t!! W: ~r. r"he n ;-C r-"'1 e '.< FEDERAL EMERGENCY Mr,Nf...GEM ENT AGENCY ARAPAHOE COUNTY, CO A ND INCORPORATED A REAS --------..---------------------- f":..COOWAY i i:ouu• r•n1 1 ,06 1 796 899 888 1 ,0 4 0 1 ,16 9 1 . 27 2 1 ,091 1, ;:5 9 1. 24 2 1 . 0 48 980 1,065 1. 590 .2 . Q I,) .,:;57 6 4 9 1 . 1 ao 1,529 923 l . 574 l , 383 1 ,203 €07 1.28 0 l _,_ 11 6 !'!.EA.~ VELOC17T t ttl't Pll S!:ctlND j ,. 12 . ~ 1 0. 9 11. 0 9 ... a . s 7 7 9 0 6. 3 7. 9 !l.1 9. 7 8. 9 6. 0 4 7 1 4 . 5 1 4. 6 7 . 8 6 . 10 . 0 5. 9 6 . 7 7 . 2 1 1 . 5 7 . 2 8. 0 5 ,63 2 .8 5, 6:1 $. t$ s . ci 4 2. 0 5 ,6 4 2.7 5,6 4 6.3 5,64 7 .2 5 ,648.0 5, 6"'-~. 7 ':.. 6 53. 5 5 ,657.0 5,663.5 5,667.0 5 ,67 6 . l 5 ,6 8 2.2 5,68 5 .3 5 ,6 8 9 .7 5 ,693.S 5 ,6 98.2 5 . 70:l . l 5 ,705 .6 s. 1 0a 5 ,7 08.9 5,7 1 0 q s. 7 F .a 5 ,722 .0 5 .!.7 3 0 .2 HAS t: 1-·1.,000 WATER SURFAC!-; EU::VATIO~I I"'"'"" ,_ .. ,I FEET CJ::.'lt)} s. 632. a I s . 63: .. 8 0 . 0 s,6Je.u $,638 .8 o .o 5 ,642.0 I 5 , G.;2. 8 0. 8 5 ,642 . 7 5 .643.6 0 . 9 5,6 4 6 .3 :,, 6 46. 3 0 . 0 s. 64 "'. ~ 5,647.2 0 . 0 5,648.0 5,648 .0 0 .0 5,6 49 7 5 ,6 49 .7 0 . 0 5 ,653.6 5,653.6 C . 0 5 ,55 7 .0 5 ,6 5 7.0 0 - 5,663.5 5. 663 . 5 0 . 0 5,667.8 5,667 .8 C . 0 5,676. l 5 ,6 76. 0 . 0 5 ,682 .2 S, 682 . 2 0 . 0 5,6 8 5 .3 5 ,6 85.3 o . 0 5,6 89 .7 5 ,690 .4 0 5 ,6 9 3.5 5 ,694.1 0 5,698 2 5,699.2 J.0 5,70 2.1 s ,10 2.'1 G . 0 5 ,7 0 5.6 5 ,705 .9 0 . 5 ,70 8.2 5,708 . t1 (•. 5,7 0 8.9 5 ,7 0 9.6 0 . 7 s . 71 0 . 9 s. 71 0 . 9 0 . 0 5,714.8 5,7 1 4.8 o . 0 5 ,7 2 2.0 5 ,722.5 0. S 5,730.2 5 .730.2 0 . 0 - FLOODWAY DATA PINEY CREEK ~ ID r m ... ~·LOOOWG SOURCE Pi n e y C r eek (Cone ' d ) AA A3 ;..c JD AE: AF AG N' A l AJ AK AI.. AM AN AO f,P D'?lr.ANCE' 6, "i O: l "T , 72 0 : E. 470 . S, 370 : 9,970 2 0.7 7 0 71. 321) 21,52 0 :n. 9~s 22,655 ::; • 165 2 4 . 015 4 ,715 5,255 5. 625 6,075 'Fee · Above Co:i!:lue nce W~:h •:he:.-=-; Cree,: 322 2 70 360 €4 0 6 4 0 660 580 160 1~0 280 2·10 26 0 S '-0 320 310 :no FEDERAL EMERGEN C'( r-MNAG EMENT AGE NCY ARAPAHOE '":OUNTY , CO AN D INCORPORATED A,EAS \S Q'O'IJII: PraTI l , 02 7 708 1. 904 87B 952 1,370 l , 390 66 4 7 0 8 l, C4 4 726 eo1 2,1 82 1,014 ea~ so s I a . 1 5,7 35 .5 12 . 6 5,74 3 .3 . 7 s . 1 .;a . a 9 a S ,757 5 9 0 5 ,763 .7 6. J 5,770.5 6 . 2 5 ,775 .2 '...3. 0 5,78 0 .2 12 . s. ";'8 0 . 9 8. 2 5,7 8 7 .1 u.a 5,7 9 2 .1 10 . 7 5,79 9 .0 3.' 5,803 .S 7 .• 5 ,8 0 7 .5 8 5 5,811.7 a.J s. a, s. 9 BA.SE t,·1..cxm WATE R st· .FACE EL i.:VATlO~ 1WJfflC'O'T PLOODNl>TI f"EET u:;.vo) l 5. 7 3 5. I s . /4 3 . 3 5 ,7 48.8 5 ,757.5 5 , 76 , s,·no .s 5 ,775 .2 5,780.2 5 ,790 .9 s . 7 8 7. 5,792 .1 5,7 99.0 s ,ao 3.9 5,8 0 7.5 5,8 11.7 s. 815 . 9 5 ,735.8 5,743.3 5,74 9.3 5,7 5 8.0 5 ,763 .7 s . 77 0 . 5 5,775.2 5,78 0 .2 5 ,790 .9 5 ,78 7 .3 S , 792. 1 S, 7 9 9. S s . 804 .4 5 ,807 .6 5,8 1 1.8 5,816 1 FLOODWAY DATA PINEY CREEK 0 . 3 0. 0 0. 5 0 . 5 0 . 0 0 . 0 0 . 0 0 . 0 o . 0 0. 2 0 . 0 0 0 0 0 0. 2 .... l> (D r m FLOOD I :IC SOUP CE P rentice Gulch A C D Qu incy Gulch A 3 'C D 84 9 1 :4 7Jl 252 4 ! 2616 3El2~ 9:9: 2oea= 23 5 8: 2 -l :4 : I l Wltl'tll (P!!TI 133 112 79 195 90 777 50 <o 4 0 1 F.,.,. ;.b o •J@ Conf lue:ic:e Wl~h HlQnl~n e Ca:io1l 2 Fe e c ;.bnve Con!lue :1c., W1t.h 9laclur.e:: Gu lch FEDERAL EMERGENCY MANAGEMEN T AGENCY ARAPAHOE COUNTY, CO AND INCORPORATED A REA S ---- FLOO O-'AY Vlr:C":'ION .U.V. uouuir: n .r.1 2 2 0 182 13 0 4 56 1 2 1 11 1 21 16 1 l. 070 KL\N 'Jl!:'LOC I -:T ll!!T PU H:ont>I 3 . 7 4 . 5 6 . 3 1.8 5 . 3 2 . 6 5. 3 4 . 0 0. € 5,4 98 .2 5,5 0 5.1 5,5 22 .0 5 ,5 25.0 5 ,4 1 6 .1 5 ,42 3 .1) S, 4 35 .6 s . 44 0 . 7 5 ,448.7 ens & t-·t.0t,o WATER SURFACE ELE:VATION IWITIIOUT ,.L00l1WAT I WI T11 ,.LOOIIWAT FEET U:A'llJI 5,498 .2 s. 505. 1 5 .5 2 2 .0 5 ,52 5 .0 s. 41 6 .1 5 ,423.6 5 ,4 35.6 5,44 0 .7 5,448 .7 5. 49 9 . 1 5 ,5 05 .7 5 ,5 2 2 .1 5 ,5 25.0 5 , 4 l li .1 5 ,4 23 .6 s. 4 36 . 5 ,44 1.2 5 ,4 48 .7 FLOODWAY DATA PRENTICE & QUINCY GULCHES 0 . 9 0 . 6 0 . l 0 .0 ) . 0 0 . 0 ) . 5 0 . 5 0. 0 .... :,, Ill r m n..ooornG SOUPCE S able n. tch A a r D G J K L M N 0 ? o :s:A.'fCE 1 o' , :.,a· , OR01 . t-;5 1 • ~q-;r• ~201 1., 01r• t;, c.95! ~. 40!'1 s ,1n0 1 (' ,;:r;l , ':21"' 7 , 48f: 8 , Qf)5 1 Q , 5(. l "l , b: r,t 35 90 S1 1 8 30 ,, 29 2P Ji 29 70 3. 3) 3' ;,;.; 2S '!'"eet Abo·;e Conflue~c..-Wn h :ol !. (.,d:..e l..:!eek FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOE COUNTY , CO AND INCORPORAT ED AREAS ~I.CXlD"~AY StcTl~ >JU:11 I KEl,1: VELOCITY !S~ Fi:£?) {rt:ET P!:R SEC0."0 1 124 26! 191 177 :.:a 189 117 113 l 9'/ 111 91 :29 128 i. 55 11 3 112 1 . 7 Q ~-. 7 . 6 9 . 7 1 . o j l . 4 11 . 4 6 . 4 1 0 . a 6 . 5 9 .6 9 . 3 7 .' 10 ..... 10 . 3 5 ,3 4 5 .7 5 ,349 .4 ~.357 .3 :,, 310 . 2 5 ,3 -5 .2 '..>, :na .3 5 ,178 .7 5 ,387 .0 5 ,194 .1 5 ,39 6 . •l 5 , i:o e . e 5 ,409 .7 :., i: 1. 6 5 , 4:9 . 7 ~. 4 2 1 . B 5 ,42 3 . a BASE FLOOD 'ftATl:.k. SUR~ACE 1:.LEVATIOII l"'™CUT FCOOOWAYI FEET (NAVO I 5 ,345 .7 5 , 3•19 . 4 5 ,357 .3 5 ,370 .2 5 ,375 .2 5 , ]'/8 . 3 5 ,378 .7 5 ,387.0 5 ,394 . I 5 ,396 .4 5 ,,06 .0 5 ,409 .7 5 ,411.6 5 ,419 .7 5 ,-121.8 s, 423 . a 5 ,345 .7 5 ,349 .6 5 ,351 .3 ~,370 .2 5 ,375.2 5 ,378 .3 5 ,318 .8 5 ,397.0 5 ,394 .1 5 ,396 . -1 5 ,4 07 .3 5 ,409 .7 5 , •i12 . ·l 5 ,415'. 7 5 ,4:?2.2 5 ,4 23 .0 FLOOOWAY OATA SABLE DITCH o .o 0.2 0 . 0 0 .0 0 .0 0 .0 o . 1 0 .0 I). n 0 . 0 ,). 5 1 .0 J . 8 1 . 0 0 .' a .a .... )> Ill r m ... I I l ~-Looo 1 r:c SCURCI:. Sand Cr-eek I\ 9 C D £ s G " I J K L M N 0 p ,, " s T 'J w :itSTA!:Ct' 1"", 7r,r1 3!:, SlC 4 1, 29 S 42,3 4 0 4 3,070 "16,39 0 •i7,670 .;e. 9 1 0 SC, 175 s:, 785 52.8 90 S6, 9 2 8 SS ,4E9 61.:t"a:!3 ;:; , 236 ,:;.; , 516 65 ,1 60 66. 1.;o 68,C.25 66 ,640 69 :' SD 7C, U'>~ 72 ,2 10 -5 , 010 Wl :r.H !P'U'':'/ 7 r.: 3:!6 61 8 ,.;47 160 176 201.: 3 44 15 7 3: 2 366 419 223 192 r , s '73 550 398 317 326 507 3 "1 0 810 : , 39 4 ' t e"t. ...hove 1-'!ou::h FEDERAL EMERGENCY MANAGEMENT AG ENCY ARAPAHOE COUNTY, CO AND !NCORPuRA T ED AR EAS f'l.OOD;..'AY tscw.u.z rrn, 4 , -1 92 2 . 939 3. 2 6 3,140 1,565 1. 620 2,305 2. l 8 4 i, 604 3,191 2. ]61 4 . 1 44 2 . .;9 0 3,339 3, 1 4 8 2. 387 4,650 1, £148 1,477 2,530 2,8 4 0 2.r1 4 3,695 4 ,500 Ml'!A.~ \'1'!1-0C ITT U'ErT PU SZC'Or.tl l 6. 5 9. 9 8 9 9 3 1.3. 7 13. 9. 9. 8 13. 4 6. 7 10 . 0 5 . 2 8 . 6 6 6 . 9. 0 3. 9 9. 9 12. 4 7 . 3 6.5 8. 1 5. 0 4. 1 5,299.5 ~.31/. .. , S, 320 5,325 . 5. 32& 5,3 4 7 .6 5 ,353.8 5,365 6 5,, 373 S, 3S3. 5 , ~85. 7 5 ,4 00.4 5,412.2 S, 427. 5 ,435. 5,4 39 .2 s . 4-i2 . 3 5 , 4 ~ 3. 5,4 53.3 5,4 5 8 .6 5 ,4 60.6 ~.4 6 4.B 5 ,4 75 .9 5,4 88.9 BhSE: F'LOOO WATER SURF'ACE ELEVATlO:I ,~~ '-00~.,, n:ET (IIAVDI 5,299.5 ~. 312. '/ s . 320. 5 5,32 5.7 s. 328. 0 5,347 .6 s . 353 . a 5,365 .6 s . 373. 6 s. 3 83 . 0 5 ,386.7 5 ,4 00.4 s. 412 . 2 5,4 27.5 5,435.0 5 ,4 39.2 5 ,442 .3 5, 4.; ~. 5 5,4 53.3 5,4 58.6 5,4 60.6 5,4 6 4 .8 5 ,47 5.9 5,488.9 S,299.6 ~. 3 1 2. -, 5,320.5 5,325.7 5,3 28 .0 5, J 4 7 6 5,353 . 5' J s . 3 J. 6 5 ,3 83.5 5,387 .3 5,4 00.4 S, 4 12. s. 427 . 5 , '1 35. 5,439. S, 442. 4 5. 443. 5,4 53. 5,4 58 .6 5,4 6 0.7 5,465. 5 ,4 76. 5,4 88.9 FLOODWAY DATA SANDCREEK 0. 1 0 .0 0 . 0 0. 0 C . 0 C . 0 0 0 0 0 0 . 0 0 . 5 0 . 6 0 . 0 0. 0 0. 0 0 . 0 0. 3 0 . I 0. 2 0. 0 0 . 0 0. I 0 2 I 0. 4 0. 0 ' J ------------------- ~ Ill r m .. n .ooo 111 ; :;om1n,: IL00t1WA( BAS E F LOOll Wf,T i-:11 !:Ull!l'Ar i-: i-:u :vATl~I llll'llOUT r l.Q0tlWAT tflTK PI.OOntfAY - I MUil Vt t.OC:Jn 1!11Gl.!1.AT0111' W!T.11 (P'Er.'l lc~~r::.0: .. ~ {FEff ••• Sl aughterh ouse Gu lch ,.. B C D E F G H I J K South Tribut ary Sla ughte :-house Gulch A B C D 620 1 1, 1~0 1 '.!.. 655 1 2, 4 801 l , 0101 J. 1es1 4,135: .; , .;35 1 5, 660 1 :l. E40 1 6. 5401 sss' : , 010' : , :no' 1, 7052 l. 795' 21 21'.;0 70 89 86 !Jl 139 134 85 123 108 100 Ge 69 90 75 1 Feet. Abo,:e Co:1!lue:tce W.t.h Sou·h Pl-1:t.e Rl·:er : Feet Above Co:i!lue:tc e W1t.h .S la.u 0ht.ert-,_Q_Ufl~ Gulch FEOEPAL EMERGEN CY ,._MNAGEMi:NT AGENCY ARAPAHOECOUNTY ,CO A!li D INCORPORATED AREAS 2 41 lJ7 171 188 189 202 41 1 348 173 45 0 190 7 4 12, 7S 82 68 ,..,....,..,, f-"Ef:!" OlAvt>J 5. 8 S ,328 .0 5 ,328 .0 5,32 8.0 0 .0 4 .5 s. 33 2. 7 5,33 2.7 5,33 2.7 C . 0 8 . g 5. 34 3 .1 5,343.1 5 ,3 4 3 . l 0 . 0 8. 1 5 ,35 5 .7 5.355.7 5,355.7 0 . 0 8. l 5 ,361.6 5,}61 .6 5,361.6 0 .0 6 .4 5,381.9 5 ,381.9 5,3 8 1.9 0 . 0 3. l s. 3 86 .1 5 ,386.1 5 ,386.1 0 . 0 3 . 7 5 ,391.3 5,391.3 5,391.3 0 . 0 7. 4 5 ,401.9 5 ,401.9 5,4 01.9 Q . 0 2 . 9 i;. 4 03 . 2 5 ,403.2 s . 4 03. 7. 0 . 0 6 .• 5 , 4 1 !:i. a 5, -115. 0 5 ,41 5.0 0 . 0 6 . 4 5 ,38 4 .3 5 .38 4 .3 s . 38·1 . 3 0. 0 3 . 7 5 ,39 4 .5 5 ,3 9 4 .5 5 ,394.7 0 . 2 6 . 0 ~.,10 1.0 5,4 01.0 5,4 01 .1 0 .1 5. ~ 5, .;,0 7 0 5 ,4 07.0 5 . -.07. 2 0 2 5 . 5 5 ,4 0 8.7 s, .;oa. 7 5,409.0 0. 3 FLOODWAY DATA SLAUGHTERHOUSE GULCH AND TRIBUTARY ~ ID r m ... f'l,000 I IIG SOUl>:C'E Toll Gat.e Creek A-X1 y z ,\A o:~.u:i::11 ' 15 ,100 16,620 1 B, 8 60 1 Feet J.b::,•.-•• Confluenc e Wl-h Sa n d C:reek. 171 146 4 27 I F·1.00ow1,Y 2, 150 l, 4 78 J, 281 1 F lood·.,ay Co n:::a1nerl Hl c h anne l • !l':l Fl ood· ... ay Oa:::a ?i-0(;··-••: FEDERAL EMERGENCY MANAG EMENT AGENCY ARAPAHOE COUNTY, CO AN D INCORPORA TED AR EAS QAn 11:LOCJTT fP'UT PH sr:CO!OI 9. 9 H.3 6. 5 5,3 9 8.3 5 ,403.1 s.-no .a BASE: F LOOD WAT1-:1t SUR1-'AC1-; ►:U•:\'\T l OII I WI~CVT PLOODMATI WITff,. ~~~-~.~,~-----; nn uu.vo 1 5,398.3 5 ,4 03 . l s. 4 10. a 5,399.3 5 ,4 03 .7 5,•n l FLOODWAY DATA TOLL GATE CREEK .0 0 . 6 0 . 6 ------------------- .... :,,. Ill r m .. F'LOOD I !IG SOUii.Ct,; Unnanu=d C reek B C D s G :it:-:-.u«:11:' 1. 885 2. aso 3. 075 4 ,530 5. "f6 5 6,995 a. 290 9, 89G- F'LOOow:..v ISOUAH! Prr.') 211 1,563 185 l, 088 4 3 359 215 ·,, 772 130 614, 215 75•1 1 4 0 652 155 720 'F'@P: Abo•J@ C:o~flue::c@ Wit!i Ae&:. Toll Gat:~ C:-@',e<t FEDERAL EMERGENCY MANAGEMENT AG ENCY ARAPAHOE CO:JNTY, CO A N D INCO R PORATED A R EAS 3. 8 5 . 5 16 .4 3. 3 9 . 5 7 a. 8. l s.~·79_3 s.~eo.o 5, J92. 4 5, 59"/. 9 S,6r6.5 5, 6 1 c; 5. 627 . .; 5.631.2 BASE FLOOD WATER S UlffACE ELEVATIO!l r U 't110U'T PLOOD-T 1 •tnc 1"1.000NAT F£1>T UIAVl>) 5,579.3 5 ,580.0 5,58 0.0 5 ,580.5 5,5 92 . .Ii 5,592.4 5,597 9 5,598.7 5 ,606.5 5, 6C5 . 7 5,61 6 .4 5,616 .9 5,627.3 5 ,6 28.2 5 ,6 3 1.2 5,632.1 FLOODWAY DATA --UNNAMED CREEK o . 7 0 . 5 0 . 0 o . a 0 . 2 0 . 5 0 . 9 0 . 9 ,: '" r-m .. Fl.OOOHIG S:iiJRCic i·:es c Bijou Creek B C D £ G ,l ~ L M :, 0 p ' 1-'eet Abo ve Mo:Jt!i OI S~A.-:ct' 2, oco -4 , 320 .. 5. 1:-0 ..,5, 520 -5. ::::o -6. 3:0 ·11.1 .. 0 -s. 020 7 8,2"70 70, 8?0 30, 2"70 31. l 70 82 ,3 70 a::, 210 35, 1 2) 86,820 2, 2'JC 1 . 1 00 55(' 35 0 350 s :c 4 5 C 3 00 45 0 "15 0 6CO 45 0 200 320 550 30 0 FEDERAL EMERGENCY MANAGEMENT AGENCY ARAPAHOE COUNTY, CO AND INCORPORATED AREAS ,o;.•;.y S:ECT?O?I J.AL\ ISQU.US PrrTI 5,412 3,45 8 5 . 721 3 . 389 3. 227 4,2 90 3 . 266 2. 070 2. oa-; 4. 815 5,111 2 ,960 3,567 3 . 39 0 4. 337 2. 938 I P"V,N "IU.OCITI IPzr? Pft Sl!:COMOJ 6. 4 10. 4 S. 1 10. 3 10 . a 8. l 9. 7 15. 3 15. 2 6 . 6 6 . .,_ 1 0 . 7 8. 9 9 .4 7. 3 10 . a 5,167 .6 5. 179. 1 5 , 1 R2. 8 5 ,182.8 5 ,183.2 5,187.4 5 . 189 . 6 5,18 9.8 5 ,19 0.0 5,196.3 : , !96. 9 5,201.5 5 ,207. B 5,2 1 0.4 5,215.2 5 ,221.1 BAS£ FLOOD WATER SURFACE ELEVATIC S i"!nlOUT PLOODIIATI Fl::ET 11:.1.~_, s. 167. s, 1 7 9 . s. 182. 8 5,182.9 s. 183. 2 5,187 s. 189 5 ,1 89. 5,190.0 5,196 . 5,198.9 5,201.5 5,207.8 5,210.4 5,215.2 5,221.1 5,168.6 s .: 7 9 . 1 5,1 8 3.1 5 ,1 83.1 5 . 183. 4 5 ,187.6 5 ,1 90.0 5 ,190. l s . 190. 3 5.196.5 5,199.4 5,201.6 5,207.8 5.21 0 4 5 , 21-5. 2 s. 2 21.. 1 FLOODWAY DATA WEST BIJOU CREEK l.O 0 . 0 0. 3 0 . J 0. 2 0 . 2 0 . 4 0 . 3 0 . 3 0 . 2 0. 5 0 .1 0. 0 0. 0 . 0 0 . 0 ------------------- BASE FLOOD FLOODING SOURCE FLOODW AY WATER-SU RFACE ELEVATION (FEET NAVO) SECTION MEAN CROSS SECTION DI S lANCE ' WIDTH AREA VELOCITY REGULATORY WITHOUT WI TH i>:..;REASE (FEET) (SQUARE (FEET PER FLOODWAY FLOODWAY FEET) SECON D ) WESTERLY CREEK A 6.292 270 899 7.4 5 ,300.2 5 ,300 .2 5 ,300.3 0 .1 B 6 .7 10 402 1,790 4 .0 5 ,301 .0 5 ,301.0 5 ,301 .1 0 .1 C 10 000 363 1,993 1.2 5 ,316.7 5,316.7 5,317.6 0 .9 D 11 500 165 254 3 .8 5 ,322.2 5 ,322.2 5 ,322.7 0 .5 E 13,774 85 50 0 .3 5 ,333.5 5 ,333.5 5 ,333.5 0 .0 F 29.4 00 347 738 2 .8 5.434 .6 5 ,434.6 5,435.4 0 .8 G 30.41 1 182 247 6 .7 5.445.4 5,445.4 5 ,445.4 0 .0 H 30.751 166 202 6.4 5 ,448.3 5,448.3 5.448.6 0 .3 I 31 ,4 10 294 245 4 .9 5 ,462.6 5 ,462.€ 5,462 .6 0 .0 J 31.650 150 300 5 .5 5,471 .9 5,471.9 5,471.9 0 .0 I K 34 645 32 152 2 .9 5 ,471 .9 5 ,471.9 5,471 .9 0 .0 Feet Ab ove Mouth FEDERAL EMERGENCY MANAGEMENT AGl=NCY FLOODWAY DATA .... :,,, Ill ARAPAHOE COUNTY, CO r m ... AND INCORPORATED AREAS WESTERLY CREEK .... ,,. ID r rn .. Ft.0001 :1r. snm~rE 1-!il10'.•.' C :t:!"'Y.. A C D " H I J :,:s-rAJ:cr ' 75: l, 3C'1 1 ,5 02 1, "157 2, oes 2, :!7: 2,724 3,018 3. 51 S 4 . 092 97 99 190 35 59 S 6 38 37 39 26 , Fet'!::. ;.bo•,.e Co:"1;!"luence . .,:th :..1t:.:e D:--:,, c :-.:-e;.; FEDERAL EMERGENCY MANAGEM ENT AGEN.CY ARAPAHOE COUNTY, CO AN[ INCORPORATED AREAS F LOO OW;.V S1!CTTOII All.'l!A /SQUAii: Pl:RT) 350 933 560 165 233 175 122 92 193 6 4 MEAi! vn.octTY CP'l!C' f'D Sl!CO!O) l . 6 0 . 6 1.0 J .4 2 3. 2 .6 6 .1 . 9 a . a 5,54 1 .8 5,5 4 8 .2 5, 5.;e . 2 5,54 8 2 5,550 .1 5 ,550 5 . 551 5 , 5 S3, 5,556. 5,55 8.9 B.;$1:: i'LOOD WI.TER SURf'ACE EI.EVATI Ofl 1••~ottT •=oml :-EE"i" H;:;.\>:,, 5,541.8 5 ,54 8 . 5,54 8 .2 5 ,548 .]. 5 ,55 0, 5 ,550 4 5,55 1.5 5 ,5 53 .7 5,556 .0 5,558.9 5,541.8 ~.5 -18 .2 5,54 8 .2 5 ,5 4 8.2 S, 55 0. 5,550 .5 5,55 1 . 5 5,553.7 5,556.1 5,558.9 FLOODWAY DATA WILLC'W CREEK 0 . 0 0 . 0 0 . 0 0 . C . C . l 0 . 0 0 . 0 0 . l 0 . 0 S.O INSURANCE APPLICA TIO!'iS For no od in surance rating purp oses. flood insuranc :: zo ne de signations are assig ned to a community based on the re su lt s of the cnginccrin t ::•rn lys ..:s. Th..:sc zone s an.· us follows: Zone A Zone A is the fl ood in suran ce risk zo ne ,l,:;1 ,011·espond s 10 the 1-pcrunt-annm ,l-chan cc flo odp lain s that arc dctcnnincd in the FIS h, .1r;,roxima1c meth od<. Because detailed hydrau lic an alyses arc not perl'onncd for ;i,di .1reas . no BFEs or base llood depths arc shown wi th in this zone. Zone AE Zone AE is the llood insurance risk zo ne that corresponds to the 1-pcr-.::~n r. tu1nual-chancc lloodplain s that arc <lctcnn ined in the FIS by detailed methoJ .i . iu "10,: •11 ,\a,;ccs . whole- loot BFEs derived from the detail ed hydrauli c analy ses an.: i.1 1u \11 , t:t :;L".c•:,·~J int\!rvals within this zo ne . Zone Al! Zone AH is the ll ood in surance ri,k zone that corresponds lo the areas or l-pcrccnt- anm1al-t'l1ancc shall ow ll ooding (usually areas or ponding ) where average depths arc between I and 3 feet. Whole-foot BFEs dcri,·cd from the detailed hydraulic anal ys es arc shown at st·l1.:ct..:d intl·rvals within this zo nl'. Zone AO Zone AO i:-the !l oud insurantl' risk 1011c 1ha1 corrcspunJs to the areas or I -pcrC.'e111- ;.111nu ,1l-chancl' sha ll ow ll ooding (usu.i ll y shl'ct !l ow 0 11 sl oping h:rrain ) whcrl' avcragl' depth s ar,· betwe en I and 3 li..'l'I. Avcragl' whok-fnot h:isc nnml ckpth s deri ved rrom th e dct :u lecl hydrau lil' an:il ys,.:s arl' show n wi thin thi s Zlllll'. Zone X is thl· ll oml ins urance ri sk 1one that com::.pond s to arl'a :-. nut si ck the 0.2-pcrcl·nt- annual-ch:rncl' ll oodplain. area s within lhl' 0.1-pl'rl'cnt-annual-dmm·l' ll ooclp lain , areas or 1-pcrcl'nt-annua\-cham:i: !l oo t.l ing wheri: avera ge dl'pth s Hrl' less than I foot. nrl':IS of I - pcrccnl -:11tnual-ch:111cc ll ood in g where the co ntribnling drainage area is less than I square mill·. and areas protc ctt'LI frc,111 thi: 1-pl'rci:nt-annual-chancc fl ood by \cvl'l.'S . No BFEs or base fl ood de pth s arl' shown within thi s 1011c . XS Zo ne X (F uture 13asc Fl ood) Zo ne X (Fu ture Basl.' Flo od) is th1.• nood in~11r:11H.·•. ·:,;k zone that co rres pond s to thl' 1- pl.'rccn t-a nnual-ch:mce lkodpl ai ns 1ha t arc Lk•t ., ,.•m~d b:.1 scd nn l'u tun.:.l'o1H li1i ons hy<lroklgy . No BFE s or ba sr llood dt.:pth s arc :,,.h l•1 1. \\ 11.1 !11 this 21•:t..:. 6.0 FLOOD I NSU RA NCE RATE ~IAI' The FIRM is de signed for flo od insuran ce and fl oo Jpl ,;::, mana ge me nt app li ca ti ons. For fl ood in sura nl'I.' applic atio n~. the map de signa tes fl oo d in surance ri sk zones as dc.·scn bL•d in Sl.'c ti un 5.0 and. in th1.• l -pl'TCl.'1tt-:.u111ual-chanc1: ll ood plain s that w1.•rc studied by detailed meth ods. shows se lec ted whole-foot BF Es or average depths . ln suran ci: ngcnts us..: th e zo nes and BFE s in co nj'.1111.:tion with infomrnti on on structure s and th c.•i r co ntl.'nt s to ass ign premium ra ll'S for fl ood in surann: policie s. For ll omlpl ain mana geme nt applicati ons. the m:.1p sh ows by tint s, scrc1..•ns. an d sy mbol s. the I-and 0.2-perce nt -anm,a l-cha nce ll ood)lai ns. ll oo tlwa ys. and th e loca ti ons of selec ted cro s:-s,:c ti ons ust.:cl in 1hc.· hydraulic ::nal ~ ,t ll oodwa)· co mput :.1t1011s. The current FIRM prcst.:nt s llo oding in forma ti on h ,I.' geogra ph ic :.m::1 of J\ra p:1 hoc Co unt y. including tho se co mmuniti es whid1 foll wi 1hi11 more than 011c cu unt y a-; dc ..;crib 1..·d i11 S1..·1..·ti on I.I. Pr~ \1 iou sly. Sl.'p:.1ra tc FIR ~ts were prt.:parcd ru, the ci1k s uf Aurora mt Littll!lon. and for Arapa ho1..· Count y :ind l,;.;orpnrati:d J\rcas . 11,~i ;,rh:al data rt.:lating 10 tht.: map s prcpa r1..·d for 1.'al.'.h co 1111111111 i1y ari: prl.'s1..•nt l.'d in Co1111m 111 i1y Mai> 11 is 1ory (Table ~ 1. XC. I I I I FLOOD HAZARD BOUNDARY MAP FIRM FIPM COMMUNITY NAME INITI AL IDENTIF ICATION REVISION DATE(S) EFFECTIVE DATE(S) REv;s1ON ::JATE(S) Arapahoe County December 20. 1974 August 15, 1977 August 16, 1995 Unincoroorated Areas) Aurora. Citv of Julv 26, 1974 I June 1, 1978 September 7, 1998 Centennial. L1tv of December 11 , 2002 Auaust 16, 1995 Auaust 16, 1995 Cherry Hills VillaQe , City of Mav 10, 1974 AuQust 1, 1978 AuQUSt 16, 1995 Columbiri e Valley. ,.own of January 25, 1974 April 23, 1976 June 15, 1975 December 2 , 1980 August 16, 1995 "Deer Trail , Citv of November 29. 1974 Englewood . City or February 9, 1972 July 1. 1974 April 11 , 1975 June 24, 1977 July 28, 1978 December 5 . 1979 Auaust 16, 1995 "Foxfield. Town of I Glendale. City of April 17, 1989 April 17, 1989 August 16. 1995 Greenwood Village , City of I December 27 , 1974 January 5, 1978 December 16. 1980 Auaust 16, 1995 Littleton , Citv of Februarv 1. 1974 December 1. 1978 Seotember 29. 1989 Sheridan , City of May 3, 1974 July 13, 1976 December 4. 1985 August 16, 1995 •Non-Floodpronc FEDERAL EMERGENCY MANAGEMENT AGENCY ~ )> ARAPAHOE COUNTY, CO m COMMUNITY MAP HISTORY r m AND INCORPORATED AREAS UI 87 7.0 OTHER STUDIES This Flood In surance Study ,.,pcrscde s all pre-. ious FIS reports and FIRMs covering th e unincorporated areas of Arapahoe Co unt y and tll(' incorporated areas of the Ci tie s of Aurora . Ceu tennial. Cherry Hill s Village. Englewood . Glendale. Greenwood Villag,·. Li11lc1on. and Sheridan: and the Tow n of Columbine Valley (References 2. 5, 7, 8. 9, IO . SX and 89). The reaches of Eas t Toll Ga te Creek from Chambers Road to 1,300 li!ct upstream and from South Buckley Road to 0.8 mile upstream were analyzed by Merrick and Co mpany .uul Greiner Engineering Sciences , Inc .. respectively (References I 8 and 19. respectively). The revised hydra ulic analyse s for West Toll Gate Creek from Mississippi Avenue to approximately 800 feet upstream of Mexico Avenue , and the portion of West Toll Ga te Creek from South Buckley Road upstream to East Hampden Avenue were pcrfonned by the City of Aurora Engineering Division (References 21 and 22). The :ll'ah ses for the portion of West Toll Gate Creek between East Hampden and East Quincy Avenues was performed by Merrick and Co mpan y (Rclcrencc 19). The hydrolog ic analyses for all the revision~ were originally pcrfonnccl by the COE and Gi ngery and Associates for the effective FIS for Aurora (Reference 2). Re\'ised hydrologic and hydranlic analyses for the porti on of Cherry Creek from Cherry Creek State Recreation Arca to upstream of the Arapahoe/Douglas Co unt y line were performed hy Grcini:r Engineering Scicncc:s. lnr . as a part of 1hc Ri ver Run Dcvdop1111..·nl Report (Rc lerencc 17). 'l'hc rcvisi:d hydraulic armlyscs for portions of Prentice (i 1!lch. \Vil low CrcL·k. Greenwood Gulch. Spring Creek. Go ldsmith Gulch , SJCD 6100. SJCD 6200. Dutch Creek. Coo·, Crc,·k. and Lee Gulch were taken from puhlislwd UDFCD reports (Relerenccs 44. 60, 6 I . 62. 6.l. and 64). Fl ood ln surancl! S1udk s havl' been pn:parcd for the Ci ty and Co unt y of DL·1wcr and Adams. Douglas. and kl'li!rson Countie s (Rdi!rcncc s 65. 66. 6 7. and 6X. rcspcctiv<'i v). Thl)SC s111 clil·s arc in gcn.:ra\ agrt.:L'lllt.:111 with thi s strn.ly. I l i:"!torical data rd:itin g to 1h c map s pr1.·p:1r1..·d for cai:h cn1111111m 1t y <trl' prc s1.·111cd iu lh\.· Co 11111111ni1 y Map lli sto,y data (Tahlc 5). R.11 J.llCATION OF llATA In fo rm ation co ncc:mi ng the pertinent da ta used in the preparation of this stud y ca n bl· obtained by contacting FEMA Mitigation Division. Denver Federal Ce nter. Building 7 111 . Bn 1 5267 , Deo,cr. Co lorado 80225 -02 67. I I 9.0 BIBLIOGRAPHY Ai\D REFEREI\CES I . U.S. De 1rnrtmcnt of Housi ng and Urban Development, Federal In · ,trance Administration , Flood In sura nce Stud y. Arapahoe Co unty, C.,lorado. (Unincorporated Area s), August 15 . 1977. 2. Fcckral Emerge ncy ivlanagc mcn t Agenc y. Federa l ln su rn ncc :\dmi11 ~s trntion . Flood In suran ce Stmlv, Aurora. Co lorado. August 31. I 9!'1. 3. U.S. Department of Housing and Urban Development , Federal In surance Administrati on, Flood In surance Study City of Chcny Hills Village. Colorado . August I, I 978. 4. McCall-Ellingson Cons ulting Engineers. Study and Report on Ouinc~!Jl!~ Basin . Little Drv Creek Drainage Basin . Citv ofChcny Hills Villa •·i;, May 1973 . Federa l Emergency Manageme nt Agency . Federal In surance Administration , Flood In surance Studv . Town ofColumhine V,,lkY., roloraclo . Decembe r 2. 1980 . 6. Fcdcrnl Emer gency Management Ag :•tw ::·, f Ctl1 1 ii lnsur.incc Administration. Flood In suran ce Study. Ci ty of Circc1>1>1l<X I J.!l ,11·c. Co lorado. December 16. 1980 . 7. U.S. Department of Housir.~ and Urha n Dcvclupmcnl. Federa l ln suran rc Administration . Flood ln s uran cc.Studv . City of Englewood. Co lor,1do . D,-ccmber 15. 1979 . 8. Ft•ck-ral Emcrgc.·nl'y Management Agcncy. Federal In surance Administration. J:lo od Insurance Studv . C ity of Little ton , Co lorado. February 3, 1%1. 9. Federal Emergenc y Management Agency. Federa l Insurance Administration. Flood lnsurann· Stndv. Ci tv of Sheridan . Colorad o, Decembcr4. 1985 . 10 . l /rh:mr1raina gc ~nd Flood Contro l Di str ict. M;i 'or Draina •..: Plannin , __ First Crcl'k Phase B. Vol ume II. Eng ineerin g Consultants . In c .. Aurora. Colorado. '.V1arcl1 1977 . 11 . U rban Draina ge and Flood Conlrol Di stricl. Arapah<h.' :Uk l Dougla s Counties, PinL'V C r..:ck, FlotHI H:.1zarcl Arca Delineation, prcpan.·d by Gingery A~sociutcs. Im: .. Oc tob,·r 197 5. 12 . Urban Drainage and Flood Contro l Distric t. J\r.mahoe and Douglas Coun ti es, Murphy Creek . Flo od 1-la ,ard i\rcu Delineation. prepared by Gingery Ass ociate s . In c .. Octob e r 1975 . 13. Urban Drain age and FJ .,o,1 Co ntr o l Di s tric t. Arapahoe and Umdas Co untie s. X9 Lone Tre e Cree k. Flo od Ha zard Arca Dclinealion. prepared by G ingery Associa 1c s, Inc .. Oc lo ber I 975. 14. Urb an Drainage and Flood Co nlrol Di s 1ri c1. Arapahoe and Do ugl as Co un1 ies. Happy Ca nv o n C reek . Flood Hazard Arca Delinea1iun. prepared by Gingery Assoe ia1c s. lac .. November 1977 . 15. Urban Drainage a nd Flood Co nlr o l Di s1ric1 . Arapa hoe and Dougl as , Co unli cs. Co 11 onw oo d Cr eek . Flood Ha za rd Arca Dclincali on. prcpa ml h_- Gingcry Associalcs , Inc ., Oclobcr I 975. i 6 . Urbnn Drain ag e and Floo d Ci.: ntr o l Dist ricl. tvlajor Drnim1gcway Pl anning Le e Gu lch Lillie Cree k Pha s e B--Prclimin ary Design, prepared by KKBNA , Den ver, Co lo rnd o, Janu ary 1977. 17. Greiner Engineering , River Run Devc lopm cnl . Lcllcr of Map Revisi o n. Arapahoe Co unl v, Co lora do . June 1985 . 18. Mcnick and Company , Eas l To ll Gale Cree k I 00 -Ye ar Floodp lain Amcndm c"'· Report. Denver. Co lora do, November 1982. 19. Merri ck and Co mpan y. Hvdrauli c Analysis nf\Vcsl To ll Ga le Creek From Easl Hampton Avenue to E,1st Quim:v Ave nue , Dc twcr, Co lora do . Decembe r 198 5. 20. Greiner Engineering Sciences. In c .. To ll Gale Village--F iling No. 14. Denver. Co lorado . Oc 1ob er I 985 . 2 1. Cit y ofAuror;1. Eng ine erin g Division . \Vc sl Toll Ga te Cr cl.!k Mississip pi tu .Mexico. Seplemb cr 1985 . 22. City ol'Auror;1. Engi ne erin g Divisio n. RL·q u1:s1 For Flood In suran ce Rate M up A 1n.:J!d n~ Sep te mber I 9X5 . 23. Holl and Corpora tio n. Ovcr lot Gra ding l mprovc1111:nts lkt1VCL'll 500 Fcl!t Wl's t and 1.2 0(1 : eel Easl or So ulh Flandc1' S1rcc 1. Engl ewood. Co lorad o. ! 9~.J . 2-t De nver Re gio nal Coun cil of Govern ment s. Floodplain lnl t.m nati onuBig Drv Crc1.·k Li lli e Div Creek (A,apahoc Co unl v), Grcenwo,,d.Ci ul ch Wei r Gu lch. Lakewood Gulch Sou1 h I.a kc\\ ood Gu lch. Mcl nl yrc Gul ch I.iulc Dry Creek. (!\dam s Co unt v) Grang e 1-1..ll Cn..:c;k --V olun11.· IV-Dc;nvcr Me tropo lit an Rl'gio n, rolorado. prepared by U.S. Ann y Co rp s or Engineers. Omaha . Dis1ric1. Oc 1obe r 1968. 25 . D1;n vcr Rcgionnl Counci l o f Guvc r·1 mcnt s . Floo dpl ain ln forma ti on-Sa 11eL To ll Gale. and Lowe r Chem,. Creek s. Vo lume II (Re vised} Denver Melrop o Rcgi on..£Q).m1Ju prepared by U.S. Arm y Cori's o f Engi ne ers , Omaha , Distn 90 I I Jul y 197 1. 26. U.S. Department o f the Interior , Geolog ica l Survey. Water-Supply !'aper I 681, Magnitude and Fregucncv of Flo ods in th c-.U nited States--Part 7 Lower tvli ssissippi River 8Jlfil!1 James L. Patlcrsun. 1964. 27. U.S. Department of th e Interi or, Geologica l Survey. Watcr-Supplv Paper 1850- fl, Floods of June 11/65 in South Platte Ri ver l:lasin. Co lorado . 1-1 .F. Ma tthai . 1969 . 28. U.S. Department o f the Interi or , Geo logica l Surve y, l Vater Reso urce s Data for Co lor ado . Part I, I 964. 29. U.S. Departmer>I of the Int erio r. Geo log ica l. Survey , Mnp of Floo d Prone--i\rca s. 7.5- Minute Series Topographic Map. Scale I :24 ,000, Co ntour Interva l 20 feet: Arap ahoe Co unt y. Co lora do (1969). Rev ise d (19 75). 30 . Urban Drainage and Flood Con trol Dist :ict . Majo r 11rainagcwa\' Master Plan--llig Dry Creek. Den ver. Co lorado, June 19' 4 . .1 1. Co lorad o Water Cons ervati on Board . Release No . 27 , Rainfall-Run nffDa ta fr om Small Watersheds in Colorado June . I 968 through Scpt,·mhcr. i 97 1--Co lorad o \V;1tcr.lksonrccs Basic Da1a, prcpan:d by U.S. Gcologic,i l Survi:y in coo pcrntion wi th Urba n Drainag l' an d Flood Con tr ol Di stri cl and C'l•!or.ilh, De par1111 c111 o!' Highways , Deriver, Colorad o. 1972. 32. Ci 1y of Littleton , The l.illleton Pl an, Littleton. Colorado. Decem ber 197 1. 33. City of Litt leton. Platte River Valley : Two Choices for l.ittlct on, Jirn Bartlett , 197 1. 34. Urba n Drainage and Floo d Cont ro l. Distrk t. Mru,,r Drainagcway Pl~11111ing--Li1tli: Drv C reek , Vo lum es I a nd 2 prepared hy McC.111. Elli n~son and Morrill , .In c .. Denver. Co lorndo. May 1974. J S. City of A urora. f'o loradn, Sa nd Cn.:~k Ch :11111 d Proj1.·i.:1, Add..:m l11m to tlic ~l a:,.tl.'r Pl:111 for thl.' l11111r ov1.•1111.:111 of Sand Cr(~.!:L prl.'parl.'d by Raub . I.k in . Fro st and Associate s . Newport Bea ch. Calif'ornia. Oct ober 1973. 36. U.S. Department o f th e Interior . Geolo gica l Sur vey, Water-Supply Pap er 1680. M:urnilmk :md Frl.'(Hll.'ncy of Fl on d5 in thl.' Unitl.'tl Stall.'s--P:1rt 6B, Lowl.'r Mississi ppi River Ba si n Below Sio ux Ci tv, Iow a. H.F. Matthai. 1%8 . 37. Urb an Drainage and Flood Con tro l District , Urban Storm Dra inae e-Critcria Ma nu al. Vo lume s I and II . prepared hy IVri ght -McLaug hl in Engineers , Denver. Co lorad o. Ma rch I 969 . 9 1 38. U.S. Department of !he Army, Co rps of Engineers. Hydro logic Engineering Center. HEC-1. Fl.10d Hydrograph Package 723-010 and HEC'-11 \Valer-Surface Profil es 723-X6-L202A. Davis. Ca lifornia . 39. U.S. Depar1men1 of !he \111eri or, Geological Survey, 7.5-Minu\~~'i.-..i..:1 Topoerapluc Maps. Sca le 1:24.000. Co nt our lnl erva l 10 Feel : l "a \ Cre ek . Co lorado ( 1965), Pholoreviscd ( 1980 ); 11 igh\ands Ranch . Cn lorado. 1 1965 ), \lho1 ore visc d ( 1980): Piney Cr,,c k. Co lorado (\ 966 \. 1'h,1J ,•i:•,•ise~ ( l97X). 40. U.S. Department of the Army. Co rp s of Engineers. Downst1 ,,::w 'h,1 nnd Improvements Stage I Sou1h Platte River Chatlicld Lake Lolvn,fo, junuary 1984 . 41. U.S. Department of the Arm y. Corps of Engineers , Dow nstream Channel Improvements Stage II . So ulh.P\alte River Chat\ield Lake. Co lorad o. December 198<\. 42 . U.S. Department of the Army. Corps of Eng ineers, Downslream Channel Improvement Stage Ill Soulh Platte River. 4.1 . Ur ban Drainage and Flood Co ntrol District. Flood Ha zard Delineation. South Platte Rive r. Denver Metropolitan Arca. Sand Creek to Oxford Awnue . Seplemher I 985 . 44. Urban Drainage and Flo od Co ntrol Dislricl. Flood Hazard Arca \)e\inealion. Go ldsmith Gulch and Tributaries , pn:p:m:d by \lingcry Associates. Inc .. June 1976. 45. Urban Dr:1inag c .iml Flood Co nlrnl District. Major Drai11ag ... ·w:1v Mas tl'r Plan, llig Drv Creek. Volume I. prepared by VTN Co lorado , In c. March 1974 . 46 . Urban Drainage and Flood Cou1ro \ Dislriel , Major Drainagewav Ma ster Pla;1. Big Dry C reek . Volume II prqiared by VT N Co lorad o. Inc.. June 11175. 4 7 . Sl:har r and Asso1.:iat1..·s. IIH: .. To 10 •ra 1lm.· ~la 1~ S1.:ak l : 1,2 00. C,mt mir ltll erva 2 feel : Bear Creek (January 1979). Bell Mapping Compa ny. De nver. Colora do. Sa nd Creek Ania\ Topographic Maps. Sca le I : 1.200. Cun lour li11er val 2 feel : Auro ra. Co lorado (19 7-1 ). 49. Park er Aerial Sur veys, Aerial Topographic Maps. Sc : : 1.200, Co n lour illl crval 2 fee l: Toll Ca le Creek . Aurora. Co lorado ( 19 73). 50 . Nel so n. Hale y. Pallersnn. and Quirk. In c ., Aerial Topographic Mapping. Sca le 1: 1.200. Co nt our lnl erva l 2 feel : (R66\V-T4S. Sec ti ons ~. 15. 16. 17. 20 . 22. 29, Aurora. Colorndo ( 197 1 ). 92 I I I I I I I I I I I I I I 51 . Bel! \lapping Co mp any. Aerial Topographic ;•1~ Scale 1.1.200 , Co ntour Inter val 2 f,·et: Westerly Creek. Aurora. Co lo rn dn ( 1'1,-l). 52. Northway-Gestalt. Topographic Mapping, Scale I : 1,200 . Con tour Interval 2 li:et , 19 g 1. 53. U.S . Department of the Army. Co rp s nf 1'11gineers. Omaha District. Cherry ~reek Floodplain Information Report. 197 (,. 54. Kucera Associates and Gingery Assoc1,1tc s. Aerial Topographic Maps. Scale I :2 .400 , Contour Inter va l 2 feet : Sub!.-Ditch and Granby Ditch, Aurora. Co lorado (September 1976). 55. U.S. Department of the Interior, Geological Survey . 7.5-Minute Series Topographic Quadrangle Maps, Scale I :24,000, Co ntour Interval 10 feet: Box Elder School , Colorndc, ( 1966); Sable. Co lorado (1965); Fit,.simons , Colorado (I 965). Photorevi sed (1971 ). 56 . U.S. Department of th e Interior . Geological. Surve y. 7.5-Minute Series Ouandrangle hliln, Scale I :24.000. Co nt our Inter va l 10 feet : Ltllleton. Co lorado (1965). 57 . Urban Drainage and Floc,d Co ntrol District, Major Drainagewav Plannine , Lillie Pry Cree k . Volumes I and 11 , prep ared hy McCall. Ellin gso n & Morrill, In c .. i974 . 58 . U.S . Department of the Interior. Geologica l Survey. 7.5-Minute Series Topographic Maps. Scale I :24.IIU0. Co nt our Interva l 111 feet: Lilllctun. Colorado ( 19 65), Photore v ised ( 19 7 1 ): Fort Logan. Co lorado (1965). l'hotorevi sed ( 197 1 ): Englewood. Co lorad11 ( 1965). Photorc viscd ( 197 1 ): Highlands Ranch. Co lorad o ( I %5). Ph otorcviscd ( 1971 ). 59 . FcdL·ral Emergency M:1nagc mcn1 Agency. Fcdcral lnsurancl' Atlministralion, Flu«I ht'1tr.U1l'C Rate Map , Town of Deer Trail, C't1lot«k1, November 5. 1985 . 60 . Urba n Drainagl.' and Fluod l'cmtro l D1stnrt. M:tiltr I )r:1111agcw;1v Planninl.!,, Linh: Crl'l'k. prepared by McCall. Ell in gson and ~Ion-ill. In .-.. Ma y I <J i -l . 61 . Urhan Dr:iinagi: aml Flood Co nt ro l Dbtrn.:t. ivlajor Dramagcwav Plan ning Basin (1 I 00. CH2M HILL. Jul y 1976. 62 . Urban Dminagc :md Flood Co ntrol District , Fie.xi Hazard Arca Delineation, M:t,sc:y Draw mid North Trihutarv SJCD (South) 6200 mul Trihutarics, pn:par<-<l by Leonard Rice Consulting Water Engineers. Inc ., May 1978. 63. Urban Drainage:uKI Flood Contrn l District. Fl<xxl Hazurd Arca Dclin,·atinn. Dutch -Creek . Lillc v Gu lch. Coon Creek . :uul Three Lakes Trihutarv. prepan:d by URS Company , 93 Ma y 1978. 64 . Urban Dmina,!e and Flood •~ontrol Dis tr ict. Maj nr Drainagewa v Planning . Lee Gulch . Little Creek . prcp:,"Cd by KKBNA Cm.suiting Engineers. Jul y 1978. 65 . Federal Emergenc y Management Agen cy . Federal In suran ce Ad111ini stmti on. Flood In suran ce Study. Citv and Cou111y of Denver. Co lorad o, April 15. 1986. 66. U.S . Department oJ'HmLsing and Urban Dcvclop111 cnt , Fed eml In surance Ad111ini stmt iu:i. Flood In surance Studv. Adams Countv Co lorado (Uninc omornted Areas). Fcbniary I , 1979. 67. Federal Emergency Management Agen cy. Federal Insur a nce Admini stmti on. Flood hi,umnee Study Doug las Counlv. Co lomdo. Sertcmbcr 30 . 1987. 68. Federa l Emergency Management Agenc y. Federa l Insuranc e Admini stration , Flood ln snmn ce Study . Jefferson County Colcr.ulo. (Unin rn momtcd Areas). August 5, 1986 . 69 . Merrick and Company. Colorado Boulevard Bridge Over Big DrvC!l'Ck. Fl oodp lain Delineati ,,n Pl an. Scale I :5 0. Contour Interval 2 feet. September 23 . 1987. Re vised May 3. 198 8. 70 . Mc Call -Ellin gso n & Murrill. In c .. Maj or Dminagewa y !'Janning Little Dry Creek. Fcbm:iry 1974. 7 1. McLaughlin Water Enginee rs. Ltd .. Mvdro lug ic Evaluat ion Liu le Dry Creek . Ju ly 198 6. 7.:. Grccn:,omi: I.:. O'Mara . In c .. St ream Stabili zat io n and Major Cro ssing, Planning. 1Jt1lc I) ,._D,•ek . Will ow Creek . and Tributarie s.Se ptember 1989. 7.1. ~krrick & Cump;my. Big 11ry Creek LOM R. l'c bm:uy 1988 . 7 4 . U.S. Depart111ent u f the Arm y. Co rp s o f Enginee rs . Mydrol o gic Eng :1, ·cri ng Cc nl er. HF.l•2 \Vn h:r-Surf:JS C Pro fiks. Vl'r sion -1 .6.0. Fl·bruar y 199 1. i 5. Landmark Mappin g. Ltd .. Arapah oe Co unt v, \\'ill ow Creek . date s ll ow n: Nnvembe r 24 and Dl'ccmh1..·r 7. 19Xi . i 6 . \\"cs tern Co ntrol , Kui.:cr a and Assoc iate s. In c. Ara pah o \.' Count v (i old .s mi th f iulch . date s llown : Februa ry 22. 19 73 and Jar,u,1 ry 197 6. 77 . Bell Ma ppin g Compan y, Arapaho e ~,1!!!1.!Y, Big Dr•; L:r.•el,,, d:i tc flown : October I. I 973 . ,S. Sa ure l.' Unkno wn .. Ar apah oe Co unt v, Bi!_~_f:.LY...£rc-d ~. and .:..'\rap aho c Co u.!!l.Y. 94 I I I I I I I I I I I I I I I I I I I Pine·· Creek . 79 . Arapahoe County Base Maps , Township Code 2075; Quarter Sections I, 2, and 4. 80 . U.S. Geological Survey, Highlands Ranch Quadrangle , Colorado , 1965 , Photo revised 1980. 81 . Federal Emergency Management Agency , Flood Insurance Rate Map Panel 080050009F; Arapahoe County, Colc.-ado, April 17, 1989. 82 . City of Littleton, Request for Letter of Map Revision for Littles Creek Channel Improvement Project. Love & Associates , Inc ., January 1989. 83. Urban Drainage and Flood Control Distric~ Flood Hazard Area Delineation for Lower Box Elder Creek Watershed , prepared by Wright Water Engineers, Inc ., Denver, Colorado, September 200 I. 84 . Urban Drainag e and Flood Control District, Flood Hazard Area Dcljneatjon, Coyote Run and Upper Box Elder Creek , prepared by CH2MHill, December, 1995. 85 . Urban Drainage and Flood Control District, Flood Hazard Area Delineation Cherry Creek Corridor -Reservoir to Scott Road , prepared by URS Corporation , May, 2003 . 86 . Urban Drainage and Flood Control District , Flood Hazard Area Delineation. Little Dry Creek /ARAPCO) & Tributaries , prepared by WRC Engineering , Inc ., August, 2003 . 87 . Urban Drainage and Flood Control District, Flood Hazard Area Delineation Upper Goldsmith Gulch , prepared by Moser & Associates, April, 2005 . 88 . Federal . Emergency Management Agency , Flood Insurance Study. City of Aurora. Colorado , September 7, 1998. 89 . Federal. Emergency Management Agency , Flood Insuranc e Study. City of Littleton. Colorado, September 29 , 1989. 9U . Urban Drainage and Flood Control District, Flood Hazard Area Deli neation Mnssey Draw and SJCD /South), prepared by Olsson Associates, Decer.l>er , 2005 . 91 . Urban Drainage and Flood Control District, Flood Hazard A-~a Delineation. Murphy Creek. prepared by Moser and Associates , September, 2006. 95 10.0 REVISION OESCRIPTIOi'iS This section has bc~n adckti to provick inlonna1ion regarding significant revisions made since the original FIS report and FIR M were printed . Future revision s may be made that do not result in the repubhslung of the FIS report. All users arc aJviscd to contacl the community repositories of flood hazard data to obtain the mo st up-to-date tlood hazard infommtion . I 0.1 First Revision This study was revised on March 4. I 99 ! , to ~how modification s to the tlooding and base tlood elevations along Little Dry Creek as the result of revised ~ydrology for the entire basin and cu lvert and channe l improvements from the South Platte River upstream to Clarkson Street. as approved in the Conditional Letters of Map Revision issued on Fcbnrnry 19, 1987 , and August 21. 1987 . An updated hydrologic cvalnation for Little Dry Creek v.as conducted by McLaughlin Water Engineers. Ltd. (M\VE), in July I 986 to determine the I 00-year tlow by utilizing the 1982 version of Colorado Urban Hydrograph Procedure in conjunct ion with the UDSWM2-PC model. The IOO-ycar di scharge used for this tloodplain aPalysis was taken from the updated 19 6 hydrologic analysis for the I 00-year event. The hydrologic analyses for tnc I 0-. 50 -. and 500-year C\'Cllts arc based on an earlier report by Sellards and G ri gg . Inc .. in 1981. Along Little Dry Creek. the 100-year discharge of 3. 770 cf'.s from the 1986 updated hydrologic stud y is lo wer than the I 00-ycar discharge of 6,650 cfs presented in th e previous Floud Insurance Study report due to the effects of the Holly and Englewood 1'1ams . Tiu: ba sis for this r1.·vision is th!! comp lcti <,n or n box culvt•rl and channel improvements along Little Dry Creek from the cvnnuenc,! e r tl,c South Platte River to Clarkson Strce1 in Eng lc woud , f'ol,,:-:u.lu . ·1 i, ... box culvert , located approximately MOO feet upstream of' Santa Fe Drive and :ippro .~imatc ly 600 feet downstrl.!:1111 of South &!roadway Str..:ct. wa:-. dcsign..:d to con vey the 10-. 50-. and 100-ycar lluot'.s . Th: iUO -and 5UU-ycar lluodpla1n ;1ml IOU-year lln odwa y (klincation s and ba se ll oo d ch:va1io11 s W1.'TL' 111ud11icd ba sed on the foll owing i11li.mnatio11 : • Drawing s I through 12. XI and X2 ol'"as-built'' plan s entitled "Little Dry Creek -South Pla11e River to Clarkson Street, City or Eng 1cwood. Colorado . Floodp lmn De lin ea ti on for Constructed Imp rovements." prepared by MIVE . dated Apri l 19 89. for the City of Englewood. Colo•ado . • ,\ report entitled "H ydrauli Calculations for Li11 lc Dry Creek through the Cny of Englewood," dated l\p 1989. al so prepared by M\VE . This report co ntain s hydrauli c calculati, and HE C-2 hydraulic computer model run s 96 for the I 0-. 50-, I 00-, and 500-year recurren ce inter val no ods for a reach of Lin le Dry Creek fr om the South l'lauc River tr, Clark so n Street. The se calculations and model s rellect the effects of the construction of the ,,ul verl loca ted fr om Sa nta Fe Uri ve upstream to Broadway Street. and channel improvements from the South Phtlle River 10 Santa Fe Drive and from Broadwa y Street to Clark so n Street. i\s a result of lhe s,· im prowmcnl s. th ,: base nood elevations we re dec reased. and mudilication s to the noodwa y 111d the 100-and 500-year noodplain -boundarie s were made , as shown on Flood In surance Rate Map Panel s 0060 and 0070 . Because a revised hydraulic anal ys is was not de ve loped up stream of South Clark so n Streci , there is an approximate Zone i\ transiti on from South Clarkson Street 10 the culvert entrance. Also, because th e 500 -year recurrence imerval flood is not conveyed by the culvert, a separate water- surface profile panel labeled "500 -year ove rllow" is included in the wate r-s url"ace profile panels for Lillie Dry Creek . Distances on the proliles and floodwa y Data Tables have been corrected to reflect miles measured from llw conlluence with the South Plane Ri ver. Cross sec tion s pre viously labe led A through BM along Lillie Dry Creek as shown on the Flood Insurance Rat e Map have been relabel ed O through CA to ac:o unl for th e additio11 of the new cross sec tion s labeled i\ through N along the study reach . The water-, urfa ce pro file panels for Litt le Dry Creek have also been renu,abercd in order to take inlo account the addition of six prolil cs for the stud y area. arid the profiles listed allcr f.:d!c Dry Creek in the Flood lnsurnn cc S1udy report hav..: been ,·,numbered as a re sult of thi s addition . The Floodway Data Tables am! Summary of Discharges Table have also been revi sed to rellect the cffrcts of the reanal ys is. The commuuitics affected by thi s revi sion along Little Dry Creek arc the uninc orpu rated areas of Arapahoe Cut mt y, th e Cit y of Cherry Hill s Village . the Ci ty of Englewo od, :md the Ci ty of Greenw oo d Villag e. The reach of Big Dry Creek from appro,inrntcly 1.360 feel down stream uf Co lor:ul o Bnulc vanl to approximately 2.4 40 fe el up stream of Co lorado Uoule v,,rd ha s been re vised to rdkct the: d1an g..: in base lluod elevations :md ll oo dw;1y anti ll oodpl ;iin dclincation, due tu the ne wly buih Co lorado Boule vard Bridge and channel improvemen ts. The COE I-I EC -2 hyd raul ic co mputer progra m was used by Merrick and Co mpan y 10 perform th e ne w hydrauli c analy ses. The 100-year llo odw ay and ll oodp la in delineations were al so prepared by Merrick and Co mpany on a topog raphic map at a sca le of I :50 , wit h a co nt our i111cn•al of 2 fi:L't (Reference 69). The Floodway Data Table and Flu od Profile Panel s for Big Dry Cree k have been re vise d between cross sec ti ons UA and BE as a re sult or th is analysis. This revi sion also inco~-~ratcd the Lener of Map Re vis ion (LO M R) iss ued for Ara pah oe Co unt y. Co lorado on August 13. 19~0, for an are a along Co tt onw oo d 97 Creek from an existing pedestrian brid ge (located approximatel y 900 feet up stream of Inverne ss Drive East) to County Linc Road . Thi s LOM R was based on belier topographi c data and a revi sed hyd raulic analysis . The busi s for thi ., LOMR was the fo llowing submiued data : a report entitled "Request for Lcn ·:r u!" Map Re vision and Request for Co nd itional Lcucr of Map Revi sio n for Co tt onw ood Creek , Arapahoe Co unty , Co lorado ," dated Marc h 1990. and prepared by Greenhorn e & O'Mara . In c .. and an a built drawin g entitled "Co uonwo od Creek Floodplain and Floodwa y for Leiter of Map Revi sion." dateri January 1990, prepared byGrecnhornc & O'Mara . Inc . As a res ult of the above-referenced data. profile panel s were also re vis ed . I 0.2 Second Revi sio n Thi s study wa s revised on December 3. 1993. to show revi sed floodplain analy ses for Big Dry Creek. Goldsmith Gulch . Pine y Creek . and Will ow Creek. The hydraulic ana lysis wa s perfonned by Lov e & Associates, Inc ., Boulder, Co lorado . for the Federal Emergenc y Management Agency (FEMA) under their Limited Map Maintenance Program (LMMP ). Co ntra ct o. EMW -90-C-313 2. co mpleted in March 1992. An initial Consultation and Coo rdination Orticer ( CCO) meetin g '"'s hdd in Jul y 199 0, and auendcd by repres entati ves of Arapahoe Co unt y, FE~IA , and Lovl.' & Assoc iates. In c. Co ntact s to acquire infonnation were made wi th thl.' Arnpahoc Co unt y Dcpart1111:nt of Hi ghways /Engineering . the Urban Dr:.iinngl' and Flood Co nt ro l Di stricl, and FEMA. The area of stud y included portion s ur the Ci ty ll f GrcL'nw oo d Vi ll age and the uninc orporat ed areas of Arapahoe Co u11t y. l'nncipal Fl ood Prohlems Fa ctors th ~,t nggravatc ll ood prob ll.'m s: All ~tr1.•ams 'i tmliccl in thi s Flood l11 sura11 cc Stud y h:tv1.' had stru..:tur al imprnvc 111 l.'nts . h111 i111 cnsl' and infrequent thunckrs torms 1.:an gc naati: lloods in exce ss o f cx 1s1i11 g stru ctural ca pa citi l's . rbani7:lli on ha s 0cc urrl.'d and dc vc lupm ..:11 1 cunt11111t.::-. :il ong th cs L' Sll•.::uns . Tins will inncasl.' ,h:bris \muling in fl ood event s and 1.·:ms1.· uhs1ru ctio n o f brid ges and cul\'c rl :-.. th u:,, cau~ing more t.',\ll:nsi\l.: dam age . Fl ood Prn tcclion tVkasurcs S tructure s: Drop structure s have be e n constructed on seve ral of thL' cn.·cks studied . as well as improved culverts :md bridgl!s on roads. .Jams : Engh..·wood Dum. loi.:atl.'d on \Vill ow Creek . provid1..•s fl ood pr otec tio n for th\.' arl.'a aro und \Vi\low Creek dow nstrcam o f thi: dam tu i1 s .._.unnu,·n ce wi th 9S I I I I I I I I I I I I I I I I I I I Lillie Dry Creek . Hydrol ogi c Analyses In general. th e on ly so ur ce nf hydrolo gic informati on for th ese creeks i~ the pre vio us Flood In s uran ce Stud ies and HEC-2 de cks , although so me additional information was available fur Big Dry Cree k and Willow Creek . Go ldsmith Gu lch The only source of in fo rmati on for Go ld smith Gulch in the LMMP study reach is the pre vio us Flood In s uran ce Stud y HEC-2 de ck in which the di sc harge varies by reach . Al Dayton Street the I 00 -yea r discha rge is 1.090 cubi c feet per secon d (cfs) and lll th e outl et of Ar.ipah oc Lake the l00-ycar discharge is 800 els. Piney Creek The onl y so nrce of inf0rma1ion for Pin ey Cree k hydro logy is th e previou s Flood In sur ance Stud y HEC-2 deck in which the dis char ge varies by rea ch. The di sc ha rg es at Parker Road arc : Return Peri od {xcar) -~ Flood ln sura •· s Stud (£.hl _=i 10 1 L ---5.400- L 50 8.5 00 ==-=] 100 ---9-8()()-_j ---~o 2 1.00_0_ Th c primary so urcl' of in for mati on fur Will ow Cre ek is the McCall. Elli ng son & Murrill (197-1) report wh ich wa s used for the pre1 ·iou s Fl ood In suran ce St ud y. The.· co mput er mmkl input was una va i\ahlc for thi s stud y. Grcc nh o rnc & O'~tara ( I lJ 89) u,cd th e McCa ll . Ell ingso n & Murri ll rq1 m1. a, a ba sis liir a st ud y ln ca lccl upi.tr \·n m nl' En .. !cwoml Da111 . Down str eam nf Engll'wood D:1 111 . the McCa ll. Ell111 gso11 & iv1orri ll rcp on pn.sr nt s a llo w rate at th e conllucncc with Littli.: Dry Creek . but dt1 1.'S not rep or t the oulllo w rat e of 111c dam . McL:mghlin \Vatl.'r Engilll'l'rs (l 9X6) prl'Sc nt fl ow ratL·s fu r the ou t!l.'t o f Englew oo d Dam and at the conllucnee wi th Lillie Dr y Creek . The IOU- year di sch arg'-' from l.'ach ul' 1h csc SOllrCl'f is pn:sl.'ntccl bdow (!h{l.'rc nc l.'s 70, 7 1. and 72). 91 1 J Willow Cree k 100-Year Di sc harges I Down slrca m of Enl'h:w oocl Darn Unstrcmn o f En ,J cwood Dmn ---i I Co nfluen..:c I with Lilli e Dry Creek (0.37 rn i') I~ sso' I Eng lew oo d Darn Ury Creek outlet Road outn ow (8.1 rni ') -, 190 2 6 10 01 1 McCall. Ellin gso n & Morrill ( 1974) 2 McLaughlin Water Engineers (1986) ; Grccnh ome & O'Mara ( I 989) Big Dry Creek Upst ream o f Co nnuc ncc Quebec lvlin cra l with Trib utary Street Aven ue (6 .9 rn i') (6.55 rni 2) (5.46 mi 2) 52L C1 50703 4600 1 Two so urce s o f information exist for Big Dry Creek . The first is a pre vious Flom! In surance Study HEC -2 deck . and th e seco nd is a FEMA accepted Leiter ,,r Map Revi s ion (LOM R) l'ur the channel fr o rn approxirn atel y 2,000 fee t up strcarn of So uth Co lorado Bou levard to approximatel y 1,000 feet downstream o f So uth Cokraclo Boulevard (Reference 73). The table below s hows th e 'ow rates fo1 Big Dr y Creek at So uth Co lorad o Boulevard . The 100-y car ll ow r::te s fur the two FEMA accepted studie s ditler by over 1,000 els at thi s locati on. The data from the 19 74 Flood Insu ra nce Stud y were used for thi s st ud y. Big Dry Creek at Sll 11th Co lorado Boule vard .-R~ll!rn Period i O LOMR (1988) ~ iL I_Ql)__ 5110 I lvdra ul ic Anal ysis -~-6Jl(L 7 Cros~ si:c1i un (lata for stream s in thi.: ;1rl··: \\'t.:n .. · cli g1ti i'.._•d from map s an d i.:o pird fro m previous II EC -2 dci.:h . All briLlgcs ;md cul vc11;-. \\'CTC sur vl'yccl to obi a in elev.it ion data anti stru ctu ra l g\!omc try . Roughne ss co cllicicnt s lMa nn ing's -n") we re es tim ated from field :n spc.·ctio n :met ph otog rnph :, of th e st ud y re 111.:hl's. \Yater-s urfa ce pro lil cs wen~ de ve loped usin g the HEC-2 co mput er backwa ter mode l (Refe rence 74). l'rolile s were de termined I l I I I I I I I I for the 100-y car noo Is on Goldsmith Gulch and Will,, v Creek . and the 10-. 50-. I 00-. and 500-year tloods for Piney Creek amt Big Dry Creek . The starting watcr•surfo cc clcv:.1ti ons for all stn:am s were obt:.1incd from th e pre vio us Fl ood Insuran ce St udy . All ele va tion s arc re f",·rcn ced to Nati onal Geodetic Vertical Datum o r 1929. Maps used for floodplain boundaries arc as follows: I ) Topographic maps used as work map s: Sca le I : 1.2011 , Contour interval 2 feet . (References 75 . 76, 77 , and 78) 2) Arapahoe Co unty Ba se Maps: Scale I :2 .4 0 0 . no contours (Rercrcncc 79) 3) USGS c1uacl map: Highland s Ranrh f.tuadr anglc : Sc ale I : 12 .00 0. Co ntour interval IO fret . (Reference 80) 4) Federal Emr rg cnc y Managcmc1:1 '.gcncy. Fl oo d ln sur:.mc c Rate M.ip Panel 08005000951': Arapahoe l ount v: Scale I :6.000, no contours (Reference 81) Equal convcyancl' fl'(ltu:t io n c11 cro achmc111 M1..•thod 4 wa:-: use d for the ll oo clway detennimti on lor Bi g Dry Creek amt Pine y Creek . I 11 .3 Third Revi sion Digital Update The mappin g for thi s up tlat1..• ha s b1..·cn prcpan:d using di gi tal cfala . Previou s ly publishcd Flood ln sur:11tl"l' Rah: ~•lap data prndu..:L·d manuall y h ave hl.!cn con\1..·r11:d tn vector di gita l data by a di gi ti1i 11 g pr ncl.'sS . Th ese vec tor cl :11 a wen.· lit to ra st..:r di gi 1al irn:i gc:-. ol' thc l/S(iS quad ran;,_di.: maps ol' the co unt y area to pro \'kk hori zo nl.il positioning.. R oad, hi ghwa y name s an CL'ntcrlini...· data ha vl' bl.'L'll ohtaincd l'ro111 the nitcd State s Ccn !-tb Bun:au's TIGE I{ (T11pulogica\ly lntc gralc,I (iL•ugraphic E ncoding and Rl.'facn..:111g) Filt•. The cc1Hcrlincs wcrf..' 11 11,dil'icd to the positional accura cy of the USGS qu,,dr;mglc , ai11 l the roads, hig hwa ys, aml street names were modi lied from th e Flood In suran ce Rat,: Map panel s . The Cit y or A uror a roa d and highwa y nam es and cl.'ntcrlint! dala hth1C b..:cn ob tain ed frvm the Cit y or Aurora. Depamncnt of Publi c Works. Gcogra ph 'c Information Sys ti...'111 . T l I.' aclj:i stcd cen terline data were then co mputer pl o tt l.'d with thi: 101 digitized floodplain data to produce the counlywidc Flood Insurance Rate Map panel s. Floodplain data for South Platte River were added based on work maps produce,! by Wright Waler Engineers , In c .. for the Urban Drainage and Flood Control District in September 1987 . Floodplain repre sentation was matched to that in Denver Co unty for a reach of 1,500 l'cct down stream (north) of Dartmouth Avenue. Floodplain data for 3,600 feel of We s t Harvard Gulch were added to Arapahoe County based on work map s and analyses produced by Gingery Associat.os. Inc ., for the Urban Drainage and Flood Control District. October 1978. Floodplain data were tied into that in Denver County at Colorado ~,:u thcm R"ilroad (downstream) and South Zuni Street (upstream). Floodplain data for Lit tles Creek were updated based upon hydrologic and hydraulic analyses pcrforme:I by J. F. Sato and Associates for FEMA under Contract No. EMW-84-C-1631. completed in Augus, 1985. As a result of the channel improvement project for the reach of Littles Cre ek downstream from the Atchison. Tupeka and Sunla Fe and the Denver and Ri o Grande We stern railroads In it s conlluence with the South Platte River. the I 00-year ba se llood would be contained within the channel. The hydrnul.c reanalysis for this reach of Littles Creek was performed by Love and Associates. Inc .. in fa11ua1y 1989 (Reference 82). The LOMR is s ued 011 July 15. 1991. fur the City of Greenwood Village. to show thl' ct'ICct s or mon.· dctaih:d topographic information along Prentice Gulch from the conllucncc of Grcl•nwoml (iulch to Holl y Street. wa s included in thi s npdate . As a result of the mor,· detailed topographic information. the 100-yca r \loodplain boundary. base llood elevations. and lloodwa y boundary have been revise<! along Prentice Guil'h. Th ,· Floodway Data Table Im!-. til so be1.•11 updated . Th e LOMR issue d on April 20. 1992. for the City or Cireenwoml Village lo show the l'lll'cts uf a l'cviscd hydraulic anal ys is which utili zed !J1..·11c, lopograp hil: data along Circc11wood Gukh from the c;11 nl1U1,.'.11 c;c w11h Prentic e Gulch and Hi gh lm,· Canal up stream to Sonth ll oll y Stre et was included ,., thi s 11pclat1,.•. As :1 r1,.•s1d1 ui" !he r1..•vii;cd hydraulk anal ysis. the 100-yc.ir ll oodplai~ boundary. base llood clcvatwns. lloodwa y boundary. and Fl oodwa y D:11:1 Tabk wcr1,.• rc vi:--cd . The LOM R issued on April 16 . 1993 . for th e C ity of lirecnwood Villag e 10 show the cffcL"tS of clwnncl improvcmt!nts. which include rc:.1lignmcn1 of the channel and more dctaik<l topograp h,c inl'nnmuion alon g Gold smith G ul ch b::twccn East Ucllc vicw Avcnul.! and South Yose mite Street wa s included in this update . As .i r..:sult of the improvements and more dc:tailcd topographi c 102 I I I I I I information, the IO0-year noodplain boundary and floodway have been shifted appro .,imatcl y 150 feet to the cast. In addition, ba se flocd elevations •vere increa se d a maximum or 4 feet. from approximately 450 reel upstream of East Bellevi ew Avenue to approximately 150 feet upstream of Yosemite Street. The Floodway Data Table has also been updated. The LOM R iss ued 011 September 26. I 99~. for Arapahoe County to show the effects or more detailed topographic infornmti on and th..: cxis1ing bridge at East Iliff /\vcnu..: along Cherry Creek, fr om approxi1:1ately 1,000 feet downstream of East Iliff Avenue to approximately 1.050 feet •ipstrcam of East Iliff Avenue , was included in this update . As a re sult of the m,,rc detailed topographic information. the elevations and floodplain boundary delineations along Cheny Cn,ck have been revis..,I. I 0.4 Fourth Revision This study was revised as part or a Digital Flood In surance Rate Map (DFIRM) conversion for Arapahoe Co unty and incorporated areas . This study incorporated the new countywide DFIRM conversion prepared by the UDFCD. The UDFCD contracted Merrick and Co mpany to digitize the llood data from various sources and to prepare th,· data in confor111ancc with the FEMA DFIRM specil1cations. The ciues of Aurora. Littleton. and Centennial were added to the DFIRM as a part nf this revi ,ion. Previously . Aurora and Littleton had se pmate FIRMs. Ce ntennial was incr;porated alier the date of the previous effective FIS and FIRM. Flood information used for the DFIRM ronvcrsion came from three so urces : the UDFCD 's Flood 1-lazard Arca Delineation studies: the work maps from the or iginal FIS; and the work nmps Ihm, several Letters of Map Revisi on (LOMRs). Flood l-lazard Arca D1.·linc:11io11 Studies The UDF CD published a Flood Hazard Arca Delineation report (Rl'ii.'rcncc X3 I liJr the Lower Bo, Elder Creek watershed in Scpte,.-ber 2001. Thi s report idcntilicd flood ha zard information on Box Elder Creek and Bear Gukh. This report wa s i1H.:nrpnra1cd into thi s FIS . The UDFCD publi sh,·d a Flood Ha zard Arca Delineation report (Rcl crc ncc X4) for th e Upper Box Elder Cree k watershed 111 December. 1995. Thi s report iclentil1ed lluod ha za rd information o .. lJ ox Elder Creek. Coyo te Run and severa l tributarie s. This rcpurt was incorporated into thi s FIS. The UDF CD publi shed a Flnod Hazard Arca Deli :, ,1tio11 'eport (Rcli.'rcncc MS) tor the Cherry Cree~ watershed in May, 2003. Thi . report iclentili ccl llood ha za rd information on Cherry Creek from Cherry Creek Reservoir to the Douglas Co unty line. This report was in corpor:11cd into thi s FIS . 103 The UDFCD published a Flood Ha zard Arca Delineation report (Reference 86) for the Lillie Dry Creek watershed in Augu sl. 2003 . Thi s report identified nood ha zard info:mation on Little Dry Creek , Will ow Creek , Greenwood Gulch , Quinc y Gulch. Blackmer Gulch and Prentice Gulch . This report was incorpora1cd i1110 this !'IS . An unpublished study revised the Hood hazard infonnalion from Holl y Dam lo Quebec Street to correct obvious errors in the pre vious mapping . The UDF CD published a Flood Ha zard Arcn Delineation report (Reference 87) for the Upper Goldsmith Gul ch watershed in April. 2005. This report idcnlilicd nood hazard infonnation on Goldsmili, Gulch and lhe We sl Tributary . This report was incorporated into this FIS. An unpublished study revi sed lhe nood hazard inforniation immediately above Caley Avenue lo renect a new detention pond. The UDFCD publi shed a Flood Hazard Arca D,·lincation report (Reference 90) for the Massey Draw and SJCD 6200 watershed s in December . 2005. This report identilied nood hazard infonnalion on SJ CD 6200 and the North Tribulary. This report wa s incorporated into this FIS . The UDF CD published a Flood Hazard Arca Ddincalion report (Reference 91) for the Murphy Creek watershed in September. 2006 . This report identilie.l llood ha zard inf ,·ma 1ir,n on Murph y Creek . Thi s report was incorporalcd into thi s FIS . Leners of Map R,•vision (LOMRs) All LOMRs effective alkr lhe dale or the la sl rc·vision (Au gust 16. 1995) 1hrough March 16. 2010 . have been incorporaled im o thi s re vision. 104 I I I I I I I I I I I I I I I I I I I ARAPAHOE COUNTY, COLORADO, AND INCORPORATED AREAS VOLUME 2 OF 4 Comrnunlly Name ARAPAHOE COUNTY CO UNl'J CORPROATE D ,'\REAS AURO RA C ITY OF CE NT E",NIAI CITY JF CHERRY HI Li S VIL,..AG E CI TY CF COLU MBI NE VALi fY TO\\N OF 'OFER TR AIi.. CITY v F f NGt F\"VOC:0, c 1rv OF "FQ;,.F IELD TOWN O F GL P lDI\LF C:il Y OF :f~EE r-.\\-OOfl Vil l .;.r,f Cl TY f 1 I ITT FTON CIIY UF SHf~II .f\N t ITV ll~ Commun;ty Number 0800 11 080007 080:J!!i 08001 3 08001 ,\ 06001~ 08'507•1 01.1009 1 tJ:lU]·I / IJ~•",11 IJl\l01fl l.:ff ocl1 ve De cember 17, 20 10 Federa l Em e rge ncy Ma nage me nt Age ncy ' FLOOD INSU RIINCE STU D'/ NUl.lBER oaoosr.vo o211 I I I I NOT ICI-ro FLOOD INSU R1\NC I· ~ I UDY 'ls RS Co m1nu111t1l':-. part1 i.:1p:1ti1 1g. 111 lhi: ~:ition:i l F!1 1lHI ln:-.11r;1111.:l' i>rogram hav..: c ... 1:1hl 1:-hl'l i r,pn sito rics ol' llood 11:11:trd ,'·11:t liir llo<1d plain n>:·na ~c lllc llt and fl.in d in snrnncc pn rpo,cs. Th Fl oo d lnsura11c1..· S:u dy (F l ) may llllt contain all cl:i t:1 :l\ai lab k withi n th e n.:po :-llory . It 1:- h 1:-abll' to ron tact thl' commlmity n:pn sitor y for any :1dd1110 11 al data . Part or all of th t:-. FIS 111:iy bi: r.,;\i:-1..·d .rnc\ n:p1 1bli shi.:d :it any 11 nw . I 1 ad d111 on. pa rt of th is FI S ma y h.,; rcv i"it d hy th l' L1..•111,.•r of Map Rl', i1-io 11 prn n ·-.,. wh1d1 cl ol':-. 111..,: imolv1.: n:puhli cation or 11:dJ:-.t11hu 1,on nr 1h1,.• / IS rl'po rt It 1:-.. lhi:n:h,rt·. th1,.• r1,.•..,pon,1ild11 y of th i: u:-i.:r i.' cn11:,11lt \\ 11h cornmu1111y c•rlk 1:i\, and 10 d1 l'd 1h1..• i.:n111111·111it) l'1,.'\'\hlh.1 r ~ to ol 1a 11 , thi.: mo:-.t c un~:ll Flo;;; n:porl l.'l)lll ptl lll'lll, ,.\ug.11 ,1 I(,. I 1)iJ5 tktuhi.:r 7. 200:--i lkccmhc1 17. 20 111 T.\111.1-. OF CO\ n :.\TS -,·ou·~,E I I .II l'(TIH)l)l'(T IO\ ............................................................................................................ I I I Purpth1..' 1>f S1ud~ I I 2 \utho111 ~ ,111d ,\d,11tm ll.'d _µl.'111.:111-. \ _1 l'11,1 nlillillltHl .. 2.11 2.1 . \ll E.\ STl 'DIED ...................................... . ······················ ······················· ....... 4 Srnpc or Study. ('nmmun1l~ lk:-.cnp11011 . l1n m:1p:i l I· \no d Prohlt..·111' .. l·h111l l Prn1t.'L'l1 on ~l1..·a,u 1\_•,. 4 7 .. 8 . ... ') .1 .11 E\G l :'I E l•:lll\G ~I ET II ODS .......... . ·····························································'' J . I ll ~dro lo g u.: .\11 :1\~..,'-''·· 12 ll ~clrau l1 c 1\naly,c, .. :!:! \'i:rtu.:::il I J;Hu m .. . ...... ,:!.\ -i.:: F l .<>ODl'l .. \1 '-' ,1.\\AC Dll•S r Al'l'I .IC \T l()\S ................................................. 25 •I I -1.2 5.11 I· h111 dp l:i1 11 Buumbn1..·, 1-'l,iod,,a~, l ,S I IC\ \CE .\l'l'I.I C' \ 1'10\S .................................................................... . FI.OOD I \S l 'IU\< E IU n : \I.\I' ............................................................. . (J rtl l-:ll S I l DI E~ .............................................................................................. . ......... ss ......... 8(1 1 .. 11 7.11 8.11 'I.II I.OC.\T IO\ OF D.\ I'.\ .................................. . .................................. 88 111111.1()(;11,\l'II\ A:'lll IU .F l•:1u::-.n .~ ... . Ill .II 1u:,·1s 10:--ll ESl'l{II' 1'10\S .. 10.1 h r,1 l{1..·,1,1u 11 111 2 S1.·l·u11d !fr, 1,urn I ti "' ·1 hml lh·, 1,1tn1 IO -1 I ,1urth lh·, 1,11111 h g urc I Fi gure J T.1 bk I Table I :i r a bk :! Libk :1 T.1hk -l ·1.1hk 5 FI G R ES Frl'qucn cv-D1 sc hnr gc. Dra111ag1.· Arl·:, Cun e:-.. Co.ii ( ·,wk. Ch,·rr) Creek. S:in d Creek . l·rl·qu cm:: -1 )1 :-.drnr gc. Drainage Arl':l ('un 1..:~. t'ottO!l\\ood t'rl'l'". Big Dr: Cr1..:c" .. Frl'ljll l'lll'.)-D1 :--c har gc. Dramagc Arc a Cun c:-. Murph) Cfl·ek. Lillk Comanc he ·,wk . Frl·qucrn:y-D1 ~rhargl'. Dra1nagc Arca Cu r\'C!). Comanche Creek . \\l est Bi.1 011 Creek. Bo, El,kr Creek Fl ood,, ay Schcm :111 c . Fl oo d111g Sources Stu chcd by Dct:11lccl Mc thocb . Fl oodin g So urcc :.-Rc:,tmlil•d or i\'cwly . tuclicd by Dct:11kd ~lc 1h ods Fh1o d1 ng Sm1rce s Stu <i ll'd by J\pproxi1 11 atc i\lc1 hnd:-. .. Summ ary ol D1 sc h.1 rgl':-. . , 1· lnud\\ ay Da t:i . l\,111111u1111 : ~lap 111 ... wry . II ~ 1-l 11, 17 27 I I I I I I I hh1h11 I I ,l11h11 2 EX l·IIIIITS Fl ood Prnlik, (C'nn1\l l \lurphy Crc d 1'111L'~ rL'i:k Pr i.:nttc l' G ulch Qu1 ncv Gulch S:i hk Di1e h S:ih k Di1d 1 0 1c rlhll\ . :incl Cre ek S.ICD 61 00 SJ 'D 6200 Slau c h11:rh o11:-l' (iulc h S<>ulh Plall e Riv er Sn uth 1 nhu1 :11 ) Sl au ght..:rhmi :-.L' (iukh Spring ( ·r•~d \ 1'111 1 G:11,· C'1 cd. l l1111 :t 11h:d Ct L'1..'k \\'l:,t H1 1,1 11 (iul ch \\\•,t I i :tl\ :ud < iukh \\\:,t I ~,11 l iah.· Cr1..•i.:k \V 1..•,t f"oll C i :lli.: ( '. ·k I nh ut :i ry \V l',1 Tn h11 1:iry 'I 1 ,o td,1111th (iu k h \\\:"h:rl ~ C1c1..·k \\\•,h:rl~ ( ·rl'd .. l h 1..·rll 1l\\ \\'11 11..m' L'tL'l'k Sh.Tll1..' 11.irk,•.a~ (hi.:rll<m II oil C'r,·c ~ \\ nit l 'n.·i.:k 1 nhuta r~ ( 11:11 1b) I >11rh I h 1~ld ln'l11r.111c ... · Rat..: \l,tp lnd 1..·\ I hllld l !hlll'dtH,\: Rtll l' /\1,lp II Paneb I ~7 1'-19 71' P:111..:\ .. I <J XP-2C9P Panel 2 1 or P:111..:b 2 11 P-2 UP Pane b 2 1-l l'-2 171' Pan el 2 18P Pa ni.:I ~ 2 \ 9P <:!22 P Pam.:b. 223 P-22 5P Panc b 226 1'-227 1' P:mL'b 22, P-232 11 Pane l, 2.1 .l l'-2.1 -1 1' Pan1..·I ~ ::!35 P-2 JC1P Pan l.'I, 1.l7 P-:!JX I' PanL•I:-. ~J\Jl'-1 41 I' P~1111.'I:-. 2421'-JJJ P P:in l'I, 1-IJ 1'-:!-l(1P l':11,_ ,, ~➔ 71'-2-l'W P:1111.'1-, :!5 01'-:!5l1P P:i nl•I 157 P P:inl'I, 15X P-::!h01' P:1'll'b 1.(i I l'-:!M1P Panl'I :!h7 1' P:lll l'i.. :!fiX l'-17 11' P:in l'I ~/:!I' P.1111.:b :!7J P-27J P l':inl'I 27-i l' P.i m.•I ,: /f1P -:!M JP I I hhihil I hh 1b1 1 I lkar Creek IJ car Gulc h U1g Dry Creek ll ig Dry Creek ~ nhu l:u~ 1\ Black mer ,ulc h llox Eld er Creek ('hl'rry ·ri.:1.;k \'()l.l'\1 1•: II EX III BITS Chen, Cre ek \R 1gl11 O,uha uk Spill Flo\\) 'hl'rl)' rc..:k Spi ll way Dram Co al Crc,·k Co manch e Creek Cot)n l'r..:ck C'o11n11wood Cn:L'k Cu:11h: Run ll111d1 Cree k l·:1,1 I nll (ialL' ( ·1l·1.·h 1-lr,[('l l'L'"- ( iphl-.11 uth l 111kh < in:L·n,, on d ( nd dt < ir1..'L'II \\ o,H I ( ,1d d1 H: p.i ,· I lapp v l ',111\ Oil C"c·k I 1.'I.: <,u kh I IIII L' C'orn:111d11.: l 'rl.'d\ I 1uk I lr) C1e·ek I 1uk ·,crl'l'h. I .Olll' r rl'l.' ('n.·i.:h \'01.l'.\I E Ill EX IIIBI rs Ill P:111i:b 01 l'-02 1' Panel s 0.1 1'-1 OP Pand, 11 P-29 1' l'ill cb 301'-32 1' Pa nel ,;; JJP-J 7P Pand s 3~P-65 P Pan d:-6<1P-75 P Panel 71>P Pand, 77 1'-78 1' Pm11.•b 79P-81 P Panl'i XJ P Pan1.:I ~➔P Pam·I, XW-9.1 1' Pa1 •,..-I.., tJ ➔P-1 (il)P 1':,11,·b I IOl '-11 21' l'anL+• I I '1'-11 "1' Pan1.:b 1161'-I I lJ I' l'.11 11.:J.., 1201'-12-IP P,llh .. -1-, I 2.'i l'-13 11' P,1111.+.,112 1'-l~ 11 11m11.·b l .'5 1'-I ~(,!' l'a11 d , I n p 1-1111' l'and I.J 71' 1':11wl , I.J Xl'-17.JI' Panl'!:-. I 75 P-1791' Pani:1, I XOP-1 X<1!1 ... ! 0 500 1000 1500 2000 5310 ::.i 5300 .. ' I . 5290 ---+----+----'-----'------l 5260 2500 3000 3500 4000 4500 STREAM DI ST AN CE IN FEET ABOVE MOUTH LEGEND ______ r ~t~~'l'.UA. Cll/1'.JCt It. ANNUi,, C.ltA NCf- 11000 _____ ;i" AN\jlJA : Cl!ANCf I 1000 11)% AN NJAl CIIA'I CF --------nooo 5000 ~·srnEAM RFO 6 CROSS src TION t0(;/1110 ~ (/) w ~ _J u: UJ 0 UJ 0::: 0::: u 0.. :::i 0::: <( 0 UJ 0 en _J LL >-u z LU t'.) O en <( I-u <( z _w LU >-a:: ::;, I-<( LU t'.) z o <( => w z 0 f-<( u ~ ::;, >-0 u UJ Cl. z oa:: LU :co t'.) ct'. <( u LU Q._ ~ ::;, LU ~~ -' ~ <( <( LU D LU u. 01P I . . ,,-, I' I. ·t • •••. ;_.: .:_:. 5280 ~----+----...i-------1------l-----l------1-----1-------l-____;_---+------l-------'----L......---- .. :; ' 1 .. j • : : : : ~ .. STREAM DISTANCE IN FEET ABOVE tv:OUTH LEGE ND 0 2% ANNUAl Cl !AN GE 11orn1 1 % A,,,NU Al C:I lANCF I LOOO _____ /% ANNUAL CHAN CE FLOO D 10% ANNUA L CHAN CE --------l LOO O SlHEAM BED CROSS SECT IO'II LOCll fl ON 5280 ~f) w _j u::: 0 Cl:'. CL 0 0 0 _j LL >-0 z w (!) < t-z w ::;; w (!) < z < ::;; >-0 z w (!) 0::: w ::;; w -' ~ w 0 w u_ :,,:::: w w a: u a: <( w co 8 ~ _w >-0:: I-·O:: z o :::::, w 0 t-u r'2 w ~ oo:: IO <( u 0... ~ ~ §E <( <I'. 02P I I I I I I I I I I I I I I I I I I I 5370 -5370 J I I I 5365 I 5365 Cf) UJ ..J I u:: u 0 ...J :::> c::: (9 0.. I 0 c::: 5360 5360 <( 0 LU 0 Ill 0 ..J u. ~ ~ ~ 535 5 I I-5355 LU - LU --u.. I -I --~ -z -. ' 0 -I -~ 53 50 I I 53 50 , , -> '' - LU ...J F-fiJ '.LI I 5345 -5345 >-I u z w (!) o -I -0: U en -·t . I--~ z ... w ~ ~ ::;; 5340 I 1· 5340 w Z@ LE GE ND ~ :::> I-z 0.2% ,\NNUAL CHANCE -,: 8~ FLOO l ::;; -1 % ANNUAL CHANCE >-LU~ FLOOll u z Qo::'. L 211 .\N:-.IUAL CHANCE w :r:O 5335 FL000 (!) 1 'l% ANNl:t\L CHANCE ex: <( t.) T --FLOOD w Cl..~ ::;; ~~~ STREAM BED w ~~ ...J 6 CROSS SECTION ~ <(~ w LOCATION 0 I w u.. 25,800 26,000 26 ,2 00 26,400 26,600 26,800 27,000 27,200 27,400 27,600 27,800 28,000 28,200 28,400 -STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BOX ELDER CREEK 03P •• , j 5350 5345 28,40[) 28 ,600 28,800 29,000 5365 --------i----r-----t------+--------J----t--------+-----t-----t----75355 ' 11: ' I. I. 29,2 00 29,400 29, 00 29 ,8 00 30,000 30 ,2 00 STR EAM D ISTAN CE IN F EET A BOV E CONFLU ENCE WITH BOX ELDER CREE K LEGEND _______ \'.~o~N"...IUAI nt11"-lr:r 1~,. ANNUAi (;ltANLI ILOOO '}',. /1NNUA\ Cl IANCE 11000 10 , ANNUAi CltANCf J ltOOU STREM,\ HFU c:rmss••tL1to •4 'OCAIION ----- 5350 30 ,400 30,600 30 ,80 0 3 1,000 (/) w .J LL 0 a'. 0.. 0 0 0 .J LL >-u z w <.!) <( I-z ~ w <.!) <( z <( :;; >-u z w <.!) O'. w ;;;; UJ ...J ~ w 0 w I.L :r: u _J ::::> (.9 a: <{ w CD o -u ~ _w i:'.: ~ zo ::::> w 0 f-u ~ 0 w a._ 0 a: :r: 0 <{ u a..~ ~~ <{ ::s.. 04P I I I I I I I I I I I I I I I I I I I I 53 95 1------t----·t-----t-----+-----+----1-----t-_-_...,...,,---+-----+-----,1-----1-----t------i 5395 ::, : ~ ": .. < . ~. . .. : I:: 5390 1---·-·-·-·--t----+-----j----+----t---'-----+----+· .......:."':. ___ · ·-·+--·-~--_. _· ·+----+-----+----+------' 5390 ... -t-, . ~ - ·•· t . 5385 1-------t----+-.-.-.. -.-_..,._.,..._,..,_ t------t----+-----t-----,--- : : . i-. ---+---.-, --1 ·-----t--=,......."""1 5385 • I '. I . j •• 1-5380 1-----+----+----+----+-----t----1---=--b----/J'---+----+---+:=--==F=----+----5380 w w u. z z 0 ~ w _J w 5365 -- 5360 31 000 3 1,2 00 31,•00 3 1,600 ----r-· -J--. . . . • • • • • j 31,800 32,000 32,200 32,400 32,600 32,800 STREAM DIS TAN CE IN r EET AB C ~ -.:ONF LU ENCE W ITH BOX ELD ER CREE K 5370 ~----+5365 L[GFND ______ ~\) )~)N'l I C.llN,lr"'F A"Jrll'f•I LHA ,-.I I 001 1 _____ i n~~;• 1/,L GHANC.I· 1, A'lr..lUf,l C!\NIU-________ I Clot) 33,000 33,200 r:no:.s SfCIION lllt.AIION 33.400 33,600 Cl) w ....J U:: 0 0:: a. 0 0 0 ....J LL :r: u _J ::> (9 0::: <( w co 05P 5410 I 5405 540 0 - a ;j. ~ - ~ tii 5395 - LU : u. '' ~ I z ++ 0 -.--~ 5390 I I <t -I -' > I LU _J LU - 5385 ' I -5380 ----- - 5375 I - 33,6:JO 33 ,800 34 ,000 34 ,2 00 34,400 34,600 34,800 35,000 35,200 35,40~ STREAM DISTANCE IN FEET ABO VE CONFLUENCE WITH BO X ELD ER CREEK 5410 54()5 5400 5395 -5390 I 5385 I ct --5380 LEGEND 0.2% ANNUAL CHAN CE FLOO D ----__ i ~toiNUAL CHANCE __ _ __ ~~otiNUAL CHANCE 10% ANNUAL CHAN CE --------FLOO D ~ STREAM BED 6 CROSS SECTION LOCATION 35 ,600 35,80 0 36 .000 36 ,200 U) w ...J u: 0 c:: a.. 0 0 0 ...J LL >-0 z w (.!) <( I-z w ::. w (.!) <( z <( ::. >-0 z w (.!) 0:: w ::. w --' ~ w Cl w u. :r: (.) ...J :::) (9 0::: <( LU co o ~ (.) (/) -LiS ~~ zo -, LU 0 ~ (.)0 LU c.. o er :r:0 <( (.) a.~ ~~ <($ 06 P I I I I I I I I I I I I I I I I I I I I I I I -· -• ----· i_ ~ -. -· ____ · -.. ·-t-· .. ; ..... ·-_· -------------... ----• ·----· =--:-..L_, .. -----------•-• 54 30 ••• '1". 1-. •• : ~t--,--• : ; :: i. -- : i.: 5420 r-__ -_ -.. -.-.-.--t--:-~-:-:-~.1-:-:-~-t--.-.-.-.-.T:T.-~t-;--. -· -· -:-: =---. 1,-1 -.. ----t-·-·_·_·_-_._--t-__ -1_-. -: -. -: -. -: -: i--~-:------t------t--,1:m-i------:---~----:;,..-i--:--------1 5420 . : : : -::T:-: :-:-:-: ~ ~: ! : _ -~ ..... _.. . ... • ~-. _ ......... _ :_i ;·:::: .. . 36,200 36.400 36,600 36,800 37,000 11.:_1 37 ,2 00 37,400 37,600 37.800 38,000 STRE AM DISTANCE IN FEET ABOVE: CO NFLU ENCE W'TH BOX ELD ER CREEK ·i ··· .. ' . R 38,200 LEGEND 38,,iOO 0 ;,~ ANNUA. CHANCE noon h ANNUAi CH/1.'1.CI rtOOD ]% ANN UAL CH AN Cl'- rt 000 10"1,, ANNUAl 01ANCE noo1J SI HEAM nEo CHOSS SECT10"-' lOCAJION 38,600 38,80 0 (/) w _J u: 0 0:: 0.. 0 0 0 _J lL >-u z w c::, <( I-z w 2 UJ c::, <( <( 2 >-u z w c::, 0:: :::. w --' ~ w 0 w LL :r: u __J ::::, (.'.) oc <( w co o - 0 ~ _w >-0:: f-<( z o ::::, w o ""' 0 0: w ~ o o:: :r:O <( u ()_ ~ ~ 0 z <( ~ 07P lj~I== ~ ~?L:r -· ·-~ -. . ·-........ Jj:_j;j;i; ~-···~·--t-J,,: .. ~.:~ ~. ;,.i .. ..._.J_f"••--:::-:::...::.~ •-· J ,_f_ ;-;L--,,.,. -----••!•••· .. ~~:; ~ ==:~~-:_:_:: _________ ~. ~-~-:~ ~; ~}_:~ ~~=-=: · ~:: ~~ f~ ~ !~l 2 ~-! ~~j~-~ ~-!~ ~:; ~ +•➔-•-· -... +.,1..,,_ .. _.__,,,.-1-_ •··--···· _!_L , ....... , •• -· 1--· .... -------·- d;:--i::-::~ ~:i~:-:::: • ~-J __ • ·-· : : : :-r:~_: ~-:-::: ~l~ ! !-"'! l l ! ~-L.2_. ! : ~IT"--1....Li I : : :~-:: :: : -: :p=-:=-..:-::::; :_:; :~~ ::~:: '. ~==~~= ! =-·-J~~: :~ 5455 f------+--.;__--+-----f--_-_-_=--::...-.+-----f------+-_-_-_-:..-:..-:..-::..-.. +-_-_-_-_-_-_-_+_--_ -___ -__ -_-_-_-1-__ -__ -_ -.. -.-_-_-+-__ -__ -_-,_-_ -. -__ -+-_-_-_-_-__ -__ -_-+-. ------.-.-. _---,_ 5455 • l •• , +. ---...... _. ...... ~----• ... . . .J .... --4~--'--'-'-f------ • ••1+----.. , • ' ••••••• . : : : ~ ~~~ ; j :-: : :-: : • t ! •••••• . -.. :.:I +:: :: : r,. -; -·. 38,800 39,000 39 ,200 39,400 •➔ ---······- .• -1-+--··-······ I~ :;::i::._~ . .. . .... ' .. ; .... : ''' ~-.I•-• .. • • +' .... , • : :: : : : : i: ....... I- ----- 39,600 39 ,800 40,0CC 40,2 00 40 ,4 00 40,600 STRE AM DISTANCE IN FEET ABOVE COMF LUENCE W ITH BOX EL DE R CREcK •. • ; ... I . I::::::· I' . ' .. -..... - ·t . .. .. I . • '••t . -~-- LEGE ND _______ ~c~~r-.i!l.l JAI Cll/l'I.ICf; :"I',, ANNUM Cl!ANCf 11000 7% ANN UAt CHAN CF ILOOO 10% AN'I.IUAL Ct IArlCF I LOOO STRE AM 81:D CHQSSS((.;IION I II LOCA fl O N ~ 5440 5435 54 30 5425 40,800 4 1,000 41,200 4 1,4 00 Cl) w ....J u::: 0 a:: a.. 0 0 0 ....J LI. >-u z w (!) < I-z w :. w (!) < z < :. >-u z w (!) a:: w 35 ...J ~ w 0 w u. I u .....J :::, (.'.) Cl:'. ~ co o -u ~ _w >-0:: f--...: z o :::, w 0 I-u ~ w ~ o o:: :i:O <( u Cl.. ~ ~~ <(!5- 08P I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • ,,j •• •··• J-1 _J I I I I • l--'--"--LI--'--11-'- ---.-,,-,,-_-J,-. -. -. ~. _~,----. .. . ,-.-..... ~~ :~: : : ::-~-~ I ~: : : •-•+'.I• -t ---.••• -.... _ ..... ----·- 5475 ,--·-·_·_-_._, __ +:_:--_~_~:_I_i_;~:_:+-----t--!-:_: __ -___ :_._·_·1-----+·-·_,_·_·_·-_·--1--· -· -· -· -· -· ----1--.-----+-+-+-c-+--.,....---t--: ___ :_r_b_· __ :_:_;.+--,--,...-----5475 • ~ ••• , • -~ --, I -:-~.~i:·!:_ !:· ..... ---, . 54 70 I-----+--,---,----,---,.--- 5455 5450 • ! ........ •• •➔ t•, I '. ---·. -r . . . . . . . . . . -. 1-·-• . . . . :J: 5445 1---,---+-----+----+----t-----+-----, '.: l. , . 41,400 4 1,600 41,800 42 ,000 42 ,2CO 42,400 42,600 42,800 -· ....... -: .l.::. ·: ---+------:---!--'"'"'---,----+----,---, 54 70 . --1~ : : : : . ~: .... ~:: : ; ... , 1 I I .. , -...... . " LEGE ND _______ ~Cini/'NUAL CHA"ICL 1% /, l"I UA C:Hf,NCF nooo :''JI, ANNUA L CliANCI:: 11000 10-,,. t.N~lUAI CHANl.t I LOOD S!Rf.,-M.-11111) cnoss S[CllON LOCAl.()~ 43 ,000 43,20 0 43,400 .13,liOO 43 .8 00 44 ,000 STREAM DISTANCE IN FEET ABOVE CO NFLUENCE W ITI I BOX ELDER CREEK (/) w ....J u. 0 CJ:'. 0.. 0 0 0 ....J u. >-Ll z w (!) <( I-z w .., w (!) <( z <( 2 >-Ll z w (!) 0:: w ::a: w -' ~ w 0 w '-'- :r: u ...J ::> <.9 Q'.'. <( w CD o -u ~ .w >-0:: I-<( z o ::,W 0 I-u ~ w ~ o o:: :r:O <( u o..~ ~ 0 z <( ~ 09P ::-:_~:.:!t:2:~~ :~~:.:-.~~-~::_:.~::~ :..:;~ ··-, .. , .. _,,__:::.=:: -:-::::'.::-:. .. ·__ -~:~:~~~:~\is=r~;~:r~;~ ~t:f~;f\4t~L!~:fo: ···--~ ·-·-···· •·••··•-·· -··--·· ·--·---·--··' ...... -L. .. 55 10 i-----+-----l-----1-----+-----1-----1-----+-----l--,-. -. -_.-_-__ -+--._-_-... -'-. -,_-+---'---+---'--+-------l 5510 _:=J:..: __ 'I,• .... ,'• • ➔ •• ~ ·-·-... _ ....... --~----· • • • • ·-..... ' -· _,_..., ••• 5505 1---_ _:...:..__..+----+--. -. -. -.. -.-_--,J-._+--. -. -. -1 -. -_-,-.·+-----J----+---'---+------+-.-.----L,-,-_,-.,+-.,...-+---'---i----'-/.--,.C---,'~jL..,-/---,L.......j 5505 0 ~ -11 ··~·--··-1 .... ➔~-, ......... ·--l,, ·--........)..._, l--➔--1 ~ ........ , 1---5495 :------. ,>-Q-.. +-----l-----1-----+-----1------1-----'----i-----+---,,,.C.-!,/-.,.,C..~..:......+-_,.L--+-----l-----549 5 ~ .·.·:.2 .. ·: •. , ...... :::::,:.i ~ [ii ... I , , , , --·--, ••• ~ z 0 ~ 5490 > w .....I w . . ~· ...... -.. -.... .. , . I t• ;• 5485 •t. ,. tt .•. I ,I t', •. 5480 LEGE ND 0 2% AN ~UAt CHIINCt-,. FLOOD 1% AN"l UAL CHA NCE- rLOQO ]% AN'I UAL CliA NU flOOD 10% AN NUAl C·IANGI --------I LOOD ~~ S I Hl:AM Bl:.D 0 c noss sccr1 ,~:~ IOCArlON -------- 44 ,000 44 ,200 44 ,40 0 44 ,600 44,800 45,000 45 ,200 45,40 0 45,600 45 ,80 0 46,000 46 ,200 41::,4 00 46 :J OO STREAM DISTANCE IN FEET AB OliE CO NFLUEN CE W ITH BOX ELD ER CREEK Cl) w .....I u:: 0 Cl'. 0.. 0 0 0 .....I LL >-u z w (!) <( I-z w ::E w (!) <( z <( ~ >-u z w (!) a:: w ::E w ...J ~ w 0 w LL 0 0 I 0 ......1 ::::i <.'.) 0:::: <( w CD U) <( .w >-0:: I-<( z 0 ::::i w 8~ w f[ 0 0:: 0 I u <( ~ 0.. c!2 0 z <( ~ 10P I I I I I I I I I I I I I I I I I I I · GD I 0 200 400 60 0 800 1000 1200 1400 1600 1800 2000 STRE,\M DISTA NCE IN FEET ABOVE CO NFLUEN CE WITH SOU,H PLATTE RIVER ,. 5320 .. K ·:3 . . ' . 1 · " ... ...:_c.,. ,"//">1, 53 10 @ 5300 LEGE ND 0 2♦,o ANNUAL Cl iANCE rLOOO ----1 ¾ AN NUAL CH AN CI: rLOOD -----7o/a ANNUAi CliANCt ILOOO 10% ANNUAL CHA NCF --------I LOOD ~ S 11{1At-1L!I D 0 CROSS SECTION LOCATION 220 0 2400 2600 CJ) w .....J LL 0 0:: a. 0 0 0 .....J LL >-<..l z LU (!) <( I-z LU 2 LU (!) <( z <( ~ <..l z LU (!) CY LU 2 LU --' ~ LU 0 LU u.. ~ I..U llJ a:: u >-a:: 0 <.'.) aJ U) . <( OUJ ua:: -<( ~o Z llJ :=ii- Or? 00 llJ 0.... Oa:: IO <Cu O....z r?- <(~ ~ 11 P '. !1 '. . t. 5370 1-----+-----+-----f-------f--------i-----+----+----+---+---+---+---5370 : ; j: 5360 t-----t---·-·_-_·_·_-+_·_·_·_·_·_+----+·--•. _ '--+-----t------+---·-· _·_ •·-+ ·_ ----1----~---·-•--+-----+-·----{ 5360 .. • . • -• r .. . ' ·•· ... . ; . -.... 5350 _____ , .. t-----t---·-·_I_·+-----+-----+--+ ••. :.· .; • 0 ~ [ 5340 r=====:t====:::c::::./ _ _:.:_j_ __ ...:._.j__: __ _j_ ___ _j ·- .. lli ' . ------------_.,.....,. -+---..:.. ~ ~ ~:------/~ -=---~-]----~--------· g 5330 f---~..,~-1---,-1-----_--+ .... _-_-_-_-+---~1-----1 :'; --;--------_1 w I• ..J w - 53~0 1 ~ ----l----·-+-==-~==----=----+---'-1/'_'-'11 _1------~-I ~ . I 5350 ----___, 33 40 -~·· ······-1 -------------:-· 1~ 5330 5310 ·----.. ---· .. ----♦ --53 10 5300 ----~l-----~------+----+---1 ' ---+---------·------· 1----~---I I , , 'I. -~ 2600 2800 3000 3200 3400 360 0 380 0 4000 4200 4400 STREAM DISTANCE IN FEE l /\BOVE CO NrLu N E WITH SOUTH PLATTE RIVER 4600 LEGEND _______ 0 .' Atl,Mlf\l t HA~~1 1 flOOO __ _ _ 1"1o ANN UAI LltAM.:I flOOO _____ .'~ Al'.NUAI CIIAM I ,,ooo 10° ANNUAi CH/\r\,CI ---------II OOU ~ S lHIAMIII IJ 0 {~ROSS Sf CI IO N IOCAIION 4800 50 00 5200 Cl) w .J LL 0 0::: Cl. 0 0 0 .J u. ,_ u u.J (!) ,( \LI i11 (!) ,, ? :• ..: C] i11 (!) (Y UJ ::. w ~ w 0 w LL ~ w w 0::: u >-0::: 0 C) [Y) U) . <( Ow uo::: . <( I-z w :::it- 0~ Uo WCL Oo::: IO <Cu CL z ~- <(~ $ 12P I I I I I I I I I I I I I I I I I I I .. - ,. 5380 1-----~1-------+-----+-----t------+.-_-,-:-:-;-:_-_+------+-----+-----t----'---l-----f-----+--'-,-, -~ 3: w :s; ~ (D 5370 ,_____· . 3i · I ,.. • , 533 0 i-------+------,-----+------t-------,t----: --~-----+-+---+----- 5320 ,-- I I 53 10 I l 5200 5400 5600 I . I © ------+-------+-----+----->-------+----+-----+------f-----~-- 5800 64 ')0 6600 6800 7000 7200 STREAM DISTA/\i C lc IN FEE T ABO VE CO NFLU ENC E WI TH SOU TH PLATTE RIVER LEGEND _______ \l(oo'~NNl !AI !:l lAN c:t 1 •,. ANl'\UAL CtlA"I Cl I 1.000 _____ n: N•JNUi,\ CltAN C[ 11000 10%AN NUAL CH AN G( ILOOO ~~ SIHI AMlllO 0 7401) umsss1 t,;rni N tOCAIION 7800 CJ) w __J LL 0 a:: 11. 0 0 0 __J LL >-0 z U I ~ w w a:: u >-0::: 0 ('.) ro ;i! 0 (I) t,: u :5 c1i ►~ u:; I-0 ~ s ~ ~ 0 ~ ~ U O 0 W 0.. r5 0 a:: (!) I 8 ffi <( ~ 35 9;: 0 er. z ~ <( ~ IJJ 0 IJJ LL 13P . ' ; 5340 ~---- 5330 ; ~· 780 0 8000 8200 8400 I ' : 1 ·: . : I ' . • I . ' ' i ' i I,. ' .1 . ·• I I .. : j F :.:.: . : . .. T'.--:-7 I ...... 'I .... ,. LEGEND ------~'L~~~NNUAL CHANCF 1¼ ANWAL CHANCE rLOOD 7% ANNUAi CHA\ICL I LOO □ :~ I 'I <0 .. I' I I ·l I ii --L---- c1 j. . · .. ,;:J·· -~6~- .._ ____ _._ __ _ 10•/4ANNUAI CHA\ICE FLOOD STREAM BED CROSS SI-Cl 10"1 LOCAIIUN 8600 88 00 9000 !12 00 9400 9600 9800 1000G 10 200 STREAM OJ :H ANCE IN FEE T Aenv~ CO NFLU ENCE WITH SOUTH PLATTE RIVE'' 10400 CJ) UJ _j u::: 0 a: a. 0 0 0 _j LL >-u z w (!) <( I-z w ::;, w (!) <( z <( ::;, >-u z w (!) a:: w w -' ~ w D w u.. ci 0 :,::: w w 0::: 0 >-0::: 0 (.9 co en <t: w • a: >-< f--0 Zw ::> I- 0 ~ O o w o.. 0 a: I O <{ ~ CL -~~ <{ ::£. 14P I I I I I I I I I I I I I I I I I I I 5420 • ~ ••• ► 4 ·1-. ~-: . ~; ·~-: ~ ~:: ! .. ' 5400 r ' _:-_:-_.-:-:i_._--'7f------'--t----,-.++1'1iM'M'tt-----+---:=...«:.=-t------i--::--r==-+---'.::----t=::c..,---+--·-::·_,..,.·-·"'·==·+-:..---·....1.;-.:., -· --· -· 1-- •• -• : I o ~ ~ f-5390 w w LJ.. ~ z 0 j::: 5380 < > w ...J w 537 0 10400 10 600 10800 11000 11200 11400 11600 11800 120 00 12200 STREAM DI STAN CE IN FEET ABOVE CO NFLUENCE WITH SOUTH P LATTE ri lVER 1 '' l0 :. j . J LEGEND 0 ;i•,-AN I\UAI CMANCf:- rLO('lQ 12600 1~ 11.'iNUAL CHA NCE ru u 2% ANf~UA I CHAN Cl l"LOOO 10•19 A:-.NUAL (;HANCE fLOOD SIR£1.t.18EO CROSS SECl ,O N LOCl,TIO N 12800 1,:000 (,? w ..J U:: 0 0::: 0.. 0 0 0 ..J u. >-u z w {'.) <( >-z w ::i: w {'.) <( z <( ::i: >-u z w {'.) ex w ::i: w ~ w 0 w u. ci u ::.:: LU LU a: u >-a: 0 (!) co en < w .. 0::: >-< f--0 Z w ::J I- 0~ Uo LU o.. oo::: I O <( ~ 0.. -~~ <( ~ 15P . :~: -: : .. T::: ! , : . : -~-1-.. ~-•·_ ··-•-1··. - t • -~ i • . .... -· ----••• ___ _J ---------- -: : ~: •-:_-: :·: ::·::--:-:1 _____ .... --·---- ., I ··--··--.....• J ---j-·-1···-·---· .. . . . . . . ... . +-· +->-. . ·-. -·-. '.' -~-. ·-·t-••. . . - ..j., ....... ;-;-•;;l_!_!_!_.~.!_1!.i ~.:.! --!.tl.t i i t-.:__~: -~•.:_~• . _:~~-_:_:_:_:_ ----•--....-.,__ ,_ ______ -·-·-· . ---·-·--___ :-:___ -·-· ::: .. -=i:: ::=-~=r -·-····--·-· ••----.. ·······- 5440 r_---.-_-.-_-___ -_-_+-_-_::::.-. -, t------t-_-_-_-_-_-___ -t--1-+---_-_-_+-__ -_-1-_-_-_-__ -t--_-_-_.-_-_-_-_+----'-+_-__ --_-_.-.-:---.7~~r --:-1-,---t-----t-__ -_.-:~1_-i-~-:_·~~~,_,-t------1 --···-t-,•-·~---. . . ... -. -. ., -... --~ . .. -. ·-·-. -. . .... ---... :._tr_---·--··-_~:-:..:--:: -. ,. ·:-=-::~::j :_:-~::....... ~~~~I. ··---·1 i I . . . . : ! : I i . : ! : . . :J : : i;. I;:~;!~.: ' . . . . . l -.......... ·-. ! : : . : i : . '. i 5430 .---·---'_,_·_·+-----1-----,------t-----+-----+~----+----+-----,,...----+-----t-----t-----, __:~ _ _:_J__:, 1--·---I I"•'' '' ' ·• i .. i ! .• J •1 53 90 t-------------1-----t-------'l-----...,.1-.---1----------+-------+-----:---. -_-:-I::+--·--•-·_··__, 5380 ,-..... ' . ' 5370 ·i .,. . : ' . ' M •I 13000 13 200 13400 ··-. ~ -------------· . -i--- ' -~·: ;;~;: ~ ~ ' ' I· .. .. • • I • . I . N . . ! p ·-,. '..L ~ 13600 13800 14000 14 200 1t.400 14600 14800 STR EA M DISTAN CE IN FEET ABOVE CO NFL UENCE WITH SO UTH PLATTE RIVER 150('0 15 200 L[G[ND 0 2% ANNUAl CI\ANC[ I LOO D 1% ANNUAi CHANCF- rLOQD 7% I\Nt,,,UAL CHAt.CF- 1 LQO!) 10% ANNUAL CHANCE fLOOD CROSS SLC TI ON LOC AT IO N 15400 15600 (/) w ..J u: 0 0::: a.. 0 0 0 ..J LL >-u z w t'.l <( I-z "!! LU t'.l <( z <( :a: >-u z w t'.l a:: w :a: w ...., ~ w 0 w LL ::.::: w w 0:: u >-0:: 0 ~ Cl'.) ci cn u <( w • 0:: >-<( f-0 Zw ::::> I- 0 c2 U o w D.. 0 0:: 0 :r: (.) <( ~ CL 0 <( 0:: z <( ~ 16P I I I I I I I I I I I I I I I I I I I 1. 156 00 15800 16000 16 200 1l j 11 I,,· I : -I l IL 16400 1660 0 16800 17000 . _ _::, i' . ........... -·- ~: ~:;~.; ~ ~-: :_: : : : : : 1-'. : ! : . ; : : ... : I . : ! . I : . . •-• .• • • • . -· -__ I ..•• .... J, : · .. ! : 1 j. -1; I.:: .. :J ... ! 'J ·• • I ·::: :j; ' ·-' +-· : ••• +➔ ,_...;--· . I LE(,E'JD _______ 0 .>':'. AN NUAL CHANCL I I rA .. ; -------i1 l~O~tlAI CH AN CI 8 -7%ANN l/,\I CHP NCI n ooo 10'-ANNUAL CHANCt -·---nooo ~ S1HLM113LO A umsssccr10N V IOCATION --------- 17200 174 00 17 600 17BOO 18000 18200 STREAM DI.STAN CE IN FEET ABOVE CONFLUENCE WITH SOUTH PLATTE RIVER (/) UJ ..J u:: 0 0:: n. 0 0 0 ..J LL >-0 z w <.') <{ I- 2 ILi -:,; w <.') <{ z ~ >-u z w <.') ll:'. w :a: w -' ~ w 0 UJ LL c:i u ~ UJ UJ 0:::: u >-0:::: 0 ('.) a:i ;i, .,x: LU -lt'. >-< I-0 z"-' ::::) I- 0 ~ U o LU o.. on:: lo <( ~ 0... -~~ <( ~ 17P -·----•~------,-., 5480 t----·----<:>·rr~-·_·_·_·_·_+----t------·--_--+~~-~--· ___ ., ____ + ____ t---___ --+ ____ +--_---+----+-----,f------,,---1 I cE u . ~ ... ~i'lr ----. --. . § . . •. Z . Q ~ • I • : : ~ • I, : : @j a:: . · I I· -· · . 1 . : . ~ . 54 7C ,-.--'-'~-· ,........_ ' ffi . I!: I ~ u . I • i 5420 I 51, L I I ~ I 18200 18400 18600 18800 I c0 -~ ,: I 1_!1 __ 1~ @_1_i1J 190 00 192 00 19400 19600 ' ~ ---- 1980 0 I . . ! 20000 STREAM DI STANCE IN FEET ABOVE CO NFL UE NCE WITH SO UTH PLATTE R IVEi'<: _,__ ~ ~ I LEGEND 0 2 Ar>.NUAL CHAN C.C:. 110011 ----I ,-ANN U Ai l,Hf1N LL rLOOO -----l"to ANNUAi L H/1NU ILOOU 10 "/o ANNUAL CHAN CE --------fLOOO ~ ST fl [Al,I 8 [0 0 <.ROSS~£ CI ION tOCAIIO N c.: 2020 0 20 400 2060 0 20800 CJ) UJ ..J u:: 0 0:: a. 0 0 0 ..J LL >-u 33 r.'.) <( t-z ~ UJ r.'.) <( z <( "" >-u z UJ r.'.) Tl:'. UJ ::e LU _, ~ LU 0 UJ L.L ci u ~ w w 0::: 0 >--0::: 0 ('.) CD vi <( w -Cl'.'. >--<( 1---0 Z w ::::, I- O~ O o W Cl. 0 0'.'. :r:0 <( ~ Cl.. - ~ 0 z <( ::5. 18P I I I I I I r--. .,..I ,...I.-:-:-.--.-:----.--------.---;-.---.,-----.-----,-----,------.--------.----➔---.-,-• .,--._-~-➔-,-.-,-----,,----·- ··-···--1---r---,f.:.: ·: . ' --• I • • 4 • •-~• _:_:-_:: ! ---~ ..:Jj: ~_j_. : -· • r:··:: ! 1 ~ i_i__ UJ..: . i.; ~ ;_ J~: 5500 r---'----t------t-------t------,f--- -·. -----· --•·• -••I 5490 t------j------t-----t--7--- 5440 ri ---··--r----+-----+-----t------ 5'30 ~ ·l · I j ~J 1: ------· .. J· . l·: I, I ' 20800 21000 21200 21 40 0 216 00 21 800 22000 ··------ ~ : ! '' 22200 22400 226 00 ·-·J... . ! + • 1 • ,. I @ IO~. ANNUAL CltANC[ --------nooo ~srnLAM Bff 0 CROSS Sl::C l 10N LOCAT IO N 2280() 23 000 2320 0 23 400 STREAM DISTANCE IN FEET ABO VE CONFLUE NCE WITH SOUTH PLATTE RIVER Cl) LU _J u: 0 0:: a.. 0 0 0 _J u.. >-(.) z UJ (.') <( )-z w :a, w (.') <( z <( :;;;; >- (.) z UJ ;!) Cl:'. UJ ..,_ UJ ~ !.U 0 w LL ci u ~ w '.U (!'. u >-0::: 0 S2 CD en <( w • Cl'.'. >-<( 1-0 Zw ::::J I- 0~ U o w 0.. oo::: I O <( ~ o..- ~ 0 z <( ~ 19P I I - I I 55 20 1 1 I I 11 I I I 11 I -- I ' 5510 I I I I ' I 55 00 I I I I I ' .. I 0 I ~ ~ t:i 5490 ' -I I :, ' I I I -11 ' I w I .. LL I I ~ • I ,, I I I I I z + .. 0 i= 5480 ;;; . ' ' ·-I ' 11 I 111 rr\,I -++..:... .. I -I w ...J w ' I .. ' -1-,: .. I -.. 5470 I I J.. I--1-.. 11 +-.. I IT I I -C.! ~ T :j± + f-tt ,_ ,+µ I+ c.l.. t+ ·-I+. -L ---+ :t:"++ + + 1-r . I --546 0 ' ' -# I± I+ H ... H--..J..t, I H--1+ I+ 1--t + -+ F + rl--·+ + i-t+ + ,~ ,--If + ,-H-' --, -5450 + ---.. I-.t -· h + .. I -t'i ~:+ .. .. I 1:i.. 1-Hl+f 23400 23600 23800 24(10 0 24200 24400, 24 600 24800 25 000 25200 STREAM D"STANCE IN FEET ABOVE CONFLU ENC'I: WI TH SOUTH PLATTE RIVER I -.J ~ H ·r , I r_l- I , I I I I .. I I .. . .. !_ ;-t·t -i 1-Ht ' --~r-i'. rJ I 1 1 I 1-l- I I I T +· H-: I I .. J.. h- . .!- LEGEN D ·-----0.2% ANNUAL CHAN FLOOD CE ----· --1% AN NUAL CHANCE FLOO D -----2% ANN UAL CHANCE FLOOD 10% ANNUAL CHAN CE --------Fl.COO ~ STR EAM BED + 0 CROSS SECTION .. LOC ATIO N 25400 2560 0 25800 26 000 Cl) w _J u:: 0 a:: 11. 0 0 0 _J u.. ::,.:: LU LU 0:: u 1r: Cl (!) a:i 20P I I I I I I I I I I I I I I I I I . I I rt+ I I I 5540 I I 55 30 I I I 11 552 0 I a I > <( 6 I-5510 I I I I l1J l1J LL ~ z 0 ~ 5500 <( > I I 11 11 I I l1J ...I I l1J I 54 90 I I - L m+ H-- 5480 I I ::L I+ ' ==1= -W 54 70 r I r. 26 00 0 26 200 264 00 I I I - I I I I I I I 11 I 11 I I 11 I ~~ I I ~1-~tt T ,_1 '' '~ I I I I I ' I . ,,,, I .. -,._ '' I I I I I ··•· I I I I I I I I .. ' I ' I ' .. 7 ! I ---r '' I ,_,_, I I --f-I I H- H--.. I __LJ I --.. I ' I 'At --~ ::¢ 1::--1= .:j:: i H + t+ + ll .. It H-H-t J H ---l-_. 1+ .. I I -+ -+-µ_ :j: -t; H-'7 t-.. LE GEND --- I 0.2% AN tlUAL CHANCE ·-FLOOD 1 % ANNUAL CHANCE ---t ------FLOOD .. ---2"4 ANNUAL CHAN CE I I --FLOOD +-I 10% ANNUAL CHANCE .. ---------FLOOD J .. .. -i-.. ~ffi! STREAM BED .. -·· c) CROSS SECTIO N ---tH ~ LOCATION .. 2660 0 26800 27 000 272 00 274 00 276 00 278 00 28000 2820 0 28400 28 600 STREAM DISTAN CE IN FEET A BOVE CO NFLUENCE WITH SOUTH PLATTE RIVER Cl) lJ.J ...J u::: 0 ll'.'. c.. 0 0 0 ...J u.. ~ UJ UJ ~ 0 ~ 0 (9 a:i 21 P 0 > <! ~ I-w w u.. ~ z 0 ~ <! > w -' w 11 .. - ••· •· ~ t < 55 50 f------t-----+----t-----+-----+----t-----t-----+----+-----t-----,----+---,~::t.--l 5530 552 0 55 10 ,, t • . ,, '' .. - ..,-.:1·:_ :~~'· ~~l-~---:_:__1---...:..--1...:.._:_:_-:-.+....:.......:....:__+:_..:_: __ +_...'._-;,_·,;.·---t""· -----r ---i-.-=::::::----. • I --"-"_-+---· .:.. ....... :.:...::·.:..::,-:.....~_..::::::--: ·: . :; ~ _.:. .,__._ ----..----~ -~ ' . 1------t-----+------+------..-/ .. .., --~ ; ·• 1 • t I .• I!! (/) < w ._,_ 55 00 r-----j----··--t------t------1-----i-------i--,.-·----t------t------i------t------t-----j------1 5490 5480 -·-,----- ~ ~- 28600 26800 29 00 0 292 00 . -~ I• I I , I ----- 29400 29600 298 00 3000 0 30200 3040 0 LEGEN D C :-• AM~l f,l CH,\~C:E II fL OtJU ___ -· __ 1t 0 ANNUAl (;HAM.I noon J-l ~o~- 3060 0 308 00 7•,. ANN .JAL (.HAN CI fLOOO 109!1 ANNUA L C.HANCI: noon S IHEAt.~ BED CROS:; ~I (;HON LOCA!ltJ N i I -= 31 000 3120~ STR EAM DISTA NC E IN FE ET A BOVE CON FL UE NCE WITH SOUTH PLATTE R IVE R (/) w ...J u. 0 Cl'. CL 0 0 0 ...J LL >-u z w l'.l <( f--z '# w l'.l <( <( :;; >-u z w l'.l a::: UJ :;; UJ ~ UJ 0 UJ u. ci u ~ w w 0:::: u >-0:::: 0 (9 CI) vi <! w -er:: >-<! f-0 Z w ::J I- 0 <! uc:r:: 0 w a_ o c:r:: ::r: 8 c:(z n.. - <( 0 z a:: ~ <( 22 P I I I I I I I I I I I I I I I I I I I 5570 ~~~.Gt-·_: . _:-~_:-=:~:.--:-:_:_·_-___ :_·_·...,.._~----,-·--.. :-·--~: ~~ i ----·--·-· ·--~-. . . . . . -·---·-·. -:-:-. ·:~!::~.::·:: ~-:· :::: ···-·--· -+ --·--··-·--·· _:_: ~ : !.__:__:_:_ 1-:_ ; j_j_Ll_lj_L; . ! i ; : l j . I 1-. l-l ~_: _ .. _ __. •-• _ -~ ____ . -..... _,,_,____ --.. --,--··--••·--Ql • -• I •! '1 ~'. : : ;·l :-::; ··• . , 1' r=-: ' 5520 '--I I !>5 0 5500 '-----1-------· I L_ 'I ',, ·_J ~i 31200 31400 31 600 31800 '. •! : j . . ' ' ' j -•----· --- ·~ ·, ' 'It I I, . . ' 32000 3220 0 32 400 32600 328 00 33000 STREAM DISTA NCE IN FEET ABOVE CONFLUENC E WITH SOUTH PLATTE R IVER I. ' LEGEND _______ ~l26o~•t-.UALCltM,;C[ 33200 33 400 I~ AtlNUA1 CIIAN CI 11 000 ?".4 ANNUAL CHANCE 11 000 10% ANNUAL CHA NCE HOOD Sll~EAM BED c 1mss SfCTION I OCAllO N 3360 0 d 33800 Cf) w ..J LL 0 Cl:'. a. 0 0 0 ..J LL >-u z w (!J < >--z w :;; w (!J "" z < :;; >-u z w (!J Cl'. w :;; w .J ~ w D LJ L.. ci u ~ w w 0::: u >-0::: 0 c., co 'uJ <( w ~-~ zo ::i~ 8~ w 0. 0 0:: IO <{ ~ o..- <{ 0 0::: z <{ :!- 23 P 5600 ,------,-------,----,---,----,---,: ~~->: :_ '.j II ' . .. I : ]--: ~ " i: 559 0 1----1------,t----+----+-----+-:----+-·-· .-.-1 . . . . . . 5580 r----+----------+-----+-----+-----+ o > <{ ~ 1-556 0 w w u. z z 0 j. ~ 555 0 1=====1-~---i--~ w -' w 5530 5520 r---H l .. ·• 55 10 - 33800 34000 ~1200 34400 __J 34600 1: 34800 .L I -·r--- 1 • I 350 00 35200 35400 3560 0 STREAM DISTANCE IN FEE.; ABOVE CO N FLUENCE Wll H SO UTH PLATT E RIVER X ....I. LEGEND -------~(uu~I\.N UAL Clll'l"-CL 1 '" ANNJAI GHAN Cl ILOUD _____ 7•.,;,ANNi.JAI CH AN Cf:- 1 Ll100 10•1. ANNUAL CHANC[ --------ILOOD L 35800 36000 umss Sfc1io N \OCA ll()N 3620 0 36 400 (/) ~ w ..J w u::: w ct'. 0 u 0::: 0.. >- 0 ct'. 0 0 0 ~ ..J co LL >-u z w c::i ('.) en <( I-u <{ z w w -0:: 5 >-<( w f-0 ('.) Zw <( z :::> I- :!i 0 ~ >-Uo u w a. z oo:: w :r:o ('.) 0:: <( ~ w ;;, CL - w <( 0 ~ ct'. z w <( ~ 0 w lL 24 P 562 0 ----~----~----~--------~---~--- •• ·--J ' t=w~ ,-.----. ----. . . . . . . . -.... ' .. ~ o ~ ~ 5610 t-5580 w w lL ~ z 0 j::: <I: > u.J -' w 5570 5560 5550 55 40 553 0 : j i -1, ' I 36400 • • • • • . ' ••• ◄-.• ! ·-'.. . ...•.. ➔ ·I----~···•••--· -•--··-~---·· . ---• . -. . ·--· . --........ •·•--~ --... -· .. -.. -· ..... : • ~ j ! =: !_ I 1JJ?7 : ; j ! ; i ; ! l ·o · .. ·-. •<· _, ·-·O · .J . -...J O:: .1. - t· I. .•• I • - ; :·~ I '' 11 + '; 36600 36800 37 000 37200 374 00 I . ' . I ... ►- ' . , ! 37600 --··1 .... : . ; :: : ,·I:·: ...... ,-... . ..... --·-·-----. ·-----.... --. -·. ·- ....... ::. : . :_J : . : :_:: '.: ii" .. ,. . ' • I ' •! ' --·--- I ! '~~ I I LEG END 0 2'}9 ANNUAL Cl tANC( nooo lo/• ANN UAL CH,,NCf nooo -----;,o/c, ANN UAi Ct tANCI:: l lQr)D J ---------101'. ANNUAL CHAN CE H OQO ~ SlHEAM UED I '!' 0 CROSS Si Cl IO N \l_ I OCAT!ON -=- 3780 0 3800 0 382 00 38400 38600 38800 39000 STREAM DISTAMCE IN FEET A9OVE CONFLUE NCE WITH SOUTH PLATTE RIVER (/) w _J U:: 0 0:: D.. 0 0 0 _J LL >-u z LU t'.l <( f-z LU ::;; LU t'.l <( z <( ::;; >-u z LU t'.l oc LU ::;; LU _, ~ LU 0 LU u.. :::.::: w w Cl'.'. 0 >-Cl'.'. 0 C) Cl) ci U) 0 <( w ~~ I-0 Zw ::::, t- 0~ O o w a.. o o::: I O <( ~ 0.. - <( 0 Cl'.'. z <( ~ 25 P 56 30 .------1-----t-----+-----t-----+-----+----,_tt--------+------+----'----+-----+-----i -. . . . . -. -.. . . . ' ..... '' •• '' • ' • j ---·--·· . . . 5620 r---_-_._~_;_-,_-:=--T-_·-_· __ +-~·-:_:_i ;+----t--· ·_-_._._i_:_·-+-·-:_i ·_•_·•_!_:~t-·=·==·-~-""'-~-.---,_,,,·~---T--'-·_,,,,,.,.__~=- -···----· --·· :~~:-: :I~-_:_:~: : ~-1~~:. ;~;ii 5570 _ _:_ 5550 39 000 . : : : . ! 39200 39 400 39600 .. 'i -· 'I -~ '!' j[ ; i' _c 39800 AOOOO 40200 40400 40600 40800 STR EAM DI STA NCE IN FEE T AB OV E CO NF LUE NCE WITH SOU TH PLATT[ RIVER ,---~ . t ..... LE G[ND 0 =1% ANN UAL C ltA"-CL fl00[) ----1 ~♦ ANN UAL Ct!ANCE ltOOD -----;i,-AN NUAi CIIAN CE I LOO O 10% ANNUAL CHANG[ --------F\00 0 ~#W~ S IH[AM UE D 0 1:,noss Sl:.Cl IO N 'OCATION 41000 412(,0 41400 41600 Cl) ~ w _J IJJ LL IJJ 0:: 0 u 0:: Cl. >- D 0:: () 0 () ~ _J ID LL 26P o > <( ~ I-w w u.. ~ z 0 ~ <( > w ...J w 5660 I::::<~~= : ••• ~ .. I I • • -! t ...... +.. +. 5640 r----=.l...:....-t---;, ,-. _:..._-f--~-------t----....::::::.+-----jr---+---L,__---=t--::::::;.:.:4::::::=:-:.,;=-::::~;:::~==i:=--::::::-~,.:+..::....:,,~=t--~.:.-i ,. ' . 1: 5620 L. 1 • 56 10 5600 559 0 5580 1. 5570 1 41600 41800 42000 422 00 -~I' , , ; I !i: ·t· .•• 1 · l 1 I t: 4240 0 42600 42800 43000 43200 43400 STREAM DISTANCE IN FEE T ABOVE CO NFLU ENCE WITH SOUTH PLATTE R1VER LE GE ND _______ o ZJ-o~NN UAL CH AN CL I =----_ l! ~o~- 43600 43800 1•,, At>:N UAL CHANr:l rwno 1"1. ANN UAL GH AN CF ILOC1D 10-i. AN tlUAL ChANC!; noou SIRLAM BEt' CROSS SE:CT!O N LOCAflO N 44000 j 44200 (I) w _J LL 0 a'. 0.. 0 0 0 _J LL >-u z w (.!) <( I-z w :;';; UJ (.!) <( z ~ >-u z w (.!) a: w :;';; w _, ~ UJ D w LL ci u ::.:: LU LU a: u >-a: 0 ~ ii:i U) <( w >: a: f-<( zO ::) ~ 0 ~ U o LU CL 0 a: IO <( ~ Cl.. - <( 0 a: z <( ~ 27P ,hi ORD LNAN ENO. ::c/ SE IUES OF 20 10 BY AUT ll RITY OUNC IL BLLL NO . 34 INT RODU ED BY CO MEMB ER OL 0 CLL AN ORDI NANCE REPEALING TITI .E 16. CHAPT ER 4, "F LOOD l'LA I.N OVE R.L AY DISTRJ T" AN D R.E-ENACTLN J A EW TIT! E 16. Cl IAJ'TER 4, "FLOODPLAJN REGULAT IONS "; AN D AME DI.NG TITLE 16, 'I-IA l'TE R 11 , SECT ION 2, "DE FLN ITI N OF WORDS AND PHR ASES", OF TH E ENG LEWOOD MUNI !PAL CO DE 200 0. WHEREAS, The Fcdcrn l Emerge ncy Mana gement Age ncy (FEMA) map s special fl oo d haza rd areas across the co unt y wlu ch arc ca ll ed Floo d In suran ce Rate Map s (F IRM) arc th e ol'li cnl ma ps des ignatin g ri sk premium zo nes for fl oo d in suran ce purpr;;;cs; and WHEREAS , th e la st major rev ision to FIRM mnp s l'or th e Cit y of Englewood wa s in 1995. More th an tw o ye ar s ago the Co lorado Wllt er Co nse rvati on Boa rd ( WCB), in pl111nership with FEM A, be gu n a projec t to upd ate and di giti ze all FLRM s fo r Ara pah oe Co unt y. The project is nnw co mpl ete; llnd WHEREAS , Th e Cit y pa 11i cip ate s III the Na ti ona l Floo d lnsu, .. nee Progra m whi ch ev alu at es th e City's fl ood miti ga ti on poli cies and regu lation s and th e Ci ty's favora bl e ra tin g all ows citi ze ns wi th pr pert y withi n th e fl oo dp lllin to receive llpprox ima tcly n \e n perce nt (10 %) red uction in fl ood in suran ce premi um s; and WH EREAS, wit h th e ado pti on of new FlRM map s, FEMA is requiring updnt cs to th e Unified Dev elopm ent Co de 's fl oo dpl ain regu lati ons in ord er fc>r the Cit y to remain in th e National Fl oo d lnsurnncc Progra m and provid e th e di sco un ted pre mi11111 opti on for res ident s; NOW , Tl l EREFORE, BE IT ORDAJNE D BY T HE ITV COUNC IL OF THE CITY OF ENG LEWOOD, CO LORADO, AS FOLLOWS: Secti on l . The it y Council of th e Cit y of Eng lewoo d, Co lora do hereby authori zes repealing ~·itl c 16. hllp ter 4, ol't hc Englewood Mu nicipa l ode 2000 in its entir ety and re -e na cti ng .i new Tit le 16, Chapt er 4, to read as foll ows: Chnptcr 4 FLOODPLAIN REGULATI ONS I 6-1-1: Authority and Pnrnosc , ~·v A111 hori1v The icgi slnt urc 0( 1b c State ha s in 3 )-23-30 I c R s as ·,m ended, · " · -· · · · · .. · · nit s to ado ot rcuulation s defill:n cd to c of it s ci ti zenrvJ2y min imizing l Th e Qood hu zprd ar eas of theC jly are sub jec t lP perj oclic iuynda1j on which resu lt s in )gs• or life and Qll!ncrty, !1 cul\b and safe ty ha za rd s djsruptjon of co mmerce nnd uovcrnm cn tal ~erviccs cx.trn orclina rv mtbl i.x..£Z1,cnd i1Urc s for Goo d orotcctio u and 1 9 bi ,,.,_ ·•-,-........ , ... -,,, ........ , .. ,MU1t1 1W \11'11 ••11 11 v1 1ctl r ,vvu tl l bU l d llLU r-1uy 1ru11 II doe 1 not neoeasa nty lden hfy all area s su b1 e I 10 llood,ng , pan,o.ila rty lrom local drainage sources ot small si1.o . Tho commun ity map repository should be conS<J lted lor possl lll e upd al ed or addlllo nal load hazaid mlorma1 ,o n To obtain moro du 1aitod 1nlu1rnatl on m dt ,1~ ':'!"'''8 Bast Fl ood El uvat1 o ns (BF E 1) and/or tloodw1y1 havo boo n de l e1 1n11NI u rs m enco urag ec1 II') t"ll f\Sult the F lood Profil es and Floodway Oal a \11 1am, Sunmmry of Sti ltwater lovr.1\;011 ;:; IBDles con l iilned w it hin Ille Flood 1nsura 11 u, ~111e1y tr1S ) re por1 1ha1 accon,1mrncs th is FIRM , Usors shou ,d bo awar e rhal err s st,own on the flH M rep , scnl roundad wholo-too t elo var io ns Th ose Bl [.., ,1rn 111 1 nd od lor flood 1nswance ra llng pHrposes 01 t1 y a nd st\Ould no 1 oc, ut,rd as !ho sole sou rce of now e1e va1t011 lntorma1t o1, Accord 1ng!y , ll ood riI ,,v,111on dat;i pr esen10<1 In the HS repo rt sho uld be uli ll ,od Ill 001\JUll 11011 w1 tl l !ho F IHM lo , PUIPo S' S of oonstruclion and/or floodpla11 1 m1:1nagomon 1 Coas tal 8 11• Flood ::1ev1Hlo ns <J 10 ,•,11 011 ttu ~ llltlp J pp1y only 1amlwa 1d ol O O' Nor1 h America :, Vurh cal 01:1 1um it lf.188 (NAV tl BU) u s ers or 111 1s flRM should be aware !I m ! co aslnl ll oc 1d Pll'va1 1011 s ,uu al:,o p ro v,d ocl 111 tho Summary o, SHl!w olor lev at lont, IAb l o ,p ltl l' FtOO(I ltlSUli:lllf.C Sludy rt)por l for mi s ju 11 sd 1ct1on E101, 11011 s stl owr 1 111 11 ,. '1 L1111111ary 0 1 S t11tw-,,11P1 H vvat1om, tabl e sho uld be usod tor co nstn1ct10 11 an<I c , lloodpl.1 111 rn a11ag11 111e,11 purpose~ wll II lh e y ar high f Uian II IU eleva 11u 11 ",ll ,,11 ()11 lh 1~ f 1HM u oundm10 s ol me t1 oodwa y1 worn co111p1,1,1tl ,11 r;rm,~ sr-c:uon!) ,rncl 111 torpol,1tcl.l belWOOII CIOSS SOC1 ons rtie Uoo dwdy :, W• ,, h ,l'-flcf on ll ydr,\ulic IA)l1 ~{1('r,1 !10ns wI1t1 1 gmd to rcqwro mon l s of 1110 N,.11 1rn 1,1 1 • I11n d l11 ~wnr1c•• ruiq1rm1 I loorJway w•d111 $ m id o lllcr nor unon1 nonflway (t,11 .1 ,,, p111v 1at •<I in 1he I lond 111 ... u1.i r1ct• St11d y f(l !'IOl t '°' lht lllll S(l1C-J1 ('\ll fr1 1n 111 ,11 ()[1 8 llUI Ill ~1wr~.11 I tum! H,1,',1' I ••t i•,t~ 111,IV ll •• p mh•<1 ,•ll l)y tl OOCI outro l a t n 1r l uru1 lt,•I~, In '.·wt 11111 I 1,11111 I 1n 1+•1 1t11 n t,,i.,,,111 1,.., ol 111 0 I lnrH I l l\t,lHn t1 r•1 ~tud y r1 •111H 1 lrn tt' ,1 11 111rn 1 1111 ,i p, ,1 11 11tn1I ,!fu r tur 1•<, IOI 1111 , 1u11sd 11 ,t1un 111(• J)fOJOCU 0 11 u 5to tl 111 lllf• IH"f 11,11 11 111 , I 11 •1· 11 1,11 1•, 1; t Jn ,v11 h,1I l r,111-.vr •r<,1• Ml11t....ll01 (l!IM } 1 <11 10 t :\ 1110 h nnl0 11Htl rtHTum w,1-. tJ 1\!Hi.l (,1~'"'1 '1/lll <,ptu •101cl D 1!1 1•1c m l!S 111 tl,ll um ',pllt•H I I ,, I''' t1or ! o: LJ I r.11 /f th ", !J',l'd 11 th o p1olluc ho n of I IHM:,, trn 111 1,l l Mll Iu1 • 1 1 , 11, 111.t y ro-.1111 ,n -.11q 111 po-.1111111,11 d1 tt e 1m1ct•-. 111 m..i p 1t:n l l1 /f'.., 1, ,,1..,s 1111 1· 1 ,, ,, t,u1 111d,111 1••, ltu ... ,, ll1lll''l'n1 t " do 11 01 .,II •c l Um .I XA/1 ,ICY ol tt u ... f 11~r ... 1 I lo d 0 1 .. vu 1Ion~ m1 Hit.., r11,1 p ,1 1,• i t•H·H" , 1 t11 tti , N!Jf lll t.,r11,.11 t ,11 1 V1<11 1r~tl Odlu lll of 108U ll ::, 11,n1 t•li•v.11 11 1•I• 1 tw 1 1111i,.11!'d l u -.1111 1.ti ir r-,u\U g,ound ulcv,1l1 u11s rufrnurn Pd to 1111• •,, ,,, v11 r11r.11 I <t;Hu 111 I rn mfr irm,111 1~1 f{•o ar l1 111q r.o nvo,sion tm lWCCII 1'1 11 N 111 ,t •fl ll/llH V1•11L1 ,II l l,1 111!1 \ (11 1q,?C1 an d tilt! N or 1h AIH OII C.Jtl v,•1!11 ,II 11,111 1111 1 11m Vl",II 11,,, N,11 111 11,11 {,.•01 11 '11<' Surv ey wull :,1\(' ;11 tillµ //~•NM nqs 1111,1.1 11 . 1 Pll l,ll,I tl\1• t l.1 111 1n .1I C ,1•1)(IPl,c Surv nv n, til e lol1 01Jm1q ml rh•'"' NG~ lnl c1 1111,1110 n '1 P1 v1u1.., NOM NNG~I, Nf11 1011.i l I ,f'Ol1Ch r S l,l\lt'Y " 'MC. J 1t 1.111 12 l )l'l [a s: W P:,,l l l1q11w,1y ' S1l','t'I Sp mHJ Ml) 20 110 12Hl I o 001.1111 , 11rrrn11 l'l!•v;11 1or I 'lf':,r r11 ,11011 ,mr l .1!11111 11 111>1111 ,1111111 !r!1 henc h m arks bh 0 Wll Oil tlM, !11.tj) pln,1 ... ,1 fllll !,11 1 "" 1l1!1"l.J 1I0ll O:,c 1Vlrf'~ Or;:inr h o l ttw Na honal {~r>O<hJW S wwy ti (30 I ) 7 IJ 124 2 , or 111~11 11~ 1·n•h ·,1 ll.' at llllp //WWW 11(1 ~ I10 11.t fJ UV/ Baav 111 111) ,nlorrn .t ln·n s ll own nn 11 11•, ! HU\1 \', 1 1 <1 111dt'd lly 1h11 A1ap ;II H,r Cou n l y and C1 111•~ o l Awo1,1 ,111d I 1111 •I 011 ( i i~ d,1 pl•, ''" , ,01<l11 rn1P W"l1 \m us ,·tl trn p1ol1 111.urn1 QI OH' !11 q1l .'I! I ll ~M IS UIH \l!'IS cll I 1,11 1..,vt •r.._,, 1\1,,,, .1!11 1 /one 1'.IN ll!h •H'IIC•1<1 !r, !1 1t., Nor1h 1\1111 •110m 0,tt nr ll fl l \Cll\:I ,HI!! 111" C HS 1111,•rn1 d V1Jt•:-.11 •111 f h •m 1:_..p l11 •11• 11 11 ... 111 .1 11 re l!rr.1~ more rlcl,IIIPl l ,ll ltl Ill) tu I II• strer1 111 r.h ,'lrlrlO I c.0 11 !1y 11 ra 11o ns 111.i n ltln ',C Sil Wf1 )11 !hi' pr!'l/11"1% ! 1m .. 1 l·ll 11 11~ 11111 0.,(lldlUII lllu nuoupl,1111:_.. dl Hl II OO LIW,IV h lll a l 11:i ro 1r,u 1•,1•'tl ••rl l r(J II ! th,· PH'Vl(H I ... l IHM 111,1',' lld V(' h<'t'll nr11u ~lr \l 10 cunlorm lu llw::,1• 11t'W , 1•,•.1 11 1 d 1,11111cl c rn1 l14 111.11 1,m,., As ,1 tP•,11!1 l ll n rtou d P10111 c:::. ,111 (1 I lotHIW.1 ~ t 1,11 I l:ihll''-1ft tile I /(JOC I ltlS!Hd ll CC St11d y ,eport (wtu ct1 CO rl lMi.:. ,111m ont,l/1vt• /';,cJl,/l j//C 11,HJJ llldY ICIIPr.l ~11,'J lll rJ1,11111!.!I r.11 ::st,lllCC ", Iha \ 111!1f'I !!om wt i,11 , ... ,11 ,·,11 Ol i 111 1 ... tll,1p Corp or 11 l e llnuts :;i i wn cm l h1 <; llldJ) ,I I • 1, l'-,Cll l)ll ll H' h Dbl llal:t ava 1\ob1- fll 1he 11,110 o l p11bl1r:,1h un l\or,:11 1..,j• 1,:ti ,111<11 1.., ,111, 11 1 ,inm •,Ml 1on'> c1 1 l l o c111ncx a11 ons 11\dV tiav o (Jf;C Ul l tl tl allrn 11 11', rnap W,I', I u l 1h•,twd tnilp \l 'J CI shoultl c u nl ~1Ct .ipprn pnalP 11mn n1n,1y o lfi r:,al :, 1n vn 11!y I un_.,,, , oqmr,,1£' li mit lo c ,11100 ~ 1--'ll'.!SU IC ICI lo 1/iu !tOJl,Jl dh.:l v p1111 1t~d Maµ l n <.h .'11 IOI .JII UV l 'w'lf'W 11 I,ljl Ill llh' rounry !-.fl0Wll l9 lt lf' /,1y u1 1! o l 111,lp jl ,HHt l... ,w,111r11 ty 111 ,iJl l l'j)0 :-.1111,y ,ICl<lrt •~scs, dlld .1 I 1S,ft1 1n o l Cu1111 1ur1 11t(I ~ IH l)!I' O:Hll.JJI ll hl N ,ill0 1l d l I lood h,sw ,II H l' P1 og 1.1 111 rk1 tm, le,, l'ach co,n1n1111 1ly d " well r1, ,1 1,• 1 n q nl 111 0 p r1t1PI !, rn ; wlurJ1 r•,1 ch m111 111u111 1y 1~ localc•I Con\,1ct 11 1 FE MA Map Se rv i ce CP.1ll&r .1'' hllll 3~ • 1316 l or 1111!J1111.it10 11 on av,Jtl dl)I(' jt!Oflll ci. 1ISSOC1,1h)cl W1 1h ttu s l ·flf,1 Avd1lab lr p ro du r:r,; 111 ;,y 1n c h1l1r. p,rv,ou s1 y 1ssuo d _ollor!> ot ~1.1 p Cltdr 11 1• ,1 r lo ad 111 s,11r1n ce St11d y 1-cp o,1 il !Hl/0 1 d1g1 1.11 vc rSIOtl S n t 11 11 5 tllil\J I 111' 11 /,1/, ',ld p Sorvu,e Cc11lr1 111,1y ,IISO !JC 1c ~1t.,hc d by l·,111 di · UUO '.°l ')U l(fJ :mt1 11• .. ..i ,•,110 :11 nu p ltwww 111sc tenm r1ov, II VOll t1,1 vc (I UlJS II O rl S abo u t 1111 s ma11 (II 1111•-.h iJ ll b conr.f'lll ll l(I th •' N;ih t)IIJI flood lnsw anc,, P1oq ,ar n 1n qmw1a1 . pl o,1 -.,, 1~.,11 1 877 FE MA MA r t 1 f\77 :13U 102 r 1 0 1 Vl~II l hO f r MI\ VJ bS II L• ,JI hltp 1/ww w IPlll ,1 Jll V 'oo 105 000000 39 37 30 00' .\I{ \l ',\ll<H: C'O l vn I \I\( OIU'O H,\T E D \li t:.\~ ' IIHOIII I ZO NE X <'II' OI-E \(;1.t:\\ 0 0 1) IIH !\11 7~ ·,, If{ \I ' 11101•: ('()t Y I) I \ I \ ( OIO '111 {.I n: I> \ IH , I ., IIHIIIII I ZO N E X•. ,',l ll•P J 18S N E '0 1•"• E 02 oco , E n F=-"m~"i"°"~:---T --7f-·-,,--,-,,,;r---------,--,------rJ:.:0:.:IN:.:=.S.:.P~A:.:N.=E=.L.:..0.:.16:.:31 ___ 1 __ -c===i---·r -------------------,-------.';.'o~•~seo, so · ,\ f'J.st ", r• I I>[ h C ,\/1 HI ' I "II "'llt,11 V,t.111 ",r1 ,r .1 f'LP.t l ~ g 10 , •. , nrY OF ('ll l-:l{I{\ 1111 1.~\-II.I..\ ;1,: 39373ooo- ,, ~ 11 II HIIII 13 I C. ~ r, t. !.If , LF Ill\', Avt-..,(,1. .""=--""'"'""" ..... -~----''-'----ll"'uFc.sL"ll"."'fc,,,,._ __ _,.,,,,"e","""-F CI TY O F CH ERR Y HIL LS VILL AGE CITY OF GRE NW OOO VILLAGE ., 1, ;))-' f:\(;1.1-:\\ ()()I ) II HS ll 7~ , u ZO NE X :,/' I { ,J , .... 11{\I' . \I I \I \( (I Hl 'l)I< I 11 I) 11.~1111 11 .__t::l::==c--+-.::::·',.;.:••.:.· _......,;;...:;_ __ .:.!.::.~ C IT Y O F LITTLE TO N 08 001 7 ~ ~ 6 -----~~ ._ ___ _., "J--'----"'';..•' -1 ., ''.~I r 11l ••·1• ,.\'I I N .... ;g r----'----'---t;;,,,. --.L.,,,,,H""r •"•"''""b-"----1,,,,v"L~N"Uf~-.l_ __ _[ __ ~ _J N >I) " 0 ---~---:;;----g w L s: a. U) z 6 ..., I', ZO N E X /\IJ Hlllt I\ f,'.'f~UF ,.,f---''----"<',,:,lle,R'.f_,J:,_l<._,µ._-"".c· L,:'"',.,~L~ ·' ~ l " f-~ ( h I -, :1 =I r•1 ,,r e l.'.',\"'.I ,,•11',J! i. ., .:.. f r:t ,! J(}'_;,\, ,, I i ~,t,{)F !Al ,,. ,l ' ._ ,> ,"'' ,' ~ ~ ": ll.h Ar-,i - _/ i ...,,.: ,>-'-',.,_._,,,,....._ ... ' y r,,.-.r ' 4-.w 111 ~!_!_!,_I_I_I ! ! I l 14 j r,-. :.'IUF 1 z J s: a. (/) z 6 ..., l he 1-W. annua l chlnce f\ood {:0O-'t"-11' flood ), also know n as the bast f\ood, is tne ll0IXI tna t ha s a 1% chance of bctig equaled or exceeded 11 111v gNen YI•• The $pedal Floocf Hazan, Ar ea is the arta subject to nooong by the 1% illnu,1 chince flood , Nell of Special f lood Haz ard 00Lt.1e zones A, Af , AH, NJ, AR, A99 , V and VE. The 8Ue Flo od Ek!vabon fs th e wa ter ·surlacc elevation of the 1% &nnual chance flood . l ON E A ZONE AE ZONE A H ZONE AO ZONE AR ZON E A99 ZONE V ZON F VE No Base Floov atons dftemuned . Fb od d~pths c,f l to ) feet (usu al ~ Sheet ftow 01'1 Slop 'ng ltJfiln); <!Ver age d,pths letermmed , Fo r areas of allLNlal fan l'looding, ...elocilles also determ ined Speg al Flood -iazard Ar ea formerty Pf'Olccted from the 1 % annual ct.ance flood by d flood control system tha t was su bsequen ttr dect:rt1 fied . l0t1e AR 1nd c11es that the former flood control svstem is being festOl'l'd to proooe prote<ton rrom the 1% annua l chana or greitter llood Are a to be i::to tect'ed from I % annual chance f\ood by a Federal nood protea10n s ystem uniier constn.Jction ; no Base flood Bevations detmrn ned Coasta l flood tone vw11h 11clc:,rny hazard (wave action); no Base Fbod Elevat10ns c>etc m11ncd Coast.J I nooc1 tone wrth vclocrty ha @rd (wave aC110f1), Hase Flood Elevat10ns de ter m.n ed . FLOODWAY AREAS IN ZONE AE The f1ood 11Wcl\l ,s t he cha rml'! <1 stream pals anv o,O}ilctnt floodpMM aret1s tt,at must be kept fl ee of encroaehn l(.-n ! so I ldl th• I~ annUdl chance flood a n be carm!d withal.It . 1b'!itanM I Increo'IS1..., 1n nooo he,;i hu. D i ONF X CJ iO NC X ZONED c:;:J OTHtR FLOO D AR EAS Ar\!(IS OI O /'\, IH\flu !"I I llW1U! flood , IIJl?,l!i ol I~ ¥111Ull ance nood wItt , ave rcty(' 1'k.•11ttv., ut M'"'-u,,,n I foo l o, w11h drainage 11r ea, les,s ttvl n I "-IUct•r "'"'' -.,no .trc,1., o,olt'.11'0 bv It~ fr om I~ itn nu.tl chance nood OTHER AR EA S Ai e(h dc h•rmin~'I. lo bt: ou t~c me 0.2% annu al cNancc llooctplar, A.rel"'-1n 11,11,{.T'I nooo tlalitrd!i ,1·e undetc1m,nee1. bi.· oou b&e. CO ASTAL BARRIF R RESOURCES SYST EM (CB RS) AREAS OTHERWI SF ·qQT f CTED AREAS (OPAs) CA RS ,HCil"> ana O~As llrt' norm.'! I) locatl!d w1ttun 01 ct UJac en1 10 Special Flooo t-ta,ard .Alcas . ~t'IOd pta,n bO un dJ ry ................. -s ,J -- EL 91171 • oodw.t y bounelary lon e D bou rld af)" (all.Sand OPA bounclory [\)unddry d1v 1C1119 Soeoat FIOOO t1a Mr O Areas of diff ere nt Base flood Ele 11at l()f1':t, flood Dl,,ths Of f looa vclooucs . Base Flood EkNa t10n l,ne <1nd va lue, eleva 101 m feet • Kll'iC r1ooc1 E:le..,at ,on vc,lue wheu~ uniform w1th1n rone; e t.•• .. 1t ion in fee t• • ~efercr.cect lo the Nor th A.mcr ,can Vell'C.dl Ddturn of l ~88 (NAV O 88) ©------@ ®·······-@ 9 / Of )0 J2 2:!. 10 6000000 M DX 5510 • Ml 5 C-o ss !«ton hnc • ·,1n~'C I hne Geog1acM : COOf dm ates r!!l erenccd to the Nortn Am eu c.an Datum of 1983 (NAO !i]) I )0() mt:ll'f Un~e~l 1 rans..e:1St! M•:, :.lto, gno 100. zone 13 ~000-1001 911d t,c_k.,, New 't'o 1k S l ~le Plane coordinate 1,1s1em, e,1:.1 zone (FWSZOflt. 310 1), 1,an sverse Me,,c.at01 Bt!nch m.i rk (set! cxplJ n,>t1011 ,n Noles cu Use rs scct,on of r~,.,, f I.QM pa nel) v .. r'R P l)$l l 1l~1 I:', f.'d • , 1 ,.,al' Uer,(I~ ro11e~ 1 !it .-.,, 1,1 ar h•i,~. u ~--..:11VE C,\T[,~-11 ri n .,,I Dl f "),'>Q l t-..$,,;...:r .. ...:F H.;-; ,.,Ar ,:,.r11I 1 •'I • lff[C l Jl { ,\'E .o10 F Hf.V ti,(l'\1SJ !. 1 r4 ,~, i:-:.t~h Ma rct,4 1~::I Dt'CCrlllle t '\ 1.93 -.. g.,s, 1'3 1'.!\1:, ~=~:1F:~~.//1~:~:1~11 ~10 ur,<1,1t~• 11u p 10~·,at 1c. chJ1, 1e S pe :,:1 : tee, i HJ;.1 rci :,,eds an<1 1o a"gc ~or mmmunity m.1p re111s10n h..,tory pnor to countyw,ce mapping, refer to the Community MJp Hist ory U!l>I C IOCiltl>d 1n tht; Flood ln!.u1a ncl' Stut'ly report tor this 1u11sd 1C11on . 1 a d~1 er1111ne ,I fiood ns ,.•3,,, , .t \,1,1at,1t> ,,., !I "!> comrnw" ty corla~, ~our ,nsur.i nce .19t111t 0 1 C/111 th!! Nat,o,,a \ f oo c nsur,1r c u "1ori1,1m a 1 \ BOC-h J8 66~0 IIIA P SCA LE 1" = 500' 250 r ~o 150 150 FIRM t~m METERS JOO 04 5 1K FLOOD INSURANCE RATE MAP A R A PA HO E C O LN T Y , CO L ORA DO \~I> l ~CORPORA T E D A R E..\S PA NEL 451 OF 725 1SL[ MAP INDE X I OR flRM PANE i. LAYOU q CONTAINS ~l MM UNl ,Y NUMBER PAN E.!,_ filiEfil .:.1..:~t;i.,1'.!. ,~ti.' '.l!:lu01' (1-1!,1 !'.'fhf,f,L l"JIIC,:: &131' ,"}.:1~1 "L ~1lY 1 ◄,U 5 V•l.L •'Gf ',· Of OF:IOO U O<l~1 ,!, l,'oO,)l"'T,o~ oe:.~•,',I Od'.)1 ,-ti.Ft,1\'Q,JD V!LL.A GF CIT V 080 1':~ 04~1 • I .. ~ T•.Y'j C!TY O• 0M01 • Oo!S1 Nq hci, to Usl•1 lhti Map Numbu shown below shOuld be used when plaa ng map ordm s 1he Commun ity Number st1own ahlivc !!hould Dt! L4ed nn In surAn ce apphcaT!on t for th 1t ,ubtf)ci co11 1nunity MAP NUMB ER 08005C0451K This map Is for use In adrrinlSlering the Na11onal Flood Insurance Program It does no! neeessanly IOen hfy all area s subIec1 ro IIOodong , partoc::ularly from local c,-alnage sources of small s,ze The community map reposllory should be oonsulled for possible updated 01 add11,onal llood hazard onformalion To obl111n more detailed w,lorma t,on ,n r as where Bue Flood Elevations (BFEs) anc:1/or no0dwly1 have been delern1,11cd users are encouraged 10 consult Ille FIOod Prornes and FloO<IWay Dam and 'or Summary of S11llwa1er Eleva110ns tables con1aw,e<1 w1lh1n the Flooa Insur a,1c,, Study (FIS) report Iha! accompanies m,s FIRM users shOuld be aware 1na1 HI Es shown on the FIRM represen t rounded whole f?o l elevalions These HI I , are ,nlended for flood 11surance rating pu rposes only and should no1 llt-used as th e sole sour ce ol flood elevaloo n onformat,on A.:c01dtngly fl OOd ere vat,on data presented 111 the FIS report should be ul1hzed ,n co111unr 111,11 with the FIRM lo, purpo&es of oonslruchon and/or floodplain manag .,.,n, Coas11I Base Flood Ele wa1ions o,nown on lll,s map apply only landward 0 1 o o· Nonn Amencan ven,cal Da 1u111 ol 1988 (NAVO 88) users ol 1n,s r!RM should De aware lhal coaSlal fl oou cleva11ons are also p10vIded ,n Ille Summary ol St1Nwa 1er Eleva11ons tablP ,n Ille rlood lnsuran Study repor1 for this 1unsd1C11 on leva1 ,ons shown 111 ll1P Summary ol S11 llwa1cr Elevallons table should be used for constnichon tm J 1)1 fl oodplam managemen1 purposes when !hey are higher tha n the elevahon, ,11owi1 on 1h,s I IHl,1 Bou~da11es ol lhe lloodwa ys wNe compuh•1 I al cross sechons and 111tP1 pola1ed belween cro!:ts sec1tons The floodway~ w,•1,• bdsed on hydraulic cons1derahons with regard to re1uircmen1s 01 the Nahon ,1I I lood Insurance Prog,arn r loodway width s and other pen,nem noodway c1,11,1 .111• provide d 111 Ille r lood lnsurancP Study repon lor ·11Is 1unsdIcuon CP,1a1n area~ nol M"l Sp al r Iood tt.i, t1 1 fu11r1, 111,1v t.w prolflClf'f1 hy flood contro l 1truct urt 1 R,11t11 I n !it•t t11 11, • 4 I l oud !11 1111 1111011 IJP,l \lll"'" o l ttH"' f tnoa ln &tuanr {' Study 11•pon l or 111ti,1,11.1h n ur1 llc1t.r1 ,0111 101 ,1,w tuI •1 \ tor 1111.:.. 11m 't,1tcho ·1 I lle project ion llSCd Ill llH• pr11p,U rl!lt11 r1I 1111', 111,lp W,I', I JrH Vf'l ",tl 11,11\',Vi'I ",(• IA('IC,1101 (U lM) ,o,w I I 1111• II Orl/Oll1dl c1a1um "''" N/,lltt.1 1,I /~l'IHO ~lwro.d Dlftere11ccs 111 «1.1111111 ,pt1 ♦, ,1 p ru11•1 11 rin or u 1r .. 1 t llllP.., ,,,Pel 111 Ule proc1uc11on of r1RMs ror ,ut1 ,11 PIii 11111 111 1 .. ,n" m,1y rt ·'tt1II 111 ')l1qn1 f)(,,,1ion,11 chttcrenccs Ill ,nap ICJllHt'~ lu IQ'-.", JII h r,un tHIUIHi d rn·~ I IW thlfCIP.llf.L!, llo 1101 all Cl It, accu rarv Ill llli~ I 11!1,1 flood (•lCVdl lOm, on th,~ m .1µ .ti t ' ,,,1, •. , • ol Ill 11 11• Norlh Amr,1 111 vc111r..JI l)alurn o l 1988 lho~ ... lloo<l 1•lt •v.1llt11 '' 111,,c,1 fu • ~Olllpdfl'II to ~IIUl.hHU 111d ground clr-valions fl•l f'H•m ... ,J 111 011 1 • 11 111 • vertic al datum I rn 111l or111a1 0 11 rC'g:arding conv£'t'i10n hC'tw1 •1111 111,, N 1'1 C1>0d r11r VNllc dl Datu m o f 1979 and tl\c North ,\mc-rw.m V 1·1hr ,ll ll,n 1111 I 1')8H ,,...,11 lhi• Na11 011 .-tl GPod?ht S urVOy' Wf'bS1IP II hllp W\'/W ll(J'i llll,1,1 I v OI t Olllt1r.l U1t 1 N,1110 11.tl (}rodel11 S urvey a l 1hr follnwmq tlttfllt"~~ N S lnfor111a11 on ~crv1cc ::. NOAA N/NGS l2 Na11011JI ~odel1c Sll1'.lcy SS MC 3 #9202 131 5 I ,1st Wcsl ll1 ql1way S1lve1 Spll119, MD w · 10 3287 l o o bt:am u mcnl ,1lcvahon dr"•,n1p11w1 ,11 1,1 ,, lnr .. 11100 111to11 11ahon 101 benc h marks stlow n on 1t11::, 111ap ple,1c-,c , 1.1111,,, t II , h1lo11T1<1!1on Services Branch al the Nal 1on,1I Geodellc ~urvr>y ,11 iJOI) 713 3242, 01 v,s11 ,ts webs,1 ,11 llllp //www ngs nona gov/ Base map 1111ormaIIon shown on 111,s I 1m. ,, , 1•ov1de<1 IJy Ille l\1dpa 11oc Counly and c 11,es ol l\urora and I ,11101011 GIS <1c•p1•. 11 ,. r oor<JIna1c syst m usca lor produch on ol 1t1e d1yI lal ~IHM IS U111 veis,1I I i ,IIISVC1'1' , ,., ,1101 /one I JN ,el ,en ced 10 Ille No11h ,1\rnenc;m Oalum o f 19R'.l ,1r1d the l .,.,. •f1 1, pt1P1 0 1d W st('I11 tie,rnsphe,e This 11~1p /~fleets 11)()1-. dctt:1 1IPd ,1mJ llP h 1.11, s t rea m channel co 11f1gurat1ons ,. ,n lhOSO shown on the p,rv,ous f IIU,1 1111 1111 :-, Jllll d tCIIOJ\ lhc nood pla111s I lloodways thal woro h ,msh•11t•d 1111111 11,1' prtlviou ~ I ll~M may l1ave been adiust~d to conlo1111 to tt1 .. ~l' n Pw .111 1111 r h ,innf'I t·onhqu rat1011s A'ii a rcsu\1 111 nood rrolllf'S ,11 1-I I loork , '°1' t 1 11,1 l,I1JIC"s ,n Ille nood ln smance Study re port (\1/hJCfl contr1111s a11 11ton.'rlfP.,1' l1yd ,a u1tc da/t() may rellocl slrearn rJ.annPI 1IsIances th a l d 1Ur1 11 0111 wll,1I 1• ·,II nwn 0 11 \/us map Corporate limits sh own 011 1111:.; 111.ip 11, Di1SCCI on tt1r b st d.Jt::I avmlablr at tt•c 111110 ol pubhcaI10n UrCJusc d1,111q, ... 111,• to J nr 1rx,111011 s or ae n1111 c1Ca 11ons 111t1v 1i.1vr occuncd dlte, 1111~ 111.m \01.1 1•11 r11.sh e<• 111.ip 11~PI s stIo uld co11I11;1 11pp,opria1c coinm.-11111y offi o .ils ro v1•11rv i,11 ,•,1 1 co1por,11c-11111 ,1 IOC;Jllo m , l'lua~ fPl1 •r 10 u,c !-t•par.tlt'ly p11 nh1d Mrtp Inde x IOI i)II OVClvlCVI Ill.JP 01 I lle; U1Wlly ,11ow 111g 1/,,~ l.-Iyo11I 01 lllrljl pdllt •I , 111111l1Hlll y llldp f(•poS1I01 y dddlCSSeS dlld l l I 1:-.11119 o l ;om11111111 1!t•~ lc'IJ IC <1>111 t1111 n q Nc1llo 11JI I lood Insuran ce Prog, am C1dlPS lor f',;]Cll C Hlfllllmly ,IS wt.?11 ii\ I 11,111,u o l Ille p,lnPI\ o n whIdI f1ach ro1111nu1111y Is Ioca1e<1 Co ntdCI the FEMA Map Servi ce Cen1er 11 1 800 3~8 !,616 101 111!01111,1 11011 011 dVJllt lhlp prooaci~ Jl:,!>OOdled w1lh th1• I 11u .. 1 Av,11l c1blP p1 0Uu r 1:-, 1;1;Iy 111ch,dc prnv,011 ::,l v ,ss ,11 ct l c lte,s ol M.ip L h.1111 I•· r1 Hooe/ l11sur,111ce Stucly report and/or d1911at vc1 s10 11s o l 1111s m.1p flw 11 1.11' M,1p Sc1v100 Ce11tc1 111i::1y also be f(lad1ed by I ;t) al 1 ijQQ 358 96i'U .111(1 h wCb"-.II#"' at llll p 1/W\'/\'I/ msc l ema gov/ II you ha1J q uestions about tt11 s map ,1 quc~l 1ons conrcr111ng tile Na1 1onal llood IIISlllU II CI' l'rog, [1111 111 go ne, al pi p,"'. ,111 1 877 • FE MA MAP I I 8 7 / 33G 2G2 7) or VISII the r[ \A A w ebsite ,II llltp IIW'M"I I, '1 11,1 qov/ 10~ 01 ~i 50· E l9 l7'l0 00 _, "as--N "85 l ri N 5! , NOTE : MAP AREA SHOWN ON THISf'ANEL IS LOCA TEO WITHIN TOWN SH IP 5 SOUTH , RANGE 68 WEST. ,, \,•r,ufo /J,r, I i V ZONE X Cl I\ 01· I.I 11 1.1.10' 111!1 1111 7 1'1, ANNUAL CHANCE FLOOD DISCHARGE CONTAI NED IN C HANNEL I ( LIM ' O F DETAILED STUDY 1""""'~···:·d t Al?( OI0-41'\V'.:,N \ \/\~£ AVI.NU[ -- .\'m11I, P/uue Hi,,,,, \H \I' \IIO E C Oi \ I'\ l \l'\l'Ol{l'OI{.\ I El l \R E \!-. OHtltl l I I ~ ... ( I •.;, I /Jmim,,:nrnr H I <MIT OF ST UDY 1~, ANNUAL CH ANCE FLOOD DISCHARGE CONTAINED IN CHANNEL n !) 20 f 11 \ OF I.ITTU:TO\ 11Hlltll 7 ·--•1 (051 [.)) ZONEX 1% ANNUAL CHANCE FLOOD DISCHARGE CONTAINtO IN CHANNEL • H:I( -s 11u1 /r l'/1111,• Hi,w 1'/, ANNUAL CHANCE FLOOD DISCHARGE CON1AINED IN CH A NNEL JOINS PANEL O 144 16 O F I.II I U .10'\ 111111111 - ::? er, t,.•111·111 /,ilu 9 L Hlh ZONE X I PRDrlLE Bi,S[ L SE P., f . I :r a:, ~ "'I ' 7 \l 1111,.;l111 ,1,.,,,". r ,11l1 1,/ I ZONE X ZONE X 09 5342 ZONE X CIT \ OF E'\C I.E\\ 0 0 1> OX :'i ll ~ ZONE X ( ·11 \ OI-I 11 I I I ro , OHIIII I " ZONE X ; ~399 ZONE AE ,---~---,-----+--~~..;:.::....~hM:~1-....::.4_-a.: .. ::!•-a::" __ l..,:•:.:· L,_,:;.,U:,al_+----~C,.f---~+--1 IV Q Q ci COLll Vl lltHL auuur...GrON NORI/IL/IN S/1N I A ,-.L PAIU,OAD ZON E X \\ AULHIJHtJ A\/fNU[ ii' .,. ',lf\P\ I '.'."OU□ ., -., " .. (I •:, .'J Ii, ii t;•,I NVl 5! 0 ~ AfH30H ; f. I !;' "' l.Al I Y Pl .\L I t Al I Y PLALL -· ~ f-' :;; .f Q l l LL 'T :,~I fh.,I X X l! /.i11/c1 ( ·m•h " lAl l , ,. ::: .flt E BASE l NE " •sr,.,'£ E°fv4 llf 111.Jf:. ~ ~-~~ -w .Jo: ~-."' n ,· .... c. vV I AK E PLACE ;, f Ul li 21 \\I ,. I H A,;['IUL I\ SI U PPI HD .. J> ZONE X < :r < A\;E_'. ( " \\ P ,\RKttlt l A\ [M.1f " T fll H.)11. BOUI f\ ,\Hf) CIT\ OF 111 ru:rn , 111!1111 17 I\Vl /\UC I I ! I .;.vu. ,v I\-• • f A l A,'ff,,lJf ZONE AE 39 3/lO 00 :;; ~ _, w z it (/) z 6 -, -SPECIAL FLOOO HAZARD AREAS (SfHAs) SUBJECT INUNDATION BY TH E I% ANNUAL CHANCE FLOOO The !'Ml 1nnual tlllnct llood (1 00.year !'rood ), aoo known as lilt bl5e flood, ii !he llood Illa! has a !'Ml cllance cl being t!Qualed or e,ceeded ., ony giYel ye.-. The Splldal Flood H"""1l Alta is 1'1t ar,a subject to flooding by tt,e l'Mt aMual c11anc:e llood . Are• of Speoal flood Harord r,d ud• Zones 1', AE., AH , NJ, AR, A99, V and VE. Thi! Bite Flood Elevation~,,,. water-surface •lfvato, of !ht. 1'MI onnull chance lloocl. ZONE A No Base Flood [leva1Jor1S dl!ll!ffllined . ZONE AE S.,s, Flood Ele\alions de\""'ined, ZO NE AH Flood d<l)ths cl I to ) feet (U5'1111y a~, o1 ponding ), 11aSe Flood Elevat10ns detuminecs . ZONE AO ZONE AR ZONE A99 lONE V lONE VE - Flood deptlls of I 10 l feet (usull ly sheet !low on slopng tsroln); average dep1hs delerm"ed Fo, a1'!as of aluv\a l fan floodin<J, velce/lieS also determined Specia l f lood Ha,.,d lvea lnrmerly protl'cted rrom 100 I 'Ml an.-.ial chance flocxl by a flocxl con\Jlll svstcm tllat was 9Jllsfquently decert,f.-d. Zcne AR 1110cate, thal the forme, l1ood control system is belflll restoreG lo P<OV1de protl'ct,on !rum tile 1 ~ annual cnanc:e or 1reater fk>od An!• to Ix: P<Oll'ctal from I 'Ii, annual Chance flood by a Fed..-al flood protet110n system undef construcuon, no Base Flood Elevation s determll'leO Coastal llood ,orie w,lh ""locrty harara (waYI! .x11on); no Base Flood Ell'Vahons determined . Coas1al nooo zone wd'l vctocty ha,ard (wave acton); Base Fk>od t:~,at:ions Otte rmned FLOODWAY AREAS I N ZONE AE I he floodwav •s thft channel o f a st ream p\Js •nv ad>acent f\oodPk)fn areas that mu!tt be kepi trc,c of enoo.KhrTX'f'll s.o that the I % annual chancr flood can be camed without !iJOS1a nllal ,noeases 1n t\.,oo hc(Jhts /QNE X CJ ZON[ X ZONED OTHER FLOOD AREAS Alcas of O }"'-o annual 01dnle flood , /\I£'&S ot 1% M nual ch•nce Hood w1th CWClilQ(' dCl)lhS of ~"\!t than I foot 0 1 Wltn OUlni\gc tlrClt§ ICSS than I !.Qua,c ·"1lr and area~ ~Oll'Ctrd by lt•vccs fr om l'tb annual chance Oood OTH ER AREAS Neas delcrm,n>d t o be outs.cle the O ]Oto clflnual chance f ~lal'\ Areas 1n wn•ct flood ha1ards are undeterm,ned, but poss,ble COASTA L BARRJ ER RESO URCE'S SYSTEM (CBRS) AREAS OTHERWl~F PROTECTED AREAS (OPAs) CBRS d tCa!. and OPAs dlC n onna lly located Wllhr\ Of adJOCen, to Speoat Flood Hatard Areas . ................. -s ,3 ~ 1EL 98~, I loodplain boundar,,• Floodway boundary /ooc D bountlal)' CBRS and OPA boundcHy Boun<tary d1..,ding Spcc,a l flood tta,a,d Areas or different Base Flood t levat1ons, flood dePths or flood ""loclJes. Base Flood Elevation hne ano value ; elcvatoo In feet • Base f-lood Elevation ... a~e where umrorm w1tnm zone; ek.">Vallon m rcct • • Referenced to the North Amorun Vertocal Datum cl 1988 (NAVO 88) 0-----@ ®······--@ 97 07 JO J.' J?:JO 6 000000 M IJX55 10 0 Ml 5 Cro55 sect on hne I ran sect lr 1e Geographl( mo1d1nates rcl rrCl'CCd to the North Amcncan Da tum ol l 98J (NAD 83 ) I 000-metcr Umvc~1 I ram.verse Mc rc.ator god t,cic..s , ,one t3 ~000-loot g11d tic ks: New York Stat e Plane mordinate system, cast rone (Flf>S/ONE 3 10 1 ), I rans~rsc Mercator Ucnch mart.: (sec cxµlana uon 111 Noles ro Use rs section or th,s f JIU1 panel) M.\l'RH'OSI IOR ES Relt> IC ti.11 Rt!poS1IOrl(!$ 1151 en Map lnae , t ! It TIV! DA I f Of CO VNl" A IDI r L0011 IJSUR,!,NC[ ~;.1 [ M t..l' ,~pr,I 1 . 198•1 F-t f 11\·t [;. 1l !,1 OF Pl VtS•"'N1$1 TO TH IS l"'.!i flE I Ma rc, 4 1~0<f1 Ur-rt!ri1bL•r 1 1'\~ .:..19 ,.,, 1(, 1qqi, Oeceml)l!r 1 7 10 10 10 utiU,Ht! m ap tom1J1 io ct1 J r1~e '·,pc•r1a1 rioolJ HaliHd Ar a s and 10 ch.tnge Base flood [lc 11a1to ns I-Of mmmumty map re111,10n h,story pnor to countyw1dc mapl)lng, refer t o t he C.Ommunrty Map Hi story table loca led 11'1 1tw Hood ln.su,ancc S1udy report for th,s Jur1sdld.1on l o de1erm111e ,r flood ,11~1,1 ! te 1s a .. .i,t~bh: 111 th,, co mmunity con1 ac1 your ,ns ura nce agen1 o, ca I 1he Na11on,1 11, o 1 nsu r,1, ce P 1091 am at , 800· t,38 66:!0 250 '150 ,. :JlF ~ _; I I I @:: I 11.r -~ ~ ~ 2) @2) ~ = @ ~ d ~ d ~ © MAP SCALE 1" = 500' 0 500 ,oro FEET ME TERS :,.')() 150 PANEL 0432K FIRM F'.00D IN SURANCE RATE MAP \RAP AHOE COUNTY, COLORA DO \~DI CORPORATED AREAS PANEL 432 OF 725 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAI NS COMMUN ITY ~ PANEL .fil1Efil ARAfJ At ..,E.COU\T V 06001 1 Ol.UMB,t-,E V ALLL V TOWN Of 080014 E LC'/,00:'I CI TV OF 085074 L11TLEf0'1 CIIYO~ 060017 043> 043> 043> 0431 Notice lo User The Ma p Numbe r shown below shoukj be 11sed when p:aang map ord ers, lhe Community Number shown abave :1houk1 be used on Insurance applcations for the suqact COfTYTIU06l'f MAP NUMBER 08005C0432K Thia map Is for use in administenng lhe National Flood Insurance Program It does not necesaarily idenlily au areas su b1ect lo flooding , part,wlarty lrom ioca l drainage sources ol small 51ze The community map repository should be a,nsu~ed lor possible updaIea or add11,onaI fl ood hazard Informa I1on To oblain more delailed information ,n aroas wh ere Baoe Flood Elevation, (BFEs) and/or floodw1y• have been deI eri111ned , use rs are encou ra ged lo consul! tile FIOOd Profdes and Floodway Oa la a11 d/or Summary ol Sllllwaler ElevaI1ons tables co111a1ned wllh ln Iha FIOOd lnsu, ,1nce Study (FI S) reporl lhal accompanies :~Is FIRM . Users Should be aware lhdl BFEs shown on ine FIRM r epresent rounded who!e-loot elevallons Thes !ll !:s are 1nlended for llood insuran ce rating purposes on ly and should noI be used as Jhe sole source of llood elevallon information AccordIngIy, llood levahon dala presenled ,n l he FI S report shOuld be uilhzed In con1u ncI,011 with lhe FI RM lor purposes ol consIruct1on and/or tloodpta,n managemc11I • Co11t1I Base Flood Elevations sl>Own on lh,s map apply only landwa,d ol O O' North American Verti ca l Dalulll ol 1988 (NAV O 88 ) Use,s of lh,s FIRM Should be aware IhaI coastal 11«,11 eIeva 1,ons are also pro 11ded 111 lhe Summary of s 11nwater Ele vahons ta OIP 111 Iho nood Insuran ce Study report for 1111s Iunsd1ct1on leval 1ons st1own "' the Su,rn na,y ot St11twa1er Eteva11011 s luble should be used for constru cllon ,111cllor fl ooctpl a,n managemenl Pl" poses wh en lhey are higher lha n lhe etevaI,on, ~t,own 011 111,s Hl~M Oou ndanes ot lhe floodways were co111puIea al cro ss sc cIIons ariJ In 1erpota Iect belween cross sechon s n ,,oodway, wrIe based 011 llyct,aut,c consI dera11on s w1 l h 1egard lo re~u11 eme11Is of l hc NJl11111.1I I lood In surance P1og1a111 r tomJway w,dl hs and 01h01 pcninent fl oooway , •. ,1,1 are provided 111 l he Flood Insurance Sludy report lor thi s I11nsd1cl1on Ceno,n meas 1101 111 Speaal rIooa 11.11 ,11 ,1 A,cas may Il e protccled by flood control structurn s. l~el cr 10 SccI11,11 I 4 .. , toed PI0IrcI,on Measwcs" ot tt10 Flood lnsura11 ce S ludy 1c por1 fl" w t1m11at1011 on fl ood co11 11ol sl ru ctu,cs for 1111s Iunsd1cI,o,, lh pro,oc t1 011 usrd 111 1hr pt(lp,11 ,11 11 111 111 llus mnp w.1:, U111v~•~.1l J1a n s v(lfSC M 1caI 01 (UTMt t one 1:1 I he honr on l al datum Yl NAI Ill.I (;11:, 1980 spt1 r ro1d Diffororr.cs 1r, rt,nwn spr 1,·1 1111 prnjf1L1 1011 01 U I M ,ones u~m, 1n 111,_. p1 oduc.1ton o f I ll~M:, tu, i1<lJ ,1r.u111 111r1•,,1u 11011.., 111,1v rnsu lt 111 ',ll(Jtll po~ll lO 'lill d1fl orcnc o s u1 rn ,1p l{Mlurr, ,1c 1os~ 1111,•,d 1,.11011 ho u11 tld 11••:, rt,P ~L' rht lt•rerH.Ps do 1101 ,1llecl Ille dCO llolCy ol "'" 1 JIU.I f IOOCI cle va11o n s 011 IIIIC, lfl,lp ,llf' lf"l'lt·flr t "tl lo ltlP Nortt1 A1ur111r..cm Vcr11c,1I Da1w n 0 1 1088 l h SC llooo P l(.1"Vt lll411l', 11\ll~I OB c1-111pa,ccJ 10 ~lllll.llll e ,llld g,o und l"lovutmns rclcrnn o•d lo lht• ~ .. 11110 von1c al da1um. I or mt ormauon regarding c or1 vc r:-.1011 bol wcc11 tt1c N 11 1un,,I GcodNH Vr-rl 1cal Dalulll or 1929 a nd lhc N otth Arne11can Vert1c~l l D,11t 11r ot l[IBB v1-;1! rh c N a11onal Geodetic Si1nmy wcbs 11c :u flllp ffwv/rN r,r,c. no n.i q 1v or rnnl H<:I ltm N r1110 11al Geo dcl 1c Survey al 1110 I011ow11Iq ,1CldIrs~ NGS lnl or 111a11011 S (l1V1C ,P ~ NOM N/NGS l 7 Nt1l10 11al fi.t10clf'IIIC -i lffVCy SSMC 3 #9202 t3 I S lasI Wes tll gllway S,t,or Sp11n g MIJ iO'll u 3 ll2 l o obta11l ainc11 I f'lc v,1 110 11 rlc.scr,pllon .11 I.I rn loca11 011 1nfo ,111d1to11 lo, b ench marks sh own on lh1s rnap. pi cas(' conlct• t11p lnlo1ma11on SPrvices l11an ch ot the NaI,011aI Gr octet,,; Survr y ,II (301) 7 13-3242 , 01 vi s,I ,I s we1,s,Ie di llllp //w ww ng s 11oaa qov/ Base map ,n l o rm ahon sh o wn 0 11 u m~ rl Rt.1 w ,1~ p1ov1dod by lho Arapahoe Counly and Cities o t Aur o ra a nd I 1Hlelo 11 GIS d Pph lhe coo 1d1na le sy sl cm u sed l o, p roduc ,,;,11 ol lh d1g 1tal HHM IS U /11\IOl ?:ull I 1c1n~ve1 -..,· t.1,•,r ator . Lon e 1.1N relPl f"l1CPd I l h e Nonh Amc nca 11 Oa111 111 01 19!1 3 .1110 the l ,P .., Im spllero,o. wes1c111 11c 111,spt1c1c 111,s map, llecIs 1110,e deIa ,tcd and uµ ,,, ,111r s1rcam chan11 el c o11figura1ions lhdll lhosc shown 011 Ille pIcvI 011 s f 11 <1.1 '"' IIIIS I11 11 sd1c11011 Ilic ll oodpla111 s and llood ways lh J! wore hant,I 011 od 11 11 111 tho p1 c v10 l JS r!HM may have been ad1usl ed l o r.on lo nn lo l he sc n ew ,,11"~u11 channel conflq w a l 1ons A s a , sull tho Hood P,olltc , Jnd Hoocki.ty llnla I,1bl es m th e Flood In surance Study report (wll,ch contam s aulf1onr,11,vr1 llyrtraul,c d ata, may r fi r.c l strec1m C'J \r\1111 I d1 Sltin c cs lh/ll d1lfrr IIOlll wh.il 1•~ ,,11o wn Oil 11\IS 111,1µ Cor po rate limits st10w 11 on t h is 1· . ,111 • ba:-.ed on the besl d ata ava,l able at l hc lime ol pubhcatiou Oec.a usc d1r1nq,,.., due lo dnnexations or de annexation s 111n y 11nv o OC.C lll l Od .11lur lh,s 111,lp \V,I ... p1 1bllshr.d rnrt p ll~Pr S sh o uld r.ontacl app,opr 1:n c COltUlllfHly o tl1r.i r1ls 10 ve 11r .... , 11111..!III COIJJ Ul .tlC 1111111 lo a1 1011 s Pl ease rel e1 l o the seµ,11,rl Ply p1111 1ed Map Index IOf a11 oveIvIcw ma p of lhe r.our1ty s ho w ing lhe layout o l map µdn,•b , 0 111111wuly 111a p rcpos,lory addressP.s and a I 1sflng o f Co 111m 11111ltfl S l .iblc co111.1111111g Nr1t1onal I lood II uranc" Program dal es 10 1 each co11 11n1111ty .I!,-, w ell ,1-.. ,1 110:.11119 of th e panels o n w lllcil cacti COlll111lHll1y IS localed Co nIacI ll1e FE MA Map Servi Co 111 or .,1 I BOO :158 96 10 fo, ,nfor111a I,on on Jvd1lablc produ d s associ ated w1 lh 1111-.. I H~M Available products rnay in clude prn v,o usry 1ss11cd I e 1ters ot M;:ip L hi1r 1e 1,· c:1 Flood 111 sura r1ce Study report a11dl o1 dI gIIaI vcrsons 01 1111 s map nw t I 1,111 M.tp Servi ce Ccn Ie1 may atso be 1ead1cct by r ~x al I 800 358 962 0 "'"' ,1, WC'll II C al llllp //WWW IIISC lc 111a gov/ If you hav e questio n s abo ut th is m a p or quushons co11ccr111ng lhc N a honal Flood In suran ce Prog ram 111 senora!, plea,,·, o1II 1. 877 • FEMA MAP ( I 877 336-2627) 01 VI SII lhe F[MA w ebsite al l1llp //ww,, l.•11 I,1 gov/ '95ooom E '9500<l~ E '97'"°"' E ,os o3 ,5oo JEFFERSON CO UNTY JO INS PANEL 01 43 105 o r 52 50" 39 3nooo ,--------------·---------->T.l > ____ ....,:T~Oa!..W~N~O~F~B~O~W~M~Ac!.R.!...---------~::;.:;,;::;:_~.!!:.!~~---,--·---r----,,----.:,,-----cr------,------,----,-.:..::;..; 39 37'3000' ..J w z ii (/) z 5 .., >> 07 1--'~·· _ __.,nt'lf\f\V 'A .. I C ITYOF!ll•:.~(;L (,:\\~\)()() ~,~ 08 t., :,117~ O O B t11 EVIEW AVENUE CI TY OF. ENGLEWOO D a: a: CITY OF LI T 1 L':: fO N a: >-<( ,_ ::;; s s 00 u 1m iii ------__J (, TOWN OF BOW MAR / (AREA NOT INCLUDED) \ \ ~-- ~r-------_ -\ ~---t \ su'•'~' ~ Upper Tule Lake \ ~... ., ~ ~~-j ~()"""~ =----...,Dflrt,(' '---. ( --.... ..... ~ .. (v "'' (l .., w > 2 ,: " 0 C ,. ~ ') ;: ,: w ~ 0 :z: " r: ~ ii ~ vi > ~ &~ l'. ' "'" :; ·' ~ '.;; 8 ~ ~ C g o " 0 0 0 ,- 1 "' \ CITY OF LITTLETON \ 080017 1 NOTE: MAP AREA SHOWN O N THI S PANEL IS \OCATED WITH IN TOWNSHIP 6 SOUTH.I RANGE 68 WEST AND TOWNS HIP 5 SOUTH, RANGE 69 WEST. AE5256 X (J \IUl'.\lltH: COi :\TY I \l'iCOHl'OI{ \ I Ell .\l{E.-\S / 0110111 I § g t ?11 ;; u:.11, 17 "' ;: oo~·'-"'? ~ t---'---+--L--__JL.__-l.----7 ----....... --,---t-'----r::,...._,_-----,--------+--...l,----'1, PROFILE BASlc LI Nlc / ZONE X PRO , II i. B,\S[ LI NE I ~I s a, a:, ~ ~ :,; "' > j C) "' :/. ;! ~ ': :;; il <.) •n ., :; ► ;;: ~ 0 u ~ ~ ~ "' "' t.') () :i: 7 ,u ,:; nl"' l1:· ~~ z l ~ 0 ., ,_ ,_ w :J ..J 0 ,_ u '= w ..J 0 u.. J: 0 <( >-r.. ,_ <t -C'.'. u <( I r.,. ttH,SI I US H l ZON E AE ~ ~ " ~ " u 0 , ro 0 (' ., .. \t NI - ~/\M 1 I ;' ,, ~ M :. J I I I ( § .: ~ 8 TOW:\ O F C Ol.l \I Bl'iE \ \1.1.U 111!001~ ZON E AE '5 /\LI ., "' 39 35 3750 tr a: '-;-:-:----------------==---------'------------/1_-1._ N M ., 0 ..J w z <t (l (/) z Q 39 35'37 50" -SPECIAL A.000 HAZARD AREAS (SFHAs) SUBJECT INUNDATION BY THE 1% ANNUAL Cl-lANCE FLOOO The I'll. annual clia!-.:e llood (100-year llood), al<o known as !hi! base flood, i1 Ille llaoCI that has a I 'lo chana. ol being equaled or exceeded in any given ve•. Till• Spedll Fbocl ttaza<d Alea ,s Ille area subject 10 llood119 by lhe I'll. annual clllno, flood, ..,.. d Special Flood Hazard l'lClcde Zones A, AE, AH, NJ, AR, A99, V and VI'. rho Bue Flood Elevation Is lhe water-sulfaa, elevallon or lhe l'II. annual chance flood . ZONE A ZONE AE ZONE AH ZONE AO ZONE AR ZONE A99 ZO NE V ZONE VE - No 8-Flood Elevations detrm>lned . Ba!l! FIOOd t tevations determined. Flood dei>lhs d I to 3 feet (u!llally areas of por,ding); ease Elevat,ons detem>ined. Flood depths or 1 to 3 feet (usually Sheet now on uipng temin); overage depths delermlned. For areas of al uviol fo,. llooding, ..elocilies also oeterm ined. Speoal Flood Hazard Alea formerly protected fiom chance flood by a flood control system lhal was !llbseQUently decertified. Zone AR indk.ates that the former !'.uOCi control Sysle'TI being restored to provtde protection from the 1 ~ ann~I dlctnre or gr~ate, flood Area 10 oc PIOtl'Cted from I% aMual chan.:e flood by a Federal flood prot~ction system under construction; no Base Flood E'evatlons determined Coastal nood ,one with \lelocity ha1ard (wave action); no Base Elevauors dctcrm111ed. Coastal flood zone with vekxity haza rd (wave act10n); Base ~.1evat10ns determined FLOODWAY AREAS IN ZONE AE 1 he floodway 1s the channel of a stream pk.is anv adJacent floodplain areas that must kept free of cnooachment so that the I% annual chance flood y n be earned without subStar.LJal increases in Rocd he r;hts . CJ ZONE X CJ ZONE X ZO!IE D ~ OTH ER FLOOD AREAS Areas of O }% annual chance flood, arpas of t % annual chance fl(J()j with ave rage Clcptns of icss Ulan t foot or w It n Clrainagt' areas less than I !iqu ,ln! m ile, ,md area) J)l'OtOOed by le'-'Ces from 1 % annua l d11,nce nood OTH E1 AREAS N eas OCtcrm ineo to be oul.SKlc the O 2% annual chance Ooodplawi . A.rciY.i m "'"h10, Rood ha1ard~ are undetermined, but possible . COASTAL BAR RI ER RESOURCES SYSTEM (CBRS ) AR EAS OTHERW(SF PROTFCTEO AREAS (OPAs ) CBRS areas ano OPAs a1c normally located withe, or adJacent to Speoal Flooo Hazard Ar eas . ••••••••••••••••• -s 11 - IFI 98,1 Floodplain boundary Floodway boundary Zone D boundary CIIRS and Dl'A bOUndary Boundary drv(hn1;. Spec1a flood Hazard Areas of Chfferent Base Flood Hc,a110ns, lbod clePths Of llood ""b<Rles . Buse ~bod flcvateon line and value , elevation ,n feet• Base Hood Elcvahon va~e wne,c uniform within .zone; cleva110n m feet• • Re erencl"d to the North American Vertical Datum of 1988 (NA\JD 88) ~ ®·-·····-® 9f 07'30 Jl ;,i JO 6000000 M IJX5 510 • M l 5 Cros.s SC<'too lne Gco9raph1C coord1nales referenced 10 the North American Datu m of 19BJ (NA O Bl) 1000 met er Un1Yer.;.a1 rransvcrsc Mercator grid ticks, zone 1) ~000 foot g11d ticks: Ne\\' York State Plane coordinate system, cast ronc (t-lPSlONE 3 101 ), lransverse Merct1t 0f Bench mark (see explanaton 1n Noles to Users sed1r,n of lh,s FIRM panel) MAP RI POSt fORIES f-letcr 10 Map Repos11or1es hsl on Map lndCA I >FLC I IVE D,\lf o r CO UNTYWIOF TLOOO IN SURA NCE RAH MAP Apnl I ,· 1989 f Fff l IIV[ OAIEtS)Of RLVI SIONISt TO IHI S PANE L Maict1 <1 1991 Decem ber 3 1()93 Au9us1 It) 199S December 17 20 1('1 to upaatt 111a1 l onn at 10 cnange Special ~1ood Hal.ard Areas ana 10 ct1ange Ba se flood Elevations For rommun1ty map rev,s1on history prior to coun tyw1de mapping, ,cfer to the Communny Map History table locatt--d in the Hood ln !.urance Sl udy report fo r th is Jur1sdicuon . To determine 11 llood insur,rnce rs ;w c1 ,lable 111 111,s co,rnnunI1y co11tJ ct you, 1t1 su rance agen t or call the Na11011,1 1 ~lrna Insurance Program al 1 800,638 6b20 250 150 MAP SCALE 1" = 500' 0 500 150 1~EET METERS 300 PANEL 04 31K FIRM FLOOD IN SURANCE RATE MAP AR A PAHOE C O UN TY, CO LORADO ,\N D I 'CORl'OIHTE D A REAS PANEL 431 OF 725 JSEE MAP IN DEX roR FIRM PANEL LAYOUT) (;Qt:IIA IN S CQMM!.J Nl l'f ~ PANEL fil!ffJK AR .A.f.' AHO!: COUN I 'f oeoo11 0431 COlJMBlN[ \/A l l ( t T "' Qf 060014 0431 • FNGU.W OOD CIT Y OF 08~74 0431 Ltl ILETCX"J CllV OF 080017 0431 Nohce lo Use, The Map Numbt, shown bck,w should be used when pl.,cmg map orders, lhe Community Number !hown Above should be used on lnsunmce applcations for lhe sutljoCI aimmumty MAP NUMBER 08005C0431K Tot, map is ror use ,n admonlstering lhe National Flood Insurance Program It <lv~s nDt necessar;·., ldenlily all areas suoIecI lo flooding, panlrularly from local -:r alnaye sources of sir.i ii si,e. The community map repo1ilory should be rx,,lSIJlted for possible c Jdaled or add111011JI lloo.l h aza rd ,nformallon To obtain more del a,l ed U1formalion •f\ a,cas wh ere BaH Flood Elevatio ns (BFEs) and/0< floodways have been dcter m,nea. users are encouraged 10 consult u ~ ''!cod Profiles and Floodway Data and/Of Su mmary of Sl1llwater ElcvaI1011 s ta bles contained w1Ihin the Flood Insurance Sludy (FIS) report thal a ccompanoe s th is FIR M. Users sht •uld be aware tna, BFEs shown on Ille r-nM represent rounded whOle-1001 elevallons TheS< arcs are I111ona ed f or nood in surance rating purposes only a nd should not i,., used as 1110 sole source of flood eleva11011 1nformat1on A ccordingly lloo•J elevalton dala pre scnlcd In the FIS repon sh ould be utilized "' conIu111JIon w1Ih ine f IRM l or purpo ses 01 construclron and/or Oood plarn mar Iage11,-rn Coas t,! Base Floo d El e.atoons ..tI ovm on this map apply only landward 01 0 0' Nonh Ameri can Vc rt,cal Oaiull "' 1988 (NAVO 881 Users o l lh lS FIRM sh ould be nware t hat w astal ri,x,,J eIe va11or,s are also provrdod 111 lhe Summary of Slr lhva ler F levalrons ;,,bl•• "' l h~ Flood lnsuranCI! Sludy rcpor1 for th,s 1unsd1Cllon Eleva llons <.hown 111 1t1e Su mmary of St,lh.WJ!er Elc 11at10n s tabl e should oo used for con iruct,o,, t111 ;J 01 l lo0dpla1n management pu1 poses when Ihey are higher lhan the el~valt""' ,11ovm un Ih1 s r!RI~ Bo uudanes ot th e lloodways wrn e comp11t••ll at c ross st:c1Ion s ano 1111e1 poIated bfl lweon cross secti ons Tt1£1 fl oodway• , .... ," 1Ji1 d on r1ydra111tc con51derat1011" Ylllh rcgaru to 1equ11 omerils of the NaI 11 ;1 ,11 rlood lnsur c:111\.e r,og1am f lood w ay w 1d l hs rllld 0 1he1 p 1hn nl fl oodway 11.1 1,1 uc p1ov1ded tr\ the I tood ln s11rnnce Study report l or ti ,s 1unsd1tl!On Crn am a r .. ds nol 1n ~t)t.'O.J I f loocl H ,u.i11 1 A1"i•h may be prnlCH.lod b y flood cu 11 t r ol s truc tures. f~f"IC'r to !-:>t •r l1 11 .' 4 ·t lootl Protec.11011 rM?i1S11r Ps· ol ltlf' I lood lllSIH rlllCC '-,lu(Jy rrpc,rt i Jf I' •1 111.II IOfl ()fl tloo <J rJ)l\lf OI 5 llllf,h11CS ti I lrltS jtH1Sd 1ct10II lhc p roJoc tio n u•1,,1 u, lh•• p1,11>,tr ,,l1111 1 !tu.., r1Mp ~•,,1 (j Urnvfl11,,1I l 1a rl'-Vfl1W Mcrr.Itor (U I Ml :1111P t:I l It' 1tor11Cl 11I, r d alunt 1·t.l~ Nill rH:I ( ,HS t U~\! ~pht'f 1J10 D rlfCr Pnc:eo.:. In dJh11 11 ~i ,,. ,,i µI 0It1 r1I0I1 m UlM 10 11e ... 11~ml 111 111<' p, . UCl!On o l r !HM ~ trn -i!J1r1rl'rll .... l1 11Ul l!> IU.ty rosutl Hl c;hqht po s111onal d1tt c.•1••11cu\ 111 n1i1p fC',III Ht:~ .ir ro~o, ,, . .i,1110 11 bour1<1:uu•"i I twsc• d1ll f'1f'n•.·'S dO 1101 rlltOrl !he ICCl HdCy o l tru-; I lf1''.I rlood elev,111011~ on ltm, m,tp ru r• ,,,1,.,..,1. 1•d 10 Ilic No,th A111,:.n can Vt..!rhc.:t l D atum o l 1 88 l twse llciocl f•lf'Vr\h ,u ... ruust l1f' compart·d l o s l ruclwe and g,ound elevati on s rcl f'1hn1·,,d 10 lh1 1111r vc nlc at d at um. ro, 1nlo1111,111on rognrcJ1 ng conversion t>t•1wee11 1t1e N,u i' .11,11 Goode11r: Ve111c<11 Od1 1un of 102!) a11 d the North A111enr:,111 Vt:'!1l1 r c1 I D.11 •11 1 111 1 !)8H v1"t1 I th a Nr1 11o nc:1 I Gco rle tc Survey w ebsite JI llllp /Jwww n<J::. 11o il,1 1 , 01 c.or11,1c t ltH• Nd llonnl GcodeilC Sw vt"'y ,II t11c fo llcwIng ,1cflt1 ,u .. ~ N GS lnlor m .1I1011 SHv1c,,._ NOAA N/NGS t 7 Nn11 ona1 (, 1odPl 1c S111v11y S:,MC J #9202 1J 1 s I ,1s1 w est H111hwny Silver Sprrng M U 209 I O 3 7H2 lo olJld111 r..urr enl fl!Pvnllo n , u ,,..,c11p11011 ,1 '11 1 01 loc~-111 011 111101111:111(111 tor benc h marks ~1owr o n lht'j m;1p. plcaSC? t.:.cmt,1r r 11,,. t11fo 11n d 11011 ~<'rv1ces B ranch o f the National Geod Ire Sur\'l•y a, (JO 1) 7 I 3-3242. ur vrsll its wcbSt le a, hllp 1/www r1y ~ 11oa.1 qov/ Base map lfllOllllr-i hllll shown Oil 1/II S flHr.1 Wrl'1 JJI VIC.h:'l l l)y Il le A1o1pnhoe r.uunly an d C:1I1vs of AL11 01a Jnd I 1IIICl l1n CIS l h.:ph r11,, coo1d1ndle system useU for product1or1 ol lhe d 1rp1a1 FIRM 1~ Un iversal rr an ... vc·,~, r.l,•11 o1 Ior /1mP 1'.:\N ref erenced to Ille N01 1h A111 I IC.11l n,1 1um o f 198] ,111fl lll P r,,. '-.; fll ~-fllh•ro1d W estern I lrrrnsplH'J lf\1 ..., map 1cllccl s 1110,c ctc 1,111co mid up 1 1 1.11r s1ro a111 r.h annel configurat ions lhJ11 tllosc sho wn un the prt•v1ul1~ I IH '.1 t.11 1111!> 1u11 !-.thcllo n 11,e fl oodplains ,1110 l!Oo(lw,1ys !hat wl'r<' l1 1ui ,;;I rn•c1 lr ,,n1 th•" p 1L•1,11ou ~ I ll~M may have heen dl l jUSIP.ll 10 COlll (H lll to lllfl')l' 11 w ... ,,,,a111 ffl,11\II PI 1:00IIq111 :1 ho ns As a re ~ull Ille Flood rrolr les and r IOO(h•, lV 11,11,1 Wllll'S 1/1 the Flood /II SIJfnnce Sf11 dy 1epo1t (whr ch corrta rns a11 f/ron ldl1ve hyd1a 11/rc data) rnav rellecI st ream dlr11111el dista n ces thal d 1llc1 ho m v1hr11 1.., hu wn 011 this mdp Cor pvrato ,:rnlls sh own on l111 s inap rl11· t1as .d on tile best data available al l he l i me of i'ubh~a11011 Oecause ci Idnc1t•~ 11uc 10 annexation s 01 de-an11cxa 1Ions may have oa.u11<.-ct alte, lh1s m~p w., ... puhh ~hcd. map use,s shoul d n nlact t1 pprop11nt c co11 1mun11y o tfi cmH, 10 vr 11ry cw11 1111 curpor:Jlr 111 1111 1oca1ion s Mr.,JS1" H1 lc, fo 1hr !->Cµ,1,.<1 lr.fy µ1 111IPl1 Map lndc .11 fo , an o vcrv,cw map o ! lhe couniy st1 owIn g l tlc la voul ol u1r1 p pdnt•1... 111111rn 11 111y maf 1Ppo sItory m l d1esscs. and ~1 I 1sl111Q of Co 111111w11 11e s tablP 00111 .1 1111 11 1 N.:t110 11a1 Flood lnsur ;mce r,ogram 1aIc ... tor each co111111ur1 1ty a ~ wt.1 II a~ ,1 11•,1111q of !he pc111e ls on w t11Ch e ach comrnu 1111v ,s locatod Con!Jct Ilic FEM A Map Service Ce nlcr .,r I 8 0 ~~8 Q6 I 6 !or rnforrn,1I1on on ~Vclllitble p•oducts dSSOC.l ..t\Cd w1 11, ttw.. I HU.A Av ,11lr1hle Pf OC.1HC1$ may UlClude pr o v10usly 1ss11cc1 I c ners 01 M ;:1 p c11,11 ,c1, a 1 lood Ins ur ance Study report , an d/or d1g11a1 versaons ot 0\1s map I ,,... .. I I 1.1 :, t,.,,l dp Ser vice Ce11 1er may ,11 ~0 bP reached by Fax al I 8 00 • r.5 %20 drlll 11, Wl'llSIIC .-n hllll //www lllSC lerna gos/ II you have qur.st!o ns abo ut thi s m ap , 11 qu<'St1on s conc..:>111 11 I9 1he N c.1t 1on al Flood lnsuranco P1ograrn rr t goner □I. plO,l'••·, ,,u t . 877 -FEMA MAP ( t R7 7 :!Jr, io77) 0 1 v1 s1t the FEMA webSIIP at llllp llwwv. l,•111~1 qov/ 103 X-Om E 0400'M E 'os''"' E 39 39;:\~8or1_50_· --------------r------------r---r--:::-::rc--::.JO::::,::IN,::ST P.:.;A~N~E:=L~0:.,:1::::6=.2 __ ,------------------------------------------------~'~o,~56 ,s oo 39 39 21 so· 4 l8 8 U..0 r",N <'1 "' 0 ..J w z ,"( Cl. (/) z Q (In OI· E\<;U;\\ 001> llRSll 7-I 7 "-,-, II PLA("L PROFILE HASE LI NE Z ONE X r r, •.L 11 _____ r ROFI LE 8-\SE LIM " ,x ~ ~ ~ ::i ~1------ ., .~,i-------,----------- .-'ii ~, V '\ ""'-----'""'':,,,,. CITY OF C HERRY HILL~;' I L LAGF. 080013 u ~~. / F-~OFiLE 6.-•S E LIil ~ 12 "' JI '•· ,, ~ ~ ZO NE X CX) "' ,D "' 0 0 er cr ·,-.,\j C, UE~.t.10{.)H l'LA('.L ZONE X ZON E AE ZO NE X 07 s :r "' CX) <O 0 -SPECIAL FLOO..l HAZARD AREAS (SFHAs ) SURJECT INUNDATION BY THE 1% ANNUAL CHANCE FLOOD The l'M. ""'"°' chonce flood (100-iu< lloodl, olso known os the b>Se flood, is tne flood t/lat has • l 'M. chance of bo,ng eq"°led o, e,a,eded ii .,,Y given yoar. The Si)eOII Fbod Ha,ard An!o is the .... subjea "' flooding Dy tile l '!. llflrl\Ja l <hence flood , mas of Speoal Flood Hazalll ndu<k! zones A, AE, AH, AO, AR, A99, v and VE. 7',f Bt .. Fbod Elevation Is the water-surface elevation of the 1 'II, Oflnual chance fl011d. ZONE A No Base Flood Ek'vlltions determined, ZONE AE ZONE AH ZONE AO ZONE AR ZONE A99 ZONE V ZON[ VE - ea,,. Flood f levil\lOOS determ'1ed , Flood deolhs or t to 3 1..-i (usu,llv areas or pond,"!;i; Base Elevat10ns determined. FIOOd Ocptl\s or t to ] f'l,et (usually sheet !low oo sloping terroln); awerage, depths determined For afl!as of all.Mill fan flooding, YCloales dlso detl'l"ffl1ned. Special f ood Hillard "'ea lormerly protected from the t 'II, annual d1ance flood by a llood control symm that was sul!Sequontly occen1faeo lore AR 1nt1cat.es tl ,111 lhc: loc-ma fl00(1 control system is being resIDred to Pf<Mde protect,on from the 1 % annual d,ance or grt"..ate, flooo An!• to bo OIOtectcd from I 'II, annual chance flood by "e(le,al Rood proteaic:in system under constn:cti\.•; no Base FIOOJ EIC"watlons c>etermmeo Coastal nooa ione w1tn velocrry ha1ara (wave lKtion ); no &,se Ftooc Eh?vaI10ns dctcr.nned, Coastal f\000 ,one wn h veloclty haLard (wave acton), sasc Fbod l:~ataons C?C tcrmInoo . FLOODWAY /\REAS IN ?'JNE AE 1 ~e flood wa y ,s t he cha n,.,el o a st ream :,lJ s a nv aOJacent floodolo 1n a rei1s !hrc muS1 be ~Pl tre,c of encroactvnet1t !i0 that !h e 1% annt..1111 r hance f'lood can be ecwiecl vttthout s...bstant1a l ,ncrea~ ,n he~h~ CJ ZONE• CJ ?ONE ~ ZONED ~ OTHf.;l, ~I 00D /IRF.A5 Ateos of O /11.b aMual rhance fbod, a,ea~ ot 10.., annual chance nood w ith ave,~c dt'plh§ of k.-ss cian l !001 o, v.nn o,a nage arells Jess tnan I s.Qudre m ile, anel area :>r.:itcctC'Cl DY le~e!t from 1% dnnual chance Oood OTHER ARFAS Ar\?as dcte1'Tt 1n«.'(I to be outs-de the 0.1~ annual chance floodplcu, iw.ss 1,1 wnlCtl nooo ha1.a1ds are unoetcrrn1neo, t>ut P0SS1ble CO~'TAI. BARRI ER RESO URCE S SYSTEM (CBRS) AREAS OTHERWISE PROT ECTED AREAS (OPAs ) UJl{S areas and OPAs are non 1alty located with., or ddJacent to Spec1c1I Flood Hazarc Areas. fbOdplain ooundary r-iooc,.,.av bOundary .'one D 001.1ndary ........•...••... CB RS and OPA bou nda,y Bound al)' d iv(l11ng Speo at Flroo Ha1aI J Areas ol different nast f lOOd Elevalton~. fbod deoths or O·JOO vekxtties lid!,C I k>od t'levr111on hnc dnd value, elevator, in feet • Rase t :ood I lcvdltOn value where u01form Wtth•n ,one, C'k."ViHIOll In f!C1* • Rl'ferr.nct'd to tnc /~orth Amer1c..,n Ve11Cal Odium of 1988 (NAVO 86 ) @----@ Cro'iS scct()n hne 9r 01 .lo ''2 nlo 6000000 M OX55 I 0 1 Ml 5 Gt.."'<.lgraptuc COOfdioatcs rcfe ,encea to the North Arnenran llal"m of 1983 (NAO 83 ) 1000-mcte, Unr1i1e r"!.al I ranc..vcrse Me1cator 911d tO.s, zone n ~0 l oot gr id l 1tks. New York. Stnte Plane mOfdlf'late system, east rone (FlPS. .. ONE 3101), Trans\/Cise Mercator Oench rna,k (St.-c eiplanation 1n Noles to USe1~ St.•ct1cm of lh1S 1-IRM pand) w.:p 'l[f'O,I' :)R,cS l(('l,'f '(; Map Rt.'PvS l!Or ,•s hs! { ,. M11r 1noi1 • l I l I Vt: 0 .".. ~ ( Of COUNT) l'J l ·t r .. oon INSUllANC( 1-t,;. ·r MA P •~J_'r1I '~ 198<'• F~lf-111.,.1 J;,.Ti1S)O'--iLVl~1Ul1~~1l()IH5f-A"",:-l M,ur .. n J •~ 1 ~cem1,er ~ · ~YJ :,,,Q. s1 · '• t 9CJ', Decembe, 11 ?01() to uC0 ith: ""1JU to,m A1 'll cn angc Sr cc,a I loo•l lldlJ 'C .:.reas and 10 ch ange Bas e Flooa EifJva110ns f'or community map rcv,!910•1 h !;torv prtor to coun tywtde m.IppIn1J, refc1 to the CDmmunrt)< Map Historv table IOCil leo '° 1t._. Hood Insur ance Stu<jy report to, 1h15 1u1 1'j(jd10n lo ao1crm1ne 11 flooa n')1.r,1'1 ~e 1s J.-oudclc 1n tn1s evmmv•111y c\Jntac1 vour ,nsu,ance agi:111 01 call Ihe Nabon ,11 r, mi u<.,,,a rlCt: Pr()ll1,,in <11 • 8011, 036 66:'J 250 150 MA P SC i.LE 1" = 50 0' 0 500 150 PANEL FIRM 1D<1m METER S ).,"(I 0 164K FLOOD INSURANCE RA TE MAP AR A PA HOE COUNTY, C OLORA DO .\NO l~CO RrORAT E O A R EA PANEL 164 OF 72 5 (S[E MAP IN DE X FOR rlRM PA NEL LAYOU T) CQNTAIN(i COMMUl1fil NUMBER PAN El. fil!Efil ARAPAHOL COd"-4 1' 08001 1 016,1 K .;;.11LRR I H!L\.S VII .AGL ..__11 f OF 0800 13 01 54 K L/',Gl EWOOO Cl ·v 0 1 OR:,<'74 016' K Notice ro Use, The Map Nul'T't-Ar shown b elow should be used when placmg map ordcr5 . lhe Communely Numb•r shown abo~e should be usl!td on in,uranee appl catlons tor thti subj~d oommuntty MAP NUMBER 08005C0164K This map Is to, use In adminlSlenng th e National Flood In surance Program It doe~ not neceaaanty Identify all areas suhIec1 lo lloodlng, particu larly l rom local drainage sou,ces of small s,ze , 1 he community map repo1ltor1 shOul d be consulte<I for possible updated or aCld1tionaI flood ha1ard 1nfn rma11on To obtai n more delalled fllormahon ,n Jr••as wh e;e Bue Flood Fl val luns (BFEs) and/or floodway1 have boen d elernun d users are encouraged IO oonsull Iha Flood P rofiles and Floodway Dala <1110101 Summary of S1111waier Elt•va1 ,on s tables conl alned within l ho Flood lnsuranc • 5 1udy (rlS) reporl lhal o:r,pan1es UltS FIR M U~ers sl\Ould be aware lh,11 Ill rs shown on lhe ~IRM r, ''l5elll rounded whale-tool elovallons These 11H s ar c ,nlended fo r flood 1n, .. ra nce ra11ng purposes only and should nol 11n used .. s lhC sole souIce of noou elevation 111formalion Accordingly 11000 rIcsJl Ion dula p1esenled 111 !he FIS report should be ullhzed In con111ncl Il11 w1 111 !he FIR M for pu rpose s of cons1ruc11on and/er floodplain managemen 1 Coutal B11e Flood Elevatio ns <J>o wn on 1nIs map apply only •andwdrd ol O O' NOrth Amer ican Vertical 1Jatu111 nt 1088 INAV D 88) Us " ol lh1s FIRM snoold be awar e 11ml coas1a l 110'11! Plova1I011s a10 also p1ov,dr·d In lhe Summary or Shllwaler [levalIons !able ,11 1110 f loOd 1n•ur,1nco S1u,1y ·aoort lor 1 1 1u1 isdlctIon ClevaI ,ons snown 11 ,.,,. Su mi• 'Y or s 11I~va1 •r f' ,s !able shOlJ ld lJC used 101 cons1nic11011 ,irn t ,11 llo04J1 um 111anagumon1 , when 11,ey ,ue lughei lhan Ille ele vat1011 • ,11,.,m on 11iIs I ll1M Bou ncIa11es ol lhP. noodways wer co111111iH•r1 ll1 c,o ~ sPchon& all(1 intu,p 1laI J tw1weor, cross her.flans The lloodway& ..,.,, ,,. nnseci un hyth c1L1II,: cons1de1 :,t1CJnc; w,lh mg ro 10 I OQUl!llll1 U111& ol tho Ndlltlll,t1 I loud l nsuri,Jrl{'P PrOtJl,llll I IOOd wrly Widt hs an o olh€lr port11 1cnl tl oodwav d,,1,1 di .. pr ov1clNI Ill tllt• f-lOOfl 11\~U/dllCC :-iIufJy a•po t tor t··us 1w1st11c11on \ ,,,1,1tn dff',H, n ol 111 S puu,11 I lood t :~,: 11•! l\rf'l ,1s 111a v l>P p 101t•1 t,·11 tiy 1100d r.o ntrol strucltirt•s l ~ol (•r In ~,1c.t 11w , 4 1 loocl l 'rul 1•c1,on Mt•.i•,urfl'l" or l hC' f I00d ln:,ur,111,~ i.:.1t1 tly IL1port l rn 111 ,1111l1hnn on lh>41 I \..OIUIOI ..,t11,t tl11(•~ !or ow, 111n:,d1rt1 011 fht1 pr0Joc1lon u •,l'fl 111 tho µ111µ.11.111011 ,I 1111, 111.tp w,1, Umv ,11',,11 1,i1 11t;vt11 sr M1•1 1,t1 or tU I M ) tom• l 'J lh,• h orl 101 1l,tl Uatum w,1 <, N1,(IH.\ (,l~S l n8 0 ,.10 1,rrrnd n1:1r,-,oc:u~ u1 <1.1 111111 l,plli ·• •"1 111nw,.1 1rH cJr lJ I M 1011.,~ 11!.t'•l 1n lht• pr :1cl inn ol I \l ~Mi; to, l tt11,1cf•lll 1,,,....,0 , 11O111i 111Jy 1('~1dt 111 ,hqllt pos111onal 1+f ,•u •n<:l''> 1n m ap fOtllUnJ., .irro<;!, llH ,1h• 1-011 bou11d ~1111'o; 1 he,,1 01llf'ft'r\Cf!~, 110 1101 rlflCCI l hP Jl,Cl ll,n,.y o l 1111 ... f IIUJ r looU r-lt<vatio•.~ on 1111~ mr:p ,u1• rot("11 •n 1 PU lo U1c Nor tt 1 A1m•11cm1 Vf'1l,cal Or11u111 of 1988 lllOS(' !1oorl 1•lt•vr111 on-.. 111u:,I bro compJ,ud to s trurlurc and q1n11 1lrl oh~V:IIIOl lb 1n l•llt'l l1Jl d lu ltH" .. 111 11 • vortlCA I dalu 111. ! Of 1111or111:1t10 !l •r(I;11dmq COflvOr~1011 brtw,1,•11 lh1• N 1111111 ,1 1 Goo t.1 c11c VCHl 1r:,11 Dnhu11 ol 1978 ,!IH I ttw N ,,rth Arllf'II C.,111 Vf'lllrcll llah 11H 111 1atl Vl ~II 11,,, \l;:t 1011.-1I G <'OcJ(lltC Su1vey wCb!li lr ,It 1111~) IJWW'VI IHI ' 110.1.1 ,,,... 01 co11 1~11 I l hP Nr1llo nrtl ( ;podel1c ~11l''lf'Y il l ,.,c tc,llvw1m1 ,ultl t ..... ~. NC~!-i 1!1101111~11,o,1 :.;.-,,vt<·f', N lM N/N(,Sll N,111011(11 n coc1c11r. Su 1vPy S~Mr, 3 #970? 11 I 5 f.,,I Wosl I l,ghwa y S1l vr•1 Sp11 nq MO 20910 :1281 f o c101nu1 runc111 cll'v,111un d...-~c11 p l1on ttt 11 1 01 lor,..111un 1nlorn1a11on Im benc h m arks l:>llown 011 0,1~ n1.-1 p , pl e1 10:.r r.on1nr.1 tt ,. 111tm111 .. 11H,11 Snrv1r.os 01a nct1 of the Na11011 ,.:1I nuodC'hr. Survey ,It (30 1) 7 1 J . 32 42. u r v1s 11 1b, wfl b s 1tro at hllp //www nqs 11od,I yov/ Baso m ap 111!011 111111011 slnlwll on 1111::. I l l{M w.t .., prnv1t!e4J Uy tho /\rap,lt1ou Corn1ty ;:md C111e~ n1 At1ro111 a,,d t 1lllt•to11 Glf. dept : I ti•· ..;00Ht11 1ate system u ld l o r produclton o l th e d 1g 11.11 I IHM s U111vr•c.;:11 ,, .. 111svt?l 'il 1 f.11 •11 dlur /mw 1:!N . rclerfln1:ed l o lhe Nrn th Amnnf.clll n.uum o l Hl83 .ind 1111"' ( Ill'-. -'Cl ~pherrncl W<'~IClll I lcm1spt1 re 1I11s ma p rctlccts rnouJ clC'taded ,.m d up 10 I.ilt• sIrea m c hanne l conligurations tlHIII l hosu hown 011 th o pre vious r1 1,•r,1 11,1 nus 1urn,d1c1 1u11 ! he l\ood pl a111 s dlld lloodways th.ii wr1 11a11st ,rro CJ 11 ,111 1t1l• µrev1ou:, I l~HA may t1nv e: been ,1d1uslod 10 cont 1m 10 ll!Csu 11cw •,l ll•,111 1 d 1;111ncI r.011 t19uI,111ons /Is a 1osu lt. 1110 rt ood Ptofllos n11d rlootlw 1v I 1.1trt l iJ t)U•s m ttte flood 111 s111,1r1ce Sludy ,cpott {wf11ct1 conta111s authori/rtf,.,,,. nydra t1l1c data, 111..iy m llc cl slit am ~:'!nnel di star,ces \hat d 1llm ho m whal ,1wwn on Otis mai-' Co rpor1111 \\m \ta shown o n \h1~ m <•P ,111 · b a sed 0 11 \hf' bf'S\ lli11 a avi11laoh.:: ,,, /ho lune of p 11W,c.1t,uu HOC.JI/SL' CJ t:1/h/1''> rJ111• /0 ,111/IN',HlllllS UI <Ja Hfllle xa110,1s rnJy h t:IYC OCCllfT('d ,,,,,_'\, 111,~ fllt lP .... ,,, p1 1h ltsl 1P.d , l!li'lp :15CIS s h u u /cl ccmrac r t1pp1op na10 COlllfllUIH fy ott,,-;,nl s hJ YCllrv wr ,•n/ co,,;u, .. ,r(' 1111111 IOCdllOII!:, Pl £1t1!,C , ·•ro, 10 the scp.11 ,UPly pnr11tJCI Map 111dex 10, dll overview map of Oie cow1ly s fl0\-'ll/19 lf'tl.• l dyoul o t ma p pa11,•1•. urr1111w11ly 111dp 1p p c,:,1lory Jdc.l•e~st.? ·, ,Uld a Lt s11ng al Com111 w11 11p~ 1<1bl e <JJnl w11nq Na1 1o nal f loocl ln~ur d1H:C Program <ltileb fo 1 o ach Olllllll\Ul 1l y ,I S well .t· t 11-.11119 o t ltie p,mels Oil w h1rJ1 ea:tl 111mun11y 1s loc:..:ud Co111acI 1110 FEMA Map Service Cu11 I•• .11 I UOO 358-9G:6 10r u1lo1111a1io11 0,1 aiJai l.Jbl e p1oducts .. 1ssoc1r1t0ll w•lh lt \l', 1 1HM l\vr11 \t1hln pro<1u cts 1rmy include prov1ously 1s:,ucd I r-11~1 s o l Map ( t•,u•, i,· ,1 F lood Insura nce ~tu'ly 1epatt and lor d1g1!al version -. ol ltu~ 111,1p r 111· Ii r.11\ Maµ Scr1J 1r.P C 111c , 111 .. 1y al so be rearJwd by faM al 1 800 J58 (}6;:>Q ancJ 11', WPbSl!fl ,II llllp /1 1.vww /llSC 1e 111r1 4 0111 11 yuu h avo q ue1t1O11 s a h o ut this lllrl p "' qur·~llon~ ('JJ llCPII Ullq lhLI Nal h.fl dl rio,1d l11 s1J r,111 c ' Prog1 an, 111 go11N,1I plew .. ,, dll 1-877 -FEMA MAP I I fl 17 336 2627) 0 1 \ltS11 the r[M A web s 11r ,11 tlllj) IIWWVJ h ·1 1 .I QOV/ 1'4 ANNUAL CHANCE FLOOD DIS CHARGE CONlAINE D IN CHANNE L ·02'0.,"'E JOI NS PANEL 016 1 10, ,so1 ;o· u,,-.,,,-----.,------,,-:-,.---:n,=-;,---u----:--t---:=r:-=~:==z:-=O~N=E-:X7""---,-----,--r-.----,,,----,----,------:!,---~,---,,---,---:w:,•----,----.-----r---,------;_: 39 39'22 so· ' ~ ~ 1; ;~ ~ ; 100 " E 105 00'00 00 39 39'22 50 l JBB()tl ' N <I ;!: 0 ..J w z <{ u. <f) z Q 1/AILROAD 33 T 4 S r 5 s 04 ,u " ' :;. ' ,; i :v -;IANf O RU DR "' w .L "" d tni lN j 09 w lJN1UN ~ mrr r z n . .. /o,<1. 'Al-f,1, • "'\j:° ZONE X I I. ,.10.r,~1 I.LO i\1.UIIJF w ',"! .. , u i" n ;;; ..... I' FLOODING EFFECTJS FRO M ----BIGI DRY C RE,EK I ' w G·RAfi1 ZONE X Jl(lr)lm >\ f'JL · •• UN 'O'../ I L".:,·1 .. y f 'I.IF ZONE X ~..'lf,f f-l ON ZON E X NASSAU AV t-NUL /\V i-NUL "' ( 11, OF E.\C I.E\\ 001) 118~11 .t 03 10 JI )(I ;r ..J ,: i 2 :i tr ~. -:; ~ IONE X "" :\. ::: r- -If. I (fl CjtR,ll(t) if, ZONE X C'I I'\' OF I· \(;LE\\ OO ll ox~11-~ A.Vl ',..rl IV1U,.,1lf, ;! •'!: '7 i ~ !! ~JANFORD /'.1/':..'I lF 35 \H \l',\IIPE Clll \ n l \I\C O H l'Olt\'I F i l \IH tl8tllll I \ :-, KK 1489 ' . ,, " ,, (ll'OF C'lll-:!Un 1111.1.s', II I. \(.I tliltl1113 C.· I l.ittl,•/lrylrl'c''- ..ANI · C ITY OF CHERRY HILLS VILLAG E 080013 ZONE X ZONE AE NO TE : MAP AREA SHOWN ON THI:, PANEL IS LOCATED W ITHIN TOWNSHIP 4 SOUTH , R1NGf 68 WEST AND1 TOWN5"0P, ,ours. ,, .. o, •.1 wm "-~ "' d ;, ? 6 ~J1.,',f.r.'·, C CHll f L SI/\NF"C R0 A.Jt •, ..,. <O 0 -' w z <{ [l_ <f) z 6 -, -SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE l% ANNUAL CHANCE FLOOD The I% annua l cnanct l1ood 1100-yea, flood ), also known as It-.! bne flood, is the flood thal has a 1% o,ance ol t,o,ng equaled or ertl!eded In any given 'It•• mo Spodol Flood Ha,""' Ar~ Is the are, 5Ubj•ct to ftoading by IN I'll, omual dionce flood . ~- of Special Flood Ha ,.,,, ndude Zones A, AE, AH, NJ, A~. A99, v I nd VE. Tilt 111!1! Flood Elevotion is !he warc,...,rlace elevatlon ol the ICM. anoual chanc• llood. ZONE A No Base Flood El!vabons detrrmined , ZONE AE ZONE AH ZO NE AD i:ONE AR ease Flood t:Jaiarions a:t&-mined . Flood d"91t>s of 1 10 J 1,".!l ( usual~ •re,s ol ponding); Base Flood Elev.mans detcrnined, Flood depths of 1 to 3 feel (usually si-. ~.,.,, on sloping ,..,.n); average dcolhs det1JTT1w,cd . F-or areas or alwlal Ian llood,ng, vekxkits MSC dete m,nP.d. Speoal Hood Hazard Area formerly protfeli!<l from !he I% annua l dlance flood by a flood control system that w,s subseque-,tty oecerur.,a lone Aq 1ndocates thal the former flood <On1Jal ~ is bei ng rt':stored to provde protector, from the I% mnual chance or gre,tcr fbod ZON E A99 Area to t:-e Jrotected from 1 % annua l chance flood by a Federal ZONE V ZONE VE - Hood pr01ea 1t.1r systL"ITI uncjer constructJon; no Ba se Floocl Ek:vat'ons dcierm1ni!<J ..oastal fl ooc;J 10-,e wI1h veOC1ty hazard (wc1ve action); no Base Food l:lcvat10ns detern1ned Coasta' flood zone wllh velcxllV hua,d (wave action ); Base Flood llevatK>ns de:ernined F\.OODWAY AREAS IN ZONF AE t he floodwav 1s tne cnan "+CI Of a stream pus any ad,acem flaodc !J,n arCl':~ t+iat must be ~,•pt free of encroad1rneru ..o r1-,a1 the I% annual chance Oood cltn be carried without sulbtd11!1d 1 mcrL°"!,(.~ n f1DQCJ he9hts . D lON[ ~ D OTHER FLOOD /\Ri:AS ~II!» of o 11¼ annual 0 1dncc nooo; area!. 01 1~ c,nnu al Chan~ nooo with a~rag e c1er,tn~ ol ~~ lhan I l oot o, w,th ctrc11n1tge c,reas less l han 1 sciua,c mrle, and area) p,ulL'Cted by ic.'-...ees from I% c1nnua l chance nooJ OTHER AREAS Ate.as ieterri1neo to oe outs1or tt1c 0.2% annual ct1ancc floodolan. A.teas 1n wh,ctl llood 11dlttld!> me undeterm,neo, bul po~•ble. COASTA L BARRIER RESOUP:ES SYSTEM (CBRS ) AREAS OTHERWISE PROTECTED AREAS (O~As) CHM.S area s iH'Ci OP~ arr nomldlly lo.died w111lrn or adJOCel"'t to Special rlood 1-iaLard Neas. t loodpla in boW1ClJI)' ..............•.. .__ ____ __.I-- -s,3 - ([I 98il f loodway bounddry .'Onl-! D bou11dary CORS and OPA boundal)' llounctary d1Vid 1n~ Speoal Hood t-latar d Areas of d,lter<!nt IJa'!IC Hood E~'Vattons, fbod oeotns or flood velocrocs lldse Fbod l:k."Vat1on lme and value: elcvaton 1n tcct ' lldse flooo llevahOn valie V<m~rc umlorm within ,one; 1•lcvat 1on 1n fee l • • Rlrferenced lO the North l\r '(!ue:,n VCrttCdl Di1tum of 1988 (NAYD 88) @----@ Crass""°'°" l,ne ®----·---® u·ono ll].:10 6000000 M DX~ 10 • Mt 5 Geog raoM: cooro,nates referL'f'lC!'d to tlic North AmL'l'ltan lla tum of !~Bl (NAO Bl) ·ooo n"lelt!t Univel"':;i,d l Transvcf!.C Mercatm g,<1 uc~. zone \3 )000 toot gnd t icl,,.s· New 'fotlt State Pleine wordt1ate wstem, cast rone (1-l PS/ONf' 3 101), h ansve~ Mercator Hench mark ( see c•J1/.ma1 ot ,n tvotes to users section ot l h1s FlRM pane/) MM' REPOS 101' r'.- f rri Cl vr [),\I[ nr ,"','.")L \I Y'A1Df t-L.001,IN~URMKF r.:.ILf,,M1P .:.1 111 1· ,,t,q tP-f ',! DAI[ S rn IH .'lS,r1N~1·01t115H•N~1 r.',1r,•• 4 . •«' l:t't f'lllbt"f 1'•• :...ugusl Hi 19~~ D~C(H"lll\!f 17 0'0 to .,:•O.llti lllJD 'O'"'JI to._ll ;tll ~Spt1C1J fl00'1t'd :J rC:..rtid~ J nCIOCllJ ng e d St' f 0.;)U f l('~,lhOIIS I-or oommuniry mao rl'v1s•'>'1 tusto,v pnor to countyw1dc mao o1ng. refer to t he Commurllty Ma p H1sto,y tabl«? lnc.atro 1 the rlood lns.urance St l(jy rep01'1. fa, 1h,s JU. sd1ch011 lo ,jf1••m1w1e 1t 11ootJ ,,:. .. J n~c 1s ,:1,..J,1ao1c .,, :h s commur•I~ contac1 your ,n su ri n. ,tgf'nl or catl ltlt! "-l a:1ona ►111oc ln\lnance ?rugran· ,11 1 SI'() r,Jp. f:iG/0 250 150 MAP SCALE 1" = 500' 0 500 15C 1~EET METERS 300 PANEL 0163K FIRM FLOOD INSURANCE f .ATE MAP ARAPAHOE C OlJNTY, COLO RA DO :\\0 11\COl{l'ORA T l::D A l{EAS PANE L 163 OF 725 ISE E MAI' INDEX FOR FIRM PANEL LAYOUT) ~ONTAI NS COM MUNl 1'f ~B.f.B PAl~EL ARA/\AhOL CO J"',11 ¥ 00001' 0163 K r rifmn· H ~LS v ~~;'l,t.,t- • -• OF IY.:01_:! 0163 ' El-4GLfW00[) l.. ! 'r or 0!!507' ~16 ' Noocc 10 User The M1p Nurnb•r sho~:1 beloY. should be used wh1tt1 plaong map order.. lh" Community Uumbtr shown ill>uv• shOuld bo used on msunmc::e applcaU011s for lht sutJiea commun!ty This map Is IOr ulli! In admmlSler,ng the National Flood Insur.nee Program It does nol necessarily 1denhfy ail dreas sub1ec1 10 llood,ng. pat11cula~y lrom local drainage so.m:es of small ,ue The community map repository should be consulted for possible updatea or addlllOnaHkx,d hazard 1nforma11on To obtain more deta iled flforma lion 1n areas wh ere Bau FIOvd ~levatJo n1 (BFE s) and/or tloodway1 have been determrned users ar e encouraged IL' consult the Flood Pmliles and Floodway Data and/or Summary ol Stillwater Ele,~hor~ tables conta fled mth1n the Flood Insurance Study (FIS) re pon tha t accompanr es this FIRM . users shOuld be aware lhal BFEs snown on tne FI RM represent rounded whOle-fl)()! e1eva1Ions 1 hese Br E, ~re intended for llooo insurance raling pu rposes only and should not be used as the sole sou rce ol fl ood elevation 1nfom1B1 Ion Accoraingly, trood •lo,·ahon data presented 11 1 th e FIS report shoulO be ulllrz ed 1n con1u nc1I011 wrth the F !HM f or purposes of construction and/o r lloO<Jpla1 n ma nage ment Co a•t•I BIie Flood Elevations shown on this map apply onl y lan dwar d of o O' Norlh Amencan Ve n,cal Datum of 1988 (NAVO 88) Users of lh Is ;:IRM Should be aware th aI coas1aI ilood eleva1I011s dre also p1ovidcd rn the Sum;nary of St1lwat o1 Elcsahons table rn the Flood Insura nce Sludy rcpon tor this JUrlsd1ct ron Flevat,ons st,ow•, "' 111c Summary ot Shllwater [levallons lat>Je shou ld be u sed to, co1,struct1on dn110 1 flood plain manag e mrn1 pu,poses wne n they a,e hg her than me elcvaI1011 s snown 011 1t1I s rlRM Boun da11es olthe fl oodways we1e co111p11tecl al c, oss sectoons and 1111ci polal ed t>elwecn cross section s H1c lloodwayb wl', .. ba*.d on llydrauhL com,1dcr alon:, w 1U1 regard 10 reqwr ornonls ol l ho Nr1 11on,11 riood Insuran ce Program r 1oodway w,dlhS and other pot1Incn1 noodway dc11 ,1 l llfl pro111d ed in the flood lnsl1rW1c c S ludy report for th is 1ur1sd 1ct 1on Cr~a111 WORS 1101 Ir! SpPCi.1I I lood H,11,1111 /\Jpas 11Iny IJC prol r tPd by iiood contr,,t struc1urns i<CIPI Ill ~P~I IOn I 4 'I lood 1'1CH •• 11011 Mcn srHP S" 01 01c I 100<1 lrisur,rncr Studv It'll< 11 lor 1nftHn1,111on o n flooo r:•Jn l rnl st wr.h,1P~ lor tr115, Jur I sd1C11on I h proJec tion 11 ) d 111 th" 1u 11 pi l1ttl1n11 11' 1111:, rn,t p w,,., Un11,Pr~JI I ritm,vcr!>r Me re.no, (U I Ml ,one I I I lr I• 1,or11 011lal da tu m """ "-AllU.1 Gil~ IUUO 'J)hOtotd U1 tlf'ltJIICOS 11\ tl.1!1111\ Sf>t lf•j · ,,, pro1C'rtum or lJ It,, /0,leS IJ SPd Nl lh~ prnc1t1c1ton nl rin,.i1s to, ,u1 ,,1r p11t 1w 1l,1f1-1u111s ,-,-,av , Slllt In ~11q111 po'. 11c,1r11 dtlfetcmcc s. Ill u n p fCJIIHl'::. ,If fO'>'-, Jll fl'-.1 l 11 .l1 l1 1l bo uru.J ,lllt•~ 1tl41S{' a,tt l etY:.('S not J IICCI Ille .iccu,acy OI this I IH l.1 n oo!J elova1,on s 0 11 Um, m.1 p ,uc 1i~IP 11 •1 , ••<1 10 tile No ,th A111e11cc1 n VP n c..11 Datum ol 1988 Tli csc rioocl ••I •vr1l 1c1n!, 1111 1',t b <':Ompmcd l o slru r.ture md qround el evati ons rcte,~nc-J'd In 11 111 \,,,11 11 • vertic a l datum I or 1nlo r rn ._i t0n rcqaro1 r1g cnnvcr,;,on 11rrw,1Pn 1hc N,llul'l.il Gcotl .11c Vcr11ca1 Dr1 1u m 0 1 1979 dnel l h l' N o rlh 1\mcncnn VPI IIC,ll l)._)1 11111 {ii 1!lfl8 VI Sl1 t he Nil!IOna l G c o O:!IIC Sur\'r y w tuSI IC 11 tlllp INNNI nw » 110,1.1 10v or r .ontd L1 l hu Nat1or1a l Guowt1c Survey ,1 1 th e fol ow11 1q .1<ld11>ss Nt,S 1ntonn:111rn 1 ~<:rv,ces NOAA N/NGS t 2 Nrt1to11.11 G eodetic Survoy SSMC J. #'.J2Ul 11 I 5 t HSI • Wes l l!rgnway t;1J vcr Spnng MD 209 10 3?87 I o obtJ1n r.u n e111 clcva11or 1 du~<..11p1 ,011 a11fl/Of 10,.,,.11100 111for111 hon for bench ma-ks shown 0 11 th,s rn ap p Ic .1s0 co n1act 11,c lnlot1 na11011 Services Branch o 1 the Natronal Goodctrc Survey at (J0 1) 7 ll• 3242, or vi s11 rls websrte a l n11 p IIW!Mv ngs noaa qov/ Base map lnfo1r11at1011 stiuw11 011 lhrs I lllM wa s JJ1o v1acd 1,y lire l\rnp:ifloc County a nd C,h es of /\urma and I 1tll r lon GI~ dt•p1... I he coord111atc system uw d for prmh..ct1 011 of ltlC d1g1 Ial J.IHM 1s Un1vcrs;1I 1 ra usvcr~c.: tv1c1 cc;1to1 7011e 13N rcliircr,ccd to llw No 1th /\rllCf lC.'lll Dat11111 01 19l.U ..aru1 lhf' r ,I ~~ HO ~phorOld . \.'VeSICtn I IP1111~>hPrC T111s 111ap reflects ,·,ore aeta 1lc<t d 11 CI up 10 O,lle st roam c t1 ann eI co11f iguratro11 s man tllose show,, on th o p1cvIous I lf<M l01 l h1s Iu11 sOrc11on 1 tic noo apIa1ns a11d floodways ll1at wen.: 1r"1111ilcrrnd l 1t11 11 the p1 c V1uus I H~M f'llcl\' l 1avc be~n ad1ustcd to ronto11n to th u~u new ~lr P,1:11 rJ1ar111~1 conl1gwahons As a ,.,suit the I lood Prai ries .1110 I loodw,1v f1,1w !ab les "' th e Flood Insuran ce Study r epot1 (wh ch contair1 :; cJuthonta t,ve hyd rcwl1c datcii may ,allect sl room ch,111111~1 dista nces tha t differ 110111 w hal •~ !>hown 011 Hu s rn□p Corporate limits SllOwn on 1111:-. llltlp ,111 • h,I~ed on ltlC bt'SI dat,1 ilVatlablc .11 111e 111110 ol pu bl,r .. 11,on Oo c._1,1s r d 1..i mJ<'' du1 • 10 ,11111Px;Jt1 011s o, de an11rxa11011s mav t1~1vu occun ed ,tll u, 1t11s map w ,H, 111 ,ollshoU map u su1:; sh ould cunta c l dpp,opnal C! c o •rn 11.1nlly ol fi u i.11s 10 ve11ly u11 r1•n1 crnµrn:11~ 11111,1 lo(.1!1 011 s r1ease ref er to tr·c sepi:Utl lPIV pn nlec.J Map Index to r ,111 ove,vI ew maµ ol 1t1c cow l ly s:.ow1ng l ti e layou t o f 111:1p pan e l:-. L011 1111un 11y map repo c;11ory adcJ rcs~!s . rll ld n I Isl ing ol Co mllllJIHhCS lrlOlc r,cm t,1 111111q Nat1 011~11 l-loocl 111Slll rlllce Pr ogrn m •!,Jl os to, ea ch commu1111y as well J S ,1 11-,1,119 of l hc p c11 1r1s on wt11ch each com11111111ty ,s loca ted Co11 Iac1 lhe FEMA Map Serv,co Cente r .11 I !100 3~8 9GIG lo, rn to 1111a1ton 011 iW a 1la ble produds assc :idlr<.l w 1lll lhl"i I IRM Ava ilable ph>d u I S mtly tl\CIL de p,eviously ISStUl<l LCIICt> of M,,p C ll,111()•' ii F lood Insura nce Study report , a11 a1or ,11g1tal ve1 sIcns ot 1111s 111a p 111~ rU.tA M.ip Service Cent er may aIs0 be Ieachra hy Fa, ar t-COO 358 9620 and rts website at l1llp 1/ww,,; msc lema gov/ II yo11 nave quosuons about 1111s map rn qu es ti ons co11ccm111 g the Nat1m al I lood Insurance P1oy1 a111 111 gc,,e,al picas,.• c.ill 1-877 -FEM.A. MA P I I 877 336-2627) or visrt th e F M~ website al hll p //www 10111.1 qov/ '·oo(JJ:.i,n E !::0 1 X.iJr E '02000,, E 105 oo·oo 00' ,----------------·---------------------------J_O_IN_S_PA __ NE.:.L _0_17_;5;,_ _________________________________________ -.::.::''8'07 50 · 39 41 ·15 oo 39 '1'15 oo· N ., 0 ..J w 2 <( (I. (f) 2 6 -, .. 33 S fkt-1-1 NOTE : MAP AREA SHOWN ON THIS PANE L IS LOCATE D WITHIN TOWNS HIP 4 SOU TH, RANGE 68 WE ST. DENVER CO UNTY .., " g \', -----, YAI F Al/EN.IL CITY OF ENGL WOOD ----.-----,-E----"'v'"'•L""F.,--....,.\-,-,-.,-,-,u-,-r ---=~'"': ----,------ !c J) 7 Ii:' :: " 0 L'V f\'_L ;"'..AC':L"' ~ «. I "'----~ '" C) : ~ ~ A\1HI-Hl)I AVU RIF t \ I ~ Ii i ~ "' ( rtrY OF E\GU:\\'OO II i;; ; I 01!5,0 7-1 ~ -c. ___ ,_,:_H_l .._Rs::.!·, jJj i r.. 1-'ll\CF. w AMHLHS I AVL NUF L ,\MHFRSr S TR(U F 01\TF-S ~ARK WAY I . ,,r,.1t1F k :J I :.•,r~11r ~{;, I-. RATE S 1i ;..~of. ·- bff --v! r ---,----+-.::::..--;+~!.El!-{-2.~~f----:l-----1f----; ... =f------::t----t---7r---'.1r ----·--7f-~r '--7r=---.::r~!!!.!7----1:__ __ J. ___ ,.. __ -,r-'.j_ _____ --ll i2 it :!: :!: / I,\ UI\TF5 AVLNUE -:j _, DATE~ AVl Nllt -.. ,; I ., I " .. , ,. i ~ ~ : " ~ ? q° 11. / : ~ i ~ / 0: ~ "' ::: :r ;;; ' > w .:, < ,., ~: n q 0 ' f~ < ~ 0 I\ 1.. ,;r~1.1 L_ /\VLNllF :;' ~ .ll "' ' " 4 34 "' ~ ZONE X ~ "' ;;; "" ~ .,, 0 >II ,, it; ,: -H , I 1/y /1 ,rc , 0: ;;: _, b "' :;; "' :r t CORNf ll u, AVfr,,,lJ[ ~ "' ZONE X ~ " ~ :3 0 -" 8 .. IL :;; ~ S _Al A,[f .1 w '1; .., J ~ ;,. 7 7 ~ 1:: 35 7 ~ l'. 0 E c0 ~J.J I ,r, ~ Pl,r_r, l:1 1 J' U) ,/; ' u _ cORNf.LL . "' ' 0,\Hf MO,ir~, "' AVFNUF z 0 "' :i; 0 (J w i, _, _, UI z ~ ;: j' ,. "' "' < ~ ·' " ;'., '5 a. ,. UI "' :5 L r AST',1J\N .\1,H,1.,i: ~ "' ~ ~ ,: "' " :;; ;,, "' U/ ;: II> 0 5 "' z ~ :, 1 ,: z ~ " AVENuE ~ t: F lAS i MAN " ~ ... < w w ~ ;: E EAf,l\1 AN AVF~Ut- U) .,. ,. 0 I LOVI' AVE NUE 7 i Qiu .,. ~"' :, ~f:; ,: ,,, .. (I) ~ 0 .J ..:J 2 it (f) 2 Q LEGEND -SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOO The I'll. annual cti.ra l1ood (JOO.yell' /lood), also krown • the blse flood, Is die - that ha• • !'lb c11,noe of r;elng equaled or e,11:i••lled 11 any gi,en ye,,. The Spedol Flood Hazan1 Areo ;s the .,.. subject lo ftoodng by tho !'lb •nnual chi,q flood , - of Special Ftood Hui/II ndude ZOn.. A, AE, AH. -.0, AR, A99, V and V£. The - Rood ElevlliOn Is Ille wat,r....,rfaa, •levation of the !'lb annual chance flood . ZONE A ZONE AE ZONE AH ZONE AO ZONE AR ZONE A99 ZONE V lONE VE - No Base Flood tlevations determine<!, Base Flood Elevatws O.temrned. Flood dep1hs o/ I to 3 leet (usually """'' of pi,:,dlng); Base Fbod ElevatlO<lS determined. Flood depths of I to 3 fl!et (usually Sl'cel ttow on stopi'lg Urrlln); i,vmgc depths detBlTlined. For c.11~"5 of anuv"'I fan ffooding, ¥ebckies also determined Speoal Flood Harard Alo• formerly protectw from the I'll. annu,t chance llood bV • flood a,,,1,0I svsu,m that was sul!SeQUentt,, deccrtJfred, Zone AR rn<licAtes Iha! lhe lo-me, llood control System is being restoreo to ~ pro(ed on from the 1 qi. cl'1nual chana! or greater flood , lvea 10 be orot octl'd from I % annual cnance flood by • Fed,ra l flood protection systl'ffl under constJuctioo, no Ba~ flood BeY•tlons determined Coas!al flood ,one wrlh veloci!Y haiard (wa-c actton); no ease Flood Ell'YatJons determ1rtcd. Coa<lal Rooa ,one wlh velocrty ha,ar,l (wa-c 11<1.,n); Base Flood l,evations dcte ryn.ned FLOODWAY AREAS IN ZONE AE lhe !loodwt't y 1~ the channel ol i'I stream pk.a an't' adJila.>nt fbodpla1n areas ltlat most be ~Pt free rJ cnooocnmcnt \,,C' l hJt the 1% annual chance flood c.,n be earned wrthout 9Jbs ,,tial lnrrea~ ,n flooJ heigh~ II] lONF X L_j 7 :lNE X ZONL D E=i OTl-lER FLOO D P.REAS lueas of O }~ armua1 c.naocc 1100d; areas 01 I% annual chance flood with t'lvt'fitgt' <ll'pths ot less Ulan I fOOI o, w 0, ara 11c,ge drcas less than I ~i)l't' rr,Ie. and ,1,eas o,ol t'ded bv le---ees from 1 % anriual chance flood OTH ER ARFAS Ale~ dcterrn1rco to tJl' ou~e the O 7% annual «:r:,nce floodolall, M!iK ,,, wh1ct flooo ha,ard~ arc unde1e rm1ned, but possible COASTA L BAR RJ FR RFSOURCES SYSTEM (CBRS ) AREAS OTHERW ISE PROT FCTED /\R E/\5 (OPl\s) CBltS al1..'a~ ano OPAs illl! nonn,"lnv locoltcd wtlhfl or adJar.cnt to Speoal rlood Huan'I Areas. Fcoopta111 oounddfY , bodway boundary l 0<1< 0 boundary • • •• • •• ••• •• • • ••• CHRS and OVA. OOul'ldary I ,, :". ;-3 llo,mda1y d1V <l1>g Spec,al Flood Hataid Al ea< ol drflerent t\clse 1-lood Elevatoos, flood oeuths o, f'ooo vc10C1t1es . -5 13 --Base ~bod E.~auon hn c and value, elt-vaton 1n !Pet• 1EL 98' fj,a~ Food f lie't'at10n value wht'fl! u niform w1th1n clt.'vat1on m feet' rone; ' Refeumccd to tht! North Amcn can Vertical Oa11Jm of 1988 (NAV I) 88 ) (Er--@ ®·······-® 97 0 /'30" lZ 27)0 6000000 M OXS~\O Cross sect on line Gt.'IO(Jraptuc CDOOhn ates referenced to the North Amcncan Dotum ol 19113 (NAO Bl) 1000 meter Unive~I Trdnsvcrsc MC1CiJt or gr F IMM p,111el) W ,P RrPOSI TO l,lf Re!t'r t ,) t.11ap l~eposilorie § t1s 1 un Ma p lnoc\ [lf[C TIVE DAl E O f cou ,rH~OD[ f LOO D IN SURANCE RA l [ MAP Apol 17 1989 EF FE C 1 IVI IJ Alr \51 OF lltVISION1Si TO IIHS PANLL March 4 199 1 Decom0e1 3 1993 Augusl 16 199!> December 1 / 201 0 to upda1e 1114µ fo1m a1 to Cllan ge Saec1al F1ooa Hal ara Areas and 10 cnange 0.1se rrood Elcvat10ns FO( mmmunity map revision tl~to,.y JYIOf to countywde map p.ng, refer to t he Commuml"t' Ma p Hi~ory table loc.ltcd .n the F'ood ln»ur,1ncc St udy report for tn is JUttSOICtJon , To d elc 1m11,c 11 llood 1nsura·1re ,5 ih•a,labfe n 1h1s c:o mmumty contaC1 yo u, insu ran ce agent or call l he Nat anal riooJ l m~wance ProQ,an1 at 1 800 G.!8 6670 250 150 ~~~lf' I I @b [!ill I 2) (!&) ~ = @ ~ d ill!:, d ~ r::=:-. MAP SCALE 1" = 500 ' 0 500 0 150 PANEL FIRM 1~m METERS 300 016 1K FLOOD INSURAN CE RATE MAP ARA PAHOE COUN TY , COLORA DO AND l :'1/COHPORATED AHEAS PANEL 161 OF 725 fSEE MI\P IN DE X FOR FIRM PANE L LAYOUT) CONTAINS COMMUNI TY NUMBER PANEL ~ LNC l FWOOO Cl rv Of =,. Oi (i1 K NolJco to Uso1 The Map NumMr shown below should be used when p'8a ng map orders; lhe Communily Numbtlf ahOWltf'I at>ovo should be used on Insurance 11ppl cetion1 for 1he subject communrry. MAP NUMBER ftOl\l\ll'l'ft• 1t•II This map Is tor uie in ao1nms1eung 111v ,..,011u,.o, , ,vvw ,.,_,, .... __ .. -o· -.. does nol necessarily ldenMy all a;ea s sub1cct to flooding , pano ?ilarly from Jocal m"ainage sources of small Sill!, Th e community map repo111o ry should be consulted for possible updateu or add111onal flood hazard lnformallon To obta,n m()(e detailed 1,1formatl on "' ,ueas wh ere Base Flood ElevaUons (BF Es) and/()( floodw1y1 ha ve been dPI P1111111ed u sers are oncouragod 10 consull lh e Flood Profile1; and Floodway Ottid ,111<1/or Su mmary of Slillwatcr Elevat ions tables contao1ed w1 th,n th e FIOOd 1ns11r A111.e Study {FI S) report th at accompani es th is FIRM useri shr,u ld be aware 1ha1 BF Es shown on th e ~ IR M represen t rounded whole-foo t el evat ,ons fhes~ Bl rs nre Intended for llood ,nsurance rating purpose s ,Jniy and should nol ,,., used as Jhe sole source of nood e1eva1lon 11forma1iun Accord,ngly. ll00<J clev,111011 data p,csented 111 the FIS report r.lloula be u1111zed ,n oon 1un1 1,011 v111h lhe ~ IRM for purposes ol c:onsl ructlon and'or noodpla,n ma nagc111e11 1 Coaata l Rut Flood Elevations :.t 1ov111 on 1111s map app ly only la mlward ol O O' Nortl , A nencan Vertica l 0,1111111 ol 1988 (NAV O 88) us I S ol Jh,s FIRM sf1oulJ bo aware lh.;t coastal llmol clcvat,ons arc also pro vided ,n the Su mmary of St,IINater Elcva11ons lalrlP ,,, Jhe Hood Insurance St udy report for 1h1s 1unsd1C110 1 Eleva11ons shown "' 11c Su m111a1y of lrllwate, [levallon s table should be used f o 1 cons1ruc 1101, c1 11, 1 nr tlooctplain nwnagerncnt Pl ll pose s wht!fl they are h'!lher than Jhe e1e va1111n, ,11own 011 in ,s ~IHM Bounda 11es o f Jhe fl oodways wor c1J1n11111o•cl at uos scct,on, ,111<1 ,r 1or po1a1ed bf'lweon cross se-::1IO11s 1 he floodway-.. ,•w1c bahed on hyd1c1u l1c cor1s,derat1011s wolh regar d 10 ,e,,uirements of lhe N,11 ,rn,.01 Flood 111su1 an ce Program Floodway w1cllhs and otheI p e 11InenI lloO<twRy ,i,111 .1I r p1ov1dcd in lhc f lood tn surancP Study repo,t 101 1111s 1unsd, 1011 Ce11,-un area s not III Sµ caol I lood 11.1: 1111 AleL,~ r1My b,, p1ot r lt>d hy flood contro l structures Rel , to $l'', ., I 4 'Tlood ProtPChun fJ easw s" 01 m r ~ load lnswarcc S1l1dy rnpo lt l'l1tn,Illu11 oi1 llood co111 roI 11;fIrn lure!. Ir,, m,"' 1urisd1ctmn 1 he pro1echo n u s d 1n ltH' p1 l 'JM1,,1 1 1 t h11., 111,ip ~·M •, Un1vr-1~.11 I r.m svrr~~e IJ~• "1101 (UT M) /OIi~ I'.! 11 ,, ho ro1,1111 a1 <1a1 11rn ""'' N/\DR) I ,i<t,l ~RO spheroid Odtor en :;o~ 111 r lJh1111 ..,,,,, ,,,, p1ow1t1oi1 t11 U IM 10 111•, 11SP 1l 11 1 Hie p1oduC1 1011 o f I IR M~ lo, .-u11dc 1•111 , t,1,1,onr, 111,,v r,,,,I11 1n ,11CJhl fX1~1hOlldl <.htter en ccs Hl ma p le tilurr~ ,1uo ,• ,d 1d1nn bo u 11(j.111es 1111-.~f'I o,t1I•rt•ncc ~ dO 1101 at1ocI m e .In ·..l11nI .y 01 um, ~ 1 r.1 F lood elt•vc1 11um, ,11 tt u~ fT',11 .ir1• ,, 1, ,,., ,111 11 thr1 Nnrl h ArnP1 1r.a n VN11r.r11 Datum of 1988 I new llnod t' t•v.1 1 11 r11L1 ...,1 h•' r:1l 111µar(•d to 5-l ruc:tw P and qro ImCJ c lovaI1om rrl l 1 1P1u .t1tl lo II, .unt. ... vo rt,cal di-t tum I nr 111l 0 11 naho11 ,,..9a,o,no co nv£1t sIon btl!W11('11 o ,.. · •. ,, ,11,,l r ,,•wh •11c v,,,1,cal Dr1Iu 111 o f l92Q nnrt U1 P N orm /'111c1111 .. rn V1•f).(J I ll,11,11·• o r l 1 1Bli v1"i1t Ill e NJII01M I Geod el1c S urvt:y wf'bSrlc ;.I tltl p 11 v.vM nq!-t 110.1.1 1 ,11 or c1J11 l.1L1 llw Na11011a l U eodc11 c S urvey ill lhfl t o!l,iw111g ,ld<Jrpf,\ NL,~ l1llrn 111.11101 b,1 1vu t '"i NOAA NINI ;1, I 2 NiJIIOll:JI G f•O{Jl1 l1C :,tJIVPy SMC. .I. #q207 131 '1 f .-1!-! WP<,I H1qhw,1y Silvl'I Spnnq Mil 209111 IIA7 t O ohld in current t"'IPvdt1011 cl c:s,:nptum 111d qr 101 dl10,, 1nfo nna110 11 tor benc h m ar ks stm wn Oi l 11II~ 111Jp plt!.IM1 t.l)lllcl•.I 11,,, lnl (lllllJIIOll Scrv11.C S IJrdnc h o f the Na 11on.11 (;codct1< S1H\ll'y "' (301 ) 7 13 -32 42. or v,s,1 ,1, wc 1Js,1 e ill llll p 11wwv, ngs noa I uov Basu map llllo1111a on wwn on 1111, I n~r.1 ~-,.1-; pr uv,dccl by th A rapa11oe Cmm l y m11 l C111 os ol A11ro1 ,1 and ( 1IIIP \0ll ( ti~ d••ph I ht• t':OOldlll (II C ~y l.il1.~r11 used !or p1od11L11Qrl ol llle d1g11 JI r ll{M i-. Urnv,,,.._.1I 1,.111svf.!P,•' 1,1,,,c,tlo r /o nr-1 '.l N 1t•I rnncr·d to tilt> N nrI1l /\m ern:.tn D a tum o l 10 J amt t/1£1 1 ,H~ ttO ~pl1e101d V\Jt.'51Clll, lc111,spho1n 111,.._ m,1p n,:llor.l~ n·'11t' 1lf\l ,11lrd ,,ml uf .. ru •l t lh' st ream c hannel co11f1gura11ons 1t1J11 thosr• ~11ow11 0 11 tt,e prov,ouc; I ll<i r .1 lrn llu.., 1u11 sc l1ct1011 I hi' fl nudpl,llt\S dll'i lloodw,1ys t1 1.1t wc 1t• lr,111sl ~Hell h J11' !IU:.' µrP v1ou ~ I IHfi.1 rn,1y h~1vc t.Je~11 ,1d 1u s 1Cd ID w11l01111 10 II WSC l lt'W •.!J(>J rll c hctn n('I c,;c,n f1qw .11101H, A s ii , '-ll ll ttw 1 1ouc1 I 1rnf1IP ', Lmd r lo1111v,. 1v fldta 1.it,li>.., 111 the 1 food l11swiJncc Study report (1vh1( 11 co111c1m s ,wthor1t ,lt1,w 11ydrtwhc datai 111.Iy rollucl s!red rn dMl\llCI d 1slar1CP<. 111~11 lllfl or 1{')111 Wll,11 , ... ,mwn o n Um; lllclP Corpo rate hmils ..,t,o wn o n t1 11s 111,111 111• t1nS{'CI on lh1"' t1rs1 tl ;:it A ,wrnlr1hl r 111 lhP 111111• o f pu blK .. 11,on llr-r..;111S(lo c.h.11 1q, .. d u •' 10 ,11111t'AJl 1 r1!-"' t1P ,Hll h"x:111011.s m ,1y t1,Ivt• oo:urn•d all "r I h1 m ;1p w., ... pul)IL-;hrd ,n,n• u">PI \ c:;.t1oultJ Cl)IIIJCI ,1pprop11,lltJ COl11111Lflll y o lfir:1c1l s 10 vo,1tv 1111 1•111 COIPO!illt..• 1111111 IOeillton s Plc,t ~r 1r le 1 10 l hl · scpill .lln ly p11111eu M,1µ l 11dex fm .111 OVfH Yll."'\V maµ ut Ute (Olu1 1y st1ow111q lh1• layou t of n1<1p p .I111"1 •, t:t)11 11m11111v m r1 p I opos!lory dtlL1Ie ses Jllfl d ( H,lrllQ of (ommw11h1:!S lil b lC' , ,,,,·,utu HJ N ,llt()ll,II I loorl 111',l,llilllfP P1ou 1am dill •s Im radl COlllll ,U11tly ilS well .. , I h~!llll.) ot lh{! P dllf'I~ on wtuch eact1 r.o rnmurnty Is located Conl ,clCl lllC FEM A Map Service Ce111t •r II 1 HOO 318 t.ltl l ll tu, 111lo 1111Jt1011 0 11 civndable prod11 d s :iss urJ alod w 11ti 1•1,•. t H~~,I /'•v,ul llllP proour.rs may 111ch1<Jc p, •v1om,ly ,ssued Lett , s ot M ap , 11111qp ,1 Flood l n5;w ance Study ref)Orr J n(J/0I (Jrg1 IJ I VOf SflllS o l 11 I1S map 11 , i I r ... 1,\ r\lr.tp ~,11v1ce Cent er IH,ly cllSO bC readwd by l'ax a t 1 BOO-'.l:18 96:J O 11 1!' ,1~, wcb~11t• ill hllp 1/1,,wM 111sc l fl111a govt II yo u hflVC' quest ions abOtll this tllit p d i llllf'S11UII~ r,o m;o 111111g l h e N allonal I lood lllSllf,III CC P1 cg1a111 oil ye11 e1al rl,· , •... ' ,1111-877 -FEMA MAP 11 877 336 2627) 01 v,s,t Jhc 1-1 Mil website al hllp //\vs11·, t,•111a qovl 5306 '89 '4 ~ 188t:'J~• N M " ;; ..J w z .,: a. (/) z 6 -, t M 1· 01 i $IUD'!' .'I rlllt.1• /\ 'F t,,;L'E >-.: )-,,: zQ :::J a: 81'.i! n:1(/) w u. >o z >-w )- OiJ ,., .. '" °' !;;; "' f ~ ,\ IUI 1, 0: .. y 0 ? " \V "· w 0: :,, :t w , 0 C' , , .. N,LNIJI o.n ii' d u ~ C ZONE X • !'1 . IM,(1.'IJi\tr t,,,:t,D l FF IWFI\\.,( ..... =·: -•L rP (= CIT Y OF SHER IDAN tlTY OFENG LEWOO HAUl.1 11 n~ \ti .\,L 'lllf-t----"c.__ \V :: 'l,'•'hf!llU ZONE X u. fi' .,, , .,, ·.v ,1 t'rd,lf' ZONE X \ \ ,,, (JI Ill l 'I I I II UI I ', 04 / CITY OF SHERIDAN cl u w Q 1¾ ANNUAL CHANCE FL OOD DISCH ARGE CON TAINED IN o;HANNEL \R .\l'.\IIOE COl'\'I) \l:\CORl'Olt\TEI) \IH. \!-I Ollll ll l I \ I I j 080018 ,\,F\UL: -·-.+-• H/\llUOM) \R \l'.\1101•: ('01 \I) I \l\('Ol<l'OR \TEI> \IH. \,, OXlllll I NOTE: MAP AREA SHOWN ON THIS PANEL IS LOCATED WIT HIN TOWNSHIP 4 SOUTH , RANGE 68 WEST AND TOWNSHIP 5 SOUTH, RANGE 68 WEST . I \': \R.\l'.\IIOE C ot\ n l \I\CO IH'OI{ \TE D \HI-: \S 0801111 1 '1a AI\NU AL CHANCE FLOOD OISCfIARGE CONT AINEO IN CHAN NEL I CTI, OI l ·.\Cl.E\\ (Hll> 118:-0i ~ C ITY OF ENGLEWOCO CITY OF LITTLETO·-i - Cl 1, OF I.I I I LETO\ IIK(III I ' 1:, n ';; \ South l'forri· li110·r 'I ZONE X ZONE X ./ > < z ,./,llCI ;:; Jl ... rr .ur Cl I'\ 01· F \(; I I·.\\ 001) OH~O'~ T 004 S T 005 S ·. \F1"'IHU 1,.>t ,\1 F C', ~ 0 ..J r--::----;-,,-,,..i,,r.,., .,., _-,_,,., .,., ,.._ .--l ~ t rt . r l ',::·' t~ -u ,7 a: . :;; '.'t' ',l A/~;:t,R[~ t.VFtit!F IJJ z 6 -, ZONEX ,, ..... ., .......... , ....... ~ .... '""IV , ..... ,-· ·---,, -------· • tho1 has • 1 % chance ol being equaled o, e,12«"'1 In l'1\' 9""" ye•. The Sjledlf AooCI Hozord °""" Is 1he ,>rN subject to floodr19 by the 1% ann.al chltia! floocl. AIUI ol Soeci.i Flood Hazan! ridooe Zones A, AE, AH, AD, AR, A99, V •nd VE. The IIHI! AooCI E~otion is the wa1er -surfaa, eleva tion of 1he 1 % ,nnual chance flood . ZONE A ZONE AE ZONE Al◄ ZONE AO ZONE AR ZONE A99 ZON E V l OME VL No !lase Food ElevabOnS determined. 11115" Fbod Elevltlons clelermlned . Flood dcp1hs or 1 10 3 fttt (usualtv areas of ponding); Base ElevatO"IS determ ined, Flood depths or I to 3 feet (US11altv sheet ,'low on siolling ave,,aoi: ctp!hs determ,nl'd . For are,s of a~uvial fan flooding, a~ dctLYmineo .:ipeoal Flood Hat~rd Area forme rly protected rrom the 1 % annual chance flood Dy a flood control sy <tem that was OJb5equenl!y decertofieo Zone AR indicare,; lha l the former flood con11ol system i5 being restored to pro-.nde protection from th! l % annual chance or greater flooO Alea to be prt>lected from 1 % "Mual chance flood by a nood protection system under conswruon: no Base Flood detc,,mirted Coastal nro<J ,one with veloc,r; hamd (wa"" act1011): no Base Flevat10,1s dete,mined. Coa,ldl ~ood 1orot• wnh vcloc •Y hazard (wave actlcln ), Base Elevalons detemi1ned FLOODWA Y AREAS IN ZONE AE lhc lb.'l'.lwav ,s the cnannel c,f a sa ,eam plus any aajacent floodplain are11s that mu st be kept fr1,-e of t't'lcroachme'lt so that the 1 llib annua l chance flood can be carril'd w1thout S1JOS~n11a1 increases 1n flood heights CJ 70NF X CJ ZON [ X lONL D OTHER FLOOD AREAS i\rca-.. a l O ;tq,r, c,mua1 chal"ICC floOd , ar ea~ of l~ annual chanO!' flood with .l'li"hKJP d!pths of le\~ than l l oot or wll:h dranage areas less than I ~uart• m1k: ano ollCil!i D!Ull'Ch!d 0y le~cs from 1% annual Chance flood OTHER /IRE/IS JW~ !Jetcnrnni'd to be outside tt1~ 0 /~ dnnual chance !loodp~in . Arca!:> 1n which flood hdJdrd!:> drc undc tcrnuned, but IX)SS1ble. CC /\STAL BARR I ER RESOURCES SYSTE M (CB RS ) AREAS OTHERWISE: PROTECTED AR EAS (OPAs) CBRS dtCd!l ,ind OPA~ al{' normally located w th in or dCJ OCCnt to Spooa l t IOOd Hal.lrd r1ooop la1n boundtW'V ................. floodwc1y boundary Zone D boundar,· CURS and OPA boundary Bound;,ry d 1vid1ng Special rlood t-ta,a,d "reas of d1f!ercn1 Base t-lOOd r~valoos. f'lood deot11s or t'ood vebccties ~se Flood t:lcvdt1011 ~ne iWld value, elevatioo in feet • cJ,a5e Hood f levat(u1 vdlu c where unifor m w1th1n '?le'vation in feet • • Rl'ferenced to the Norltt Amcman Vertical Datorn of 1988 (NAVO 88) @---@ ®-------® 6000000 M DX 5~t 0 • M t 5 :ioss t.t.'Cl-on line- r ranMX:t Inc 3C<>graphic COOl'0111ates retert"l'lCed to the North Amencan Jollum of JqRJ (NAO 83 ) 1000 ,nctcr Un rvNxH I ransversc Mercator gr d 10,, ,one ,000.1001 grid llcks New York Sta te Plane -.-ystcrn, cast ronc (HPS/ONt 3101 ), l rcmsverse Mercator \enc h mork (see e•P,anato n in No te!. 10 UM:1s section n1s f IR M panel ) M,,1' llcl-'051 I 0 '-111: 5 P ,,tc1 10 M a~1 qcrios110,1cs l1s 1 on M ao Inc~~ EF~E CIIVL :J A 'E OFGOL NT Y~'\'IO E t l ()()') 1t,sim,\NCr: IM ' r MAP ;.,,r,1 1 • 1%9 EF"L. VE ·'" ;f 1:': or '<~Vi: H II 5 r o 1111S p,.N L r,..1J1,;'l ~ • ~·1 I Pt•cerm>..:• J 'tl'l .1 •\uiJ.,St 1 f1 1995 Decenme r 1 ~ :010 1--.. ,, I.II~ rn.ip 101111,11 10 .1•Jngf' .ipcc wt F1wu •1a~ard Aieas an d 10 c.hange 8Jse F OOd El t!Vdt1ons For mmmumty m;,p 1cv1s10n r 1st()f)' pt1or to countyw1de mapping, refer t o the Community Map History !able loca100 ., 1t1!.! Flood l n~rancc Sc:udy report fo r th is 1ur1sd1ct1on. To de1e1rrnnt' 1f noon ,,i,..urJ rce s ,1~a11ao1c m 1111s convn .. m1ty co nia.::I ,I9,•nt or call !he Nat•o'" ,1 r ooJ ln su,.incti P rogr,m1 ar I 600-638 0020 250 150 ~le_·~ ' ..J :=-, l.::; ..... ~- ~ ~ (,-,"'-~ rt:i"L i.::.::: llL: ~ 7L'. ~ ~ ~ @5) ~ = ~ ~ ,-d D:!b c:::l ~ © = MAP SC ALE 1 .. = 500 ' 0 500 0 150 10~m METERS 300 PANEL 0144K FIRM FLOOD INSURANCE RA TE MAP A RAP A HOE COUNTY, CO LOl~A DO A~O l ~CORPOIUTED A RE AS PANEL 144 OF 725 (SEE MAP INDEX FOR F IRM P/\NEL QQ!:llAI I'!~ l;_QMMUNl'l't NUMBE R PANE.!. ARAf'l,H'.Jl (1,.;U'• I Y Ot!OCH I l)ld4 L'll.,LLV'.OJJ ,;1' i Cl 39~1~ 0 144 U'ILL1UN c,1 v o 1 i}8001 1 01 44 S1 ·L~i.)M,. (T 'I J F OP-0016 01.:A K K " Noltce 10 Use, Tho Map Number shown be'ow should used when 1,111c,ng map ord~~ !ho Community Numbu &how obovc should be used on insurance appllca1ton1 k11 the subJt, (."OIIWTIUntly This map is fo r use in admmlstering th e Nation al Flood Insurance Progra m II does not necessa,ily Identi fy all areas subject lo flooding . pa~1,:.,la~1 from local dra inage source r of sma ll size The com m unity map repo1il ory sho uld be consulted for possible updaled Of add11 1onal fl ood hazard 1nf ormallon 1 o obtain more detaile d informallon III areas where B11e Flood Elevations (BFEs) 1. 'ld/0< floodwayt have been de lermlned , use rs are encouraged lo consu lt the Floou Profile s and Floodway Data a nd/or Summary of Shllwal er Eleval1on s !abl es c.on tafled w1 lh11 l the Flood In surance Sludy (FlS) repo rt lh at accompa nies this FIRM . User s sn ould be awar e lhal BFEs shown on the FIRM represent rounded whole8 fo:>1 el ova11ons Thc s OF Es ard intended for 1100d insuran ce rating purposes only and sho uld 1101 be used as th e sole sour ce of nood elevation in formal.on A ccordingly , fl oo d el cvahon data presented 1n th e FI S report should be ullllzed 1n co n1 un ct1on w1111 1he FI RM IOf purposes al con struction and/or ll oodp la1n manaq en"lf'n r Coas tal Bas e Flood Eleva t io ns ~,own on 111 Is map apply only landwaid of O O' Nor1h America n Vor11 ca l n.uu m o f 1988 (f\:AVD 88 ) Use rs o f lh1s FIRM should be ,1war c th~I coasta l llood el evah o ns ar e al so provided In the Summary ol S l 1thvat er Elevauons UUl le 111 IM Flood ln su,a ncc S1udy rc porl for tt,1 s 1unsd1C11 on Elcvallon s show11 111 lhe Summary o l Sl1ltwa l or Elevation s 1ab le should be used lor co nslru chon rtrld/0 1 tl oodplam ma"agemenr purposes wh e n 1 ►1ey ar h1gt1er rnan me cl e vm 1ons shown o n this FIRM Bou ndam:s o f lhe fl oodways were r.o mpu ted al cross scc11011s a11d 111 1ci po la l cd betw een cross so<:l Io rI s f hc l lvO dw ayc. were t:>:l sc d on hyd rauhc co ns1dera hons wirt1 regar d 10 requucrnc 11t~ ol th e Nd hona1 n oo d Insura nce Prog ra m rl()o dway wi d l hs a11d 01h01 po rhnc nt noodwoy d.it,1 are provteled 111 ttl e Fl ood lnsw a ncc Study re port tor 1111 s 1u11 scl 1ctI on Co rlain a, as not In Sp('r,rnl I lood 11 ,11,ud Am as may bu p1 01oc tcd by llood co ntrol 11ru ct ures . He i er to S t•1,h11n '/ 4 · 1 loot1 Pro 10c11on Measures" ot lhO I !noel ln surani:o , lu tly rn porl l w 11 ,Iorr n,1tIU1 1 0 11 ll om l con1 ro l :-.lrucluie~ t r Umi JW IS(h 10:) lt~e pr oj,,c,(0 11 U!iCd Ill tllC prnp,1I ,1111 111 q/ Hus 111,lp Wrl~ Umvcr~al l l ,lll!)Vl!450 Mrnc:11 01 {U IM) ,one 13 l 11t~ l!o n,0 111al datum w,1~ NAD8.:i GHS 1qao spheroid l l rll o,011,., .. , 111 oa 1u111 , 1,t1,•r111r1 111 t11 t•c1,on or U IM 10110~ 1,so d 111 th e p1 0du c11on of 'll~Ms for .1d 1~11.e111 1w1..,1 J1choI 1.., m,1y 1esull 111 sI19 1,1 µos!1 Ion aI d1tler c 11cc:-s ,n rn ,1p l o,1I U1 •''i ar.ro v, 11111•,d1 r.1Ion ho,1mlnnrs l hP.SI" chtl m c11 r.cs do not ;itt Cl I/IC dCO.Hacy o l 1111 <; f lf J (,i rlood cl ~vahon s on 1111 -. ma p ,ir e 11•t••1 ••rn.c-1 to til e No,111 l\rnc,1c,.11 1 Vcr11 r.a l l)a l w n o! 1988 1'1 ef~ l loor l ('IP V,11 1011"', lllll'il be c:or 11p,u otl lo Sh lJC11Jn? and g10 1111d elcvall ons 1e1mc 11 •:t.1<l 10 1/11 • • .. m 11 • vertica l da tu m . I or 111fo rmah on 1oga rd1ng CO l1VCI S10 11 l)f'IWCCfl 11,,. N,11 1011 ,11 1;PO(ICl1r. Vc rtt c:i l f),11 1111, ol l !J JU tmd th e Norin Arnr 11c.1n Vr ,111: ... 11 P,11t rn 1 u l 11J8H 111!>1 1 Ille N;ir 1onr1 I Goo dct 1r. Survey wcbs1 le n t l lll p //www ngs nn.i.i •11,vf o, c.1)r1 1tt c! lhc Nc111 011d l G eodet ic Surv ey at th e l o!lc,w mg r1 tlrJt p..,.., NGS Inf or 11 1i1 h OII Snv1c('~ NOAA , N/NGS I ~ Na \10 11 .11 Goodcllc Sw vey S M , 1, #9 20 2 131 5 L .i sl Wes t H1qhway Silve r S pnn g. MU 2U9 10 328 2 r o obt ;i111 ;:unent elc va hO n dc smpho11 .1w 11or loc.-,11011111 lorma t1011 101 benc h mark s Sh own on lh1 s milp, p!c a~e <:0 111.11 1 lllO 1n1 on na 11o n Servi ces Bran ch ol 1hr. Nat1 onaI C O(ICILC Surve y ,II (3 0 1) 713 -3242 , 01 VI SII it s website at t11 1p 1/www nu s 11oa;1 go v/ Base ma 1> 1nforr1 1~11on SllOWll Oil 1t11i; I IHM W.'1 S pr ovi ded by lh e Arap ah uv Co1 mly d lHl C1hes o l Auro,a a nd I 11!1 01011 GIS d,•pt "i r hc coo r(hna te syslem used ror prod11d 1on 01 tlle c11 g11aI I !HM Is Un1ve 1sr1 I -, ,an sv,,,..,,, Mcrc.11 or /onr 13N relrn cnr.cd to lhc Non t1 /\1ne11c;:i 11 Dalum or 198 3 and tt11• ( ,IJS 80 spt1<:ro1d Wcs1c,n He1n1sphere I h1 s ma p re ll ccl s 1M rc de tai led and up In dat e s trea rn c h annel conliguralions 111 an IIIO SC st,own on Ille prcvto us I 11-a,,1 !or 1111 s ;:u 1sd 1cl1 un I he ll oodplams ,md llooclw ays 1ha1 were lra11 s1on cd 11 ,Hn tt 1c p,c v1011 s F IHM may llavc oee n JdjllSl(•d to CO llf(l r tn 10 11 10S0 ll1'W <;lff.!:U ll ch.1111 1cl co11f1gura ltons As a l f"!!.(llt lh e rlood rrnl1l es ;11 1d I h imlW,I ',' '.).ti.I Wh lf:S ,n the Flo od Insu ra nce $/11dy report (wll1 ch co11/a1n s aur110 ,11,11 1ve hydrauh c da ta) may •ef1e( t str eam channel di stan ces lhal d1 tl ei hom wh.i l 1.., ~huwn on Hu s map Co rporate llrulta st 1own o n ltl1 S I11Jp ,11 0 t>11sod on lhc bcsl dald available at \ho 11111e ol pubhcaho , Boc..,uso di,tn(I{•"', clu e to aimc •al1 o ns o r de anoe xa M ns 111,1y hnvc occurr ed ;111,,, ltu s m.111 w,1 .., pulJh..,llfld . rn;ip usm s should rontact a pµ1Dp1w l o co11m1w 111y olfi c1c1I s to v,•11 ty ,.11111 •11 1 co rpornr c hmrl locn r1o r1 s Plc.tsc l t.'lcr 10 lllC' separ illely p11ntt.·t1 Map /11 d ox fw :m ov ervi ew ma p of !he co un ty st10w111 y rf lf• r,,y oui ol 11 1,.1p 11 ,11 11 •1 ~. cu111111w11ly llldp repos 1l orv addr osse s Jnd d I 1str ng or Co rnrnun 1l1 c s lab lc , 1u 1t.rn 11 ng No1I 1ona l rlood In suran ce Prngram dat s lor cad, cc11111 nun1 1y a s wrll ,1.., ,1 11s111 1g ol lhc p;in cls on wlur:t1 e;ich rl"I ITllll!Jfllly IS localed Cor l!act til e FEM A Map Service Cen ter .11 1 AOO :1!i8 961 6 for u11 0,mat 1o n on ;ivm l;i hlc produel s ,1 ssoa at cll with 1111 ... I IHt\1 Ava ilable µr odu cts may u1c tude prnv,ou sly 1ssuoc1 t enc,s o r r,1r1 p t 11,111qc c1 Floo d lr1 s11ra11 ce Study re porr , arIj/m a1n1:a l version s ol ttu s 111r1 p -, 11r> , 1 t111I\ Map S1•1v1ce Cu1 11c 1 may al so IJe rcad1cd by fax at I 800 358 9G 20 ,111,1 11s wobs,t a1 http 11·.-,ww rn sc fe rna g v/ 11 y ou 11avc questions abo ut th is map or q11 es hm1 s o,ncc111 In9 lt 1e N;111ona 1 Flood Insurance Pr ogram 111 ~IL\ncr;i l, p lo •;.i ..,,, 1 r!ll 1 -877 -FE MA MAP i 1 8 77 336 262 7 ) 01 v1st1 lhe FE M/\ webs11c al r11 q> llwwv-1 !fl m;:i gov/ 4 95 ooom E 10, 03·45 00 " JOINS PANE L 0 14 1 3tJ 39 22 ~0" l ________________ , _________________________ __:.=:_~_:_:_::::_:_:_:_:_;_ ______________________________________________________ _.n __ , .. ~ .... ~ r~~ 39 3m ;~- 0 "' 0 -' LU z < Q. 1/) z 6 -, 39 3~3000 '------------------ NOTE : MAP AREA SHOWN O N THIS PANEL IS LOCATED WITH IN TOW NSHIP 4 SOUTH, RAN GE 68 WEST AND TOWNSHIP 5 SOUTH , RANGE 69 WEST. .'.l 1 I• r ,M, 616 ~ 32 ~I~, LU 0 >I z < LU Q. 0 < ~ .1,1 ·, ! ZONE X 0 1· ~I H 111 1) \ \ I IISIIII IS I L __ ~ w UII Nl V /\V I.N UL n n OF .,11 ERi IJ \ '\ IIXllfllS ~ V-. lOGI ~.lOOR! 11 1:,1 1 5 ~ 0 w u W '\l'l li'\N ZONE X RO/ID 0:: w > ,jj l----''"-"'---'----'""'o"',"'''~ 0 C ITY Of SHERIDAN CITY or ENGL EW OD '; , ·, ]t i ' f,VL N Ut -DE NV ER CO UN TY C'I l'Y OF L '\Cl.El\ 0011 flS,11 7~ ZON E X !-:,IQV,1ll BO.;,'\l"',J .. ., 0 -' w z < Q. {/) z Q PR OFILE BASE LI NE 39 37'3 0 00- Flood Hazard ,.,,. 1$ the area sub,ect to nooa111,1 l,y UC , ...... , .. _, .,. __ ···~-· of Special Fk>ud Hazant OO ude Zones A, AE, AH, '10 , AR, A99, V and VE. T1le Fk>od EleYatioo ls the water-surface e~atlon d the t ~ annual chlnce f\ood , ZONE A ZONE AE ZONE AH ZONE AO ZO NE AR No Base Flood Elevations determint!d . Uase Fbod Elevations determined . Flood oepthi of 1 to 3 f~ (usually areas of ponding); Bise Elevat10ns dete rm ined , Fbod dr.pths of I to 3 a11erage depths determlled . also de tcrminm. Spcoal flooel tlalllrd Area forme rly protected from cha nce flood by a ftx>d control system that was !illt,sequen ZONE A99 ZONE V ZONE VE - deCertlfied Zon e AR Ir-id eates that the fanner flood control system being restor!Xl to p,oYlde protection from the 1 CM! ;)11nual ctlence grea\.:;r flood . Aten to be protected from I ~ amual ch ance flood by ft00.1 proted.l(J n system under cons tru ction ; no Ba fe Flood de: 'l'mmed Coas ta l lklod ,one with velocity hazard (wave Kt.ion); no Bak. Bevatl(.."lS dt.'t!!nmned , Coasta l nooa ~ with velocly haurrd {wave ect.1011); Base El l!V ations de te,111,ned . Fi.OODWAY AR EAS IN ZO NE AE l he lloodway Is the channel of a strea m pkJ!>. an y ~,act.-nl floodplain arws that must M!pt free of cncr oa chmt.'ll t so 1ha1 the 1% annual chance flood can be carried w' 5Ubsl ant1al mcnmscs 111 flo od ncig hts OTHER FLOOD AREAS ZON E X Ale.h ot O /% an nual ct1ancc flood, J1cas ot 1% an nua l Ch..''IHE flood wItt1 i1 VC139 c depth, ot k>Ss ttian I foot or with dr ar1 ,1ge areas less thali 1 <,qu m l' rn,,c , and area:i. p,otcctcd by levees from 1% annual cha nc CJ ZON.X ZON1..~ nooo OTHER AREAS Aleas Ot!tc ,m1nt.'Cl 10 be outSIC!c the o 2% annual ch ance Oooclplar,. Atcas m which f1ood ht1 1Jrds 11rc un<l ct 2rm1ncd , but possible . COASTA L BAR RI ER RFSOURCES SYSTEM (CBRS) AREAS OTHFRW I SE Pl lOTECT ED AR EAS (OP As ) CUR S area s and OP A:i. ,1 11: norm dll y located w1th r1 01 JdJ accnt tro :ip eoal Flood Ha.card fl0 od pl,t1 r-001.m ddf)' flOodwav t1ou na..1ry lon~ D bound ary CBRS ar.d OPA b0t1nd ary '--------•-' -Uound t ry d1vidng Soc oal Flood Hotard Areas of differen t -.--s,3-- (EL 9A7\ Base t lOOO Elcv,111on s, f lood depths or flood velocllies. Uase Hood Elevati on hn c and va lue; i.-lt.>vatoo 1n feer Base F'ood f le11at10 n vak1e wtu.'«! unrform w1th1n elcv atl0f1 m feet ' • Referenced to the North Amcrn:.an Vert ica l Oa1u m ol 19M (NAV O 88 ) ©---@ ®--------@ 9 1 ono· J2 22Jo 6000000 M OX55 !0 •M l 5 Cross sect on I Ill(! llanS(..,:t Inc Gt.'ographic roord .-iat cs refer en ced to lhc No rt' Amencan Datum of 193) (NAO Bl) 1000 meter uni-.i e,s;i l l 1ai,svc rsc Mr.rea lm grr:1 ticks, 1one ~loot gnO hcks New Ynrli. Sta t e Plane ,;ystem, east mne (HPSl.ONE 3101), Henc h mark (see crpMnat lOll !hrs /-/M M panel) M/1P H[POSJJO RI! S ~el1•r ro Mao eposI 1oncs 115 1 o n Map ln<lt!\ frf(C TIVF DAI i: Or CO UNfYV"o.101 Ft JOU IN SU RA NC( Ri1 11 M A.P .-\pr1I 1 l 19 89 l 1 f l C l IVL o rdl 1s1 Of R[V1Sk1 N(SI 10 TH IS P,l N[L Maren 4 199 1 necem b<:r ~ 19t•' Augus l 16 1995 ~.~~:1~:d1[,,,~~:l~r\S,IO update 11mp lom, .. t to cn an9e Sr,t1 C1 ill nooo M<l h lld AH!,IS and !0 Ch ang t-o, oommu n1ty map 1ev1s 10n hrstory p,1 0, to counlyw10C map p111g, refer tc :,,c Co mmunity Map History table loca ted 1n the Flooa lns u,;mce Study report for th1 :i. Junschellon . lo oe1err11111e ,t nood ,nsur;111cc 1s a\ailab l~ m 111 ,s ,:.o rnmum1y co111a c1 agen1 or call 11•0 N;11,onal Flc ou Insu ran ce Progr il m JL 1 SQQ. 638 20 250 150 MAP SCALE 1" • 500 ' 0 500 150 1ooim METERS JOO PA NEL J1 43K FIRM FLOO D INSU RANC E RAT E MAP ARAPAHOE C O UN TY, C OLORADO AND I NCORPOR.-\TED AREAS PANEL 143 OF 725 (SE E MAP IN DEX FOR ~ONTAINS COMM!,!NITY ~ PANEL APAPAHOE cou m v 0800 ' i 0 143 ENGL"''-rOOD CITV OF 085074 0 143 LllTL(TC--: CH VOF 060017 0 l4J !>l+EI-I ID AN cirv OF OBOO\'! 0 143 K K K Noti ce to User The M1p Nurnber shown below should usod when pla ang map ordeni , lho Community Number show above &hould be used on insu no,tee 1tpplica1ions !or lhe subje community 1 n11 map 11 tor u• In admm lslen ng the National Flood In surance Prog ram 11 does not necesurlly Identify all areas sub1ect to llood1 11 g, particula rly fro m local drainage sou rces of small size . The comu;:,mi ty map repository should t>e consulted for posslble upclaled or ack1111 on a1 fl0<.1d hazard inforrnallan fo obtain more 113t ailod informalion in areas wher e Base Flood Elcvationt:. (BFEs) ;..nd/or floodways have been deterrrnned . use rs are en r.o ur aged lo co n su lt th e Flood Profdes and Floodway Data an d/or Su mmary al S l rl lwatm Elevalmn s tab les con 1ained w1tnIn th e Flood In surance Sludy (FIS) report Iha! accompanies 111,s FIR M User• should be aware Iha! BFEs shown on th e FIRM repre sent rounded whote• loot ele va:1on s Th ese BF Fs arc intended for floo d insura nce ra11n g purpose,; only and should 1101 be used aG 1he sole sou rce o' nood ol ovalion in lormalicn AccordJngly , flOOd el va 11on data presen lcd 1n th e FI S ropo n should Le ut1l1zed in coniunchon with the FIRM for pu,poses of rnnst ru cllon and/Of nood pla1n ,nanage ,nent Co11 tal 811& Fl ood Eleva tions show n on this map appl y only landward of o O' No r1h Ainencao Vcmca1 Oa 1u111 or 1988 tNAVD 881 Use,s of 1t11 s flRM should he awa, .. " i coas tal ll oo d alevalio n s are al so pro vided 111 lt'.e Su mma ry or SUNwa tor l .. .to vauon s tab le 111 th e Fl ood In suran ce Sludy repc,1 for th is 1urisd·'"11on Elevation s sh own ,n !he Su mmary of S1111wate1 Elevation s table should bf used lor co nslr ut.1I011 JnO/o r fl oodplain manage ment pi Irµose s wnc n !hey are htQ hCI l ha n Ille elevations sho wn on thi s f ll~M 8oun cian es of me lloodways wo ,e compu te d at cross s cti ons and ,ntc,pola lea 001 wcc n cr oss scr.uons !he Uoo dway s wc ,o ba se d on hy clraullc oons1d rat ion s wilh regard to rco wremot1 I!, ot !he N,1horMI I lao u tn sur m,ce Program Floo dway W1Cllh S an rl 0111or pfl 1l ln c111 ll oodway d..11,1 J r<' p,ov,dc d 1n th e nood In surance Slud y 1epo11 tor this 1unsd 1 1011 Cc r1ain ilr N 1~ not 1n Sp(KM1 1 100<1 HM<JH I Amas may be p,orcctod by fl ood co ,llr o l ,1ru c 1urn1 Hr1cr 11 ';cn1rn1 ') 4 "I loocl Piu 1r c11on M r:asure ~~ or mo t lood 1n -.w.i11cc :-;I uci y re port t«ii ,, lor mahon on 1100n co ntr o l sir uctu cs k 11 th 1~ JUI ISd1ct10rl ltl P pr0Joct10 11 u:.ud 111 ,11,.. p1u p .i 1J h11 ,,t tt1Is rn;-1p w,1~ Urnvm sal l rar Is11u•sc M 1r,c1t ot (U I M ) /Ofh.l U Int> hori ton la l dat ll m Wi l'> NAD83 . GHS 1Stl0 ~pnc ro1'1 _.11cic11 .l''> 111 do11Lm1 sp1 1i•r ,d pro ,~ct1o n n, Ul M ,ones use d 1n Tll o p1CK.lu 1..110 11 o l I II U,,., ro, i',rljA \Oll l jll fl ... I11 I t.ons 111 ,l y msul1 Ill shg lll pos1l 11>.1rtl t1 1r1 01011 cos 111 rm,p IP.i hu t•~ .i cru~!'> 11111..,<h 11011 bo unda ri es l nese d1fl erc 11 ces 110 110! ,III CCI lh ,IU.llf,II:Y a l 11 11S f l!H .1 1100,1 OIOIIOh OII S tJ ll till\ 111,l p ,II r1.:t ,•1t•ll( ••d to lh<? Nonll Am1:ncan Vertca l 0J lurn ol H)UH Ille::..' ilUO (l ('tf•v,1 11 0110., IIIUS I IJIJ COl rll)ct rmJ to slruch•IO aid Q!Oulld 1r•vll1 1on ., ,ulw ,•n 'll lo Hu • '>-11 11" vert ic al da tum I or 1nf orrnal un ~cg cud111 9 convr-11,l()fl t)fl h-..!t 1• II IC' N,lhonrl l GCf.M l u llc Vc1tI r:..1I Oaturn of 1(29 and 1he Nort h J\mr,nr.;in Vurt1 c.-1 Dul urn ri l 1~80 .... 1s1l tile N<1llona1 Gco dU1 c Survey wah si lo ,•I IH Iµ /lwww ny s no art q uvl or con ta r.l !he Na tmnat Geodetic Survoy al 1t 1u loUi,w mq r1ctd1 1",~ NGS lnlorrn ;:i I1 011 So rvt ccs NOAA NIN(,S 12 Nm mn,1I Guo dc 11c ~urv11y ~SMC :1 #0202 13 151 :1S1 Wos t t-'1 ghwa y S1lvc1 Spring , MO 2U9 10-:'.J28i' lo Ob l d lfl cu n c nt el11 v;i lIrnI I.I CSO lph0 n ,ltlOl tll loc;IIIOll 1n lor rnahrn 1 lur b e n t .I 111a,ks shown on 1h 1s map ptr.,1~0 w n1ac1 1hc• 111ro r mat1 011 f \1 1cc Ara ncll or tie Nat mnill Goodehc Surv ey al (30 1) 71 3 324 2. 01 vi s 11 11 s wr.tl 51 l e at hH p /lwww ng s noa,1 QOV / Base map 11110,mat on showu 011 111 1s I IRM w,1 !-prnv1 d •d by !he Arapahoe Co unl y a11d C11 1e s o f Aurt,;;1 and Li ltlelon GI~ d pl ~ I t,e coo rd111 a1e sys1em usecl tor pro d11C11on of II ·'! d1gil::il I IRM 1S Ut11\I CH Srt t I ran sv 1s • fllr•rr.:11 0 1, 7onu 13 N . 1el erc nced 10 1he Norm Amcni...a n Datum 11 1 198 3 ar id lhc GJ~S l\(J sp hcro1 (I . We stern t le rn 1sp hcrc This rnap retlccts morn r!c f,11h!tl .1n e1 tIf} 10 11,11 r s l rnam c hann el con fi gu rations man mose s!10w11 0,1 Th u pr cv ..,us 1-ll ~M 101 II HS ju r1 5'.l1C:r on f he Hoodpla111s ar11 I Uoo dways u,:11 wer e 11a· .... c ffecl !r am It1c prrv10us r1RM rna y hav e boo n ac 1Ius1eo to co nf orm to llwsc new ..,II P<11n chann el configuiah ons A s a result . th e f lood Pro lilcs and I 1oo dw .1 v !Ja w mtile s i11 tne Flood Insu rance Study re port (whi ch co ntains au rh o11t at1ve hyrl raub c da t,~ mr1 y rcllCCI sl ream cnan nel fl 1s1ancr.s Iha! dtl!{!t t1 urn whii l 1c-.. c;,11ow11 on 1/us map Corporato li mits Si1own 011 1111s maµ ~uC' tw scd on Ille bes t da ta ava1lcC>le al the time o1 publ icati on Occa u sc ct 1an t1c s due to ;\nn ox,1 uons nr d e ;mnexa1to1s may h;we occrn red aft er lh1s map Wd !l p11 bl15hod ma p uw ,s s h o ula co11 tac 1 appr op1\alo co nml.f'lity othaals to vonly u ,n f'nl co rprn ::itc ll rrn l local\011s Ploasc ro rer ro lfw sci , 11 ;11 cly prmll!d Map lndu to, c1 11 ove rvi ew nldp ut ~IO cou11 fy Si ll • -v111 g /h t.' layou! ol mttp JJHI H_•r::. ro,11 111111 111y ,n;ip repos,r nry rn ldrcsses . <'llld a l 1slmg o: lOlllllll/lllltC'S ta ble CO lll,Ufll'1r l Nalt onal rlood lri ::.u ,an ce P1ograrn dm cs for ead1 Q>mfl1un1tr as well t1 s ~1 h::.tm9 or th e p~11 w 1s o n wt11d1 ea::h c.o 111mumly IS loca led Co nta cl th e FEM~ Map Servi ce Ce nte r dt 1 600 35B 06 16 l or 111l orma 11on on av,J1l ;11>tc products assoaale d will, ltm, I IHM Av,11 labl e p rodu cts may 111 clu 1e p1ev1ously 1ss 11 cd I o tt ers 01 Map Ch,111qf• a I food Insu ran ce Stud y re pcrt, a n0/01 d1911a 1 versi:ms of !tl,s ma p I he , I MA Map Sc1 v1cc Ce n le, ,n ay also be reaa1cd by Fax al 1-800 350 9620 ~mtl 11', we lls•I ,II tl\lp lfwww msc ferna gov / 11 you 11a ve quesilons abou t lh1 s ma p -u qur.shOn s co nccm111g th e Nat iona l Flood Ins urance Pro gram 111 general , pl1•c1~~ l ,tlt 1-877 -FEMA MA P(l · 677 • 330-26?7 ) Of v1s1t th rLM A wc bs1 Ic m hllp //w~w r.•111.1 gov/ •98 :,.,cCm r.· 105 on2 50 " JO INS PA NEL 0 150 ,. •1·1100 ,--------------------------------------------------------------_________________________________ 1:::0::..5',oo·oooo· 39 •41 ·1soo· :;. 0 ...J Ul z <( Q. (/) z 6 --, " '" ~ IV ~ l\'MJS C " ~ ,\' :0.f)R ,AI C 0 ~ 3 /VflkHLN w u;.1 Ir. I\' 1llti' ZONE X l'IF~llY :..•,'F l,Ui.. Of\KF M AVF'~I IL L >I i! t !I I SIO F A\ILN UF ,n V ASSAR ... "' "' "' "' "' ,, <~ CAIF S W CQl"'tJF I l AW:NU( ,,Vfriur 1 L.",1 :._ AVLN\IF 1-'L.ACr A.'/f,',JUf .'.:N )PIA t~ PL.ACf 1,-'.'l!:.I ! , w llhl<L~ AVFNUI tlA.RVARO AVL NUF PROFILE BA SE LI NE I I I I I ., :1~ w 0ARIMUUff1 AVFNlll L_ __ ci 0 z ~ ~ ZONEX 28 11.'/LNUL ZONE AE / I ,, A 0 0 >-~~ ::, -' 0 l'lu ~Cl'. u_ w o,~ ~,~ u ~ ~ n 8 lr ,,,I I W FAS1 111At,, AV(t,,UF ~ NOTE : MA~ AREA SHOWN ON THIS PAN EL IS LOCATED WITHIN TOWNSH IP 4 SOUTH , RANGE 68 W EST. ~ CITY OF ENGLEWOOD ~ 085074 ~ I LO YD AYlr>oy F ,., r ,o,.-. ... D ,.r:- /ZONE X :;; 0 ...J Ul z o': (/) z Q -µROFI LE BASE LI NE -SPECIAL FLOOD HAZARD AREAS (SfHAs) SUBJECT INUNDATION BY THE I 'lb ANNU~L CHANCE FLOOD TO The 1'71 iMUII chance flood (100-~r f\ood). also known as tne bllf! flood, is the ftoad thit has • tttli ctumce of being equa led cw-exoeed ed ii -,y g~e, ye•. Th:! Spedll Fbod Haard Ar9 Is the area subjecl to noodilg by the 1~ 1nnuel Chlnce flood. •• rJ Spedal Flood Ha tard rldude Zones A. AE, AH , NJ , AR, A99, V and VE. The BIie fbod Elev1oon Is tne v,,a1er -su rflce elev!ltiOn ~ tne 1CM. ann ual chance ftood . ZONE A ZONE AE ZONE M l ZONE AO LO NE AR No Base Flood Elevations determined . Bise Flood ElevatiOns detemined . ftlod depths of 1 10 3 fa>t (usually areas of ponding}; Bise FIOod ~MJOn5 dete'ffllned. Fbod depUls of t co 3 feet '.usual t>, sheet How on sq:,i1g tcmln); 1'\'entge deoths detemmed . For areas c:I aluvial fan l'looding, ~kxlties also dellffllined. SQecial flood :-taz.a ,d Area formerly pn:ltected fron: the l lMi annual ch ance flood bv a fbod control system tMt .vas !l.lbsequentt;' decertifle1:I Z011e AR indica tes that the former nooo co~"OI systffll is bet~ rec,tored to providt prolection from tt,e 1% &n~L•I -:.":1ance o, greater flocxJ ZONE A99 Area to be protl'ded horn l ~ ann ua l chance rklod by a Ft.dfn l ZONE V 70NE V[ - flood protetto, svste.-n under constru ruon; no Base flood Be\lations determ ined Coastal llood 10,,e with •,elOclty hat ard (wllYI! actJon ); no Base fk>od lcv atlons de!te ·mrned . Coast al nooct t ont' with velocity ha1.an1 (wave actoo); Basie Flood Ebdl.lCl ns de.tel"Tlln ~ FLOODWAY AREAS IN ZONE AE l he llo odway 15 the channrl ol II strt"i'lm plls arw old}dCetit floodplain arc11 s tt,at rn.ist be ,ept free o4 cncroad1 mcr,1 ~ rN!t l hc t ~. ann ual r h3 nc e nood can be ca rried wnhout :iJbStantldi inat'<l!ie in flooc he qhts. CJ ZO NE X D ZONE X ZONE 0 E3 OTHER FLOOD AREAS ~as of 0 7~ anriual chance l\ood , ar eai. ot 1% annual ct..,nre fl ood w,lh a~ri)!Je ck,pths uf less U'lan l loot or wrth dralf'lagc arcollS less tha n I SQUam m15', drtO t1rea s protect ed by levees lrom I% annual chance flood . OTHER AREAS Atei1: ocmminec.l to be oul!.ldc tne 0 .1% annu al ch ance l loodplain . Areas 1n whi ch f1ood h;,rard i. M? undt.>term 1ned , but possi ble . COASTAL 8ARRI ER RESO URC ES SYSTEM (CBRS ) !.REAS OTHERWI SE PROT ECTED AR EAS (OPAs) Cl:JRS are;is and OPM are nornally loc ated w1thtn or acl joccnt 10 Special Hood tla,aid Areas f"loodpla1n b0lllldwy Floodway boundary Zone O boundary • •••••••••••• ••• • CB RS and QPA boundary [ !,. \:; ! %. ~--Bctl.Jnd ary dl'V (lin9 Sper ,a l HOOd rta1a1d Areas of ai ffercm Ba se Flood Ele vato,s, t\ood dt pthS or food vetoc 11 1es --5 13 --- !El 987) B,1sc f"lood Hcvi'ltJon value whP.te uni lorm within elevation 1n tee t • zone; • Referenced to the North Arr~n:an Vertica l Da l um of 19S8 (NAVO 88) @---@ @--------@ 97 07 )0" ]] ?l )0 6000000 M DX55 10 •M l ~ Cru~!it'CtOO line rransccl J.,c Gt.'Ogia ph ic word111at es rcrc,en~e d to the North Ame ncan lla ru1• of 19B3 (NA O Bl ) 1000-me tcr Universal 1 rMsve,~ Mcrratcr 9nc1 \ru, zone \3 500 0-foo l gnd t 10J.: Nev. Vork State Plane o,ordinat~ system, (.'<lSI mne (Fl~t''JNE J/0 I ), TrN"!WO~ Merr ... ,o, Uench mark {!-oCC' cx planat m 1n Notes to user; sccuon of ttns FIRM pan t!I) M..;P l~[PO~ 1 JQRl[S llelec to Ma p Re pos 11or,es 11st on Ma l' nae~ EFrELT IVE DATE o r cou rv 11.,or q 000 IN SURA NCE R/l T[ Ml,P Aprill l l9B~ El l"t( TIV L DAi i t5) OF REVISIO N j ,,1 TO 1•1 1 PANEL Mar eh 4 "<ll1 Jec t11nr,er 3 19CJ'.\ .\uqu~i 16 1995 Dee.ember 17 2010 10 u pd3 h! JP tom1 at 10 cnA nge ~oe ~1a flood t1aza rd ;..,tt.ts ano 10 cna nge Base FIOod Elevations For community map rc\,s10n h1SIO<Y p,-1or to co11n tyw1 □r m.Jp:.ng, refer to the CD mm.,nll'( Map ►tistory tabl e loc.a too ., 111c Flood !n !;I.J ranre Sf11t..1 y report tor this j un!.1 1Cllon . ro Cl eturm1nt1 11 fl ood ,n1ur,u ,ce •S .tvail;Hilf' r. 11,,-. ,mm un11y con1 a ct you, insur.inca age n1 or call u,e Na,11:111.1 1 noca lnsur afl cc fJr..,qra·'I"\ .~1 I 600 638-66 211 250 150 MAP SCA LE 1" = 500' 0 500 150 PANE L FIRM 1000 FEET METERS 300 0142K FLOOD INSURANCE RATE MAP ARAPAHOE COUNTY, COLOR.\DO AND l i\CO RPOR ATED A H[:\S PANEL 142 OF 725 (S EE MftP IN DEX FO R FI RM PANEL LAY OUT) CO NTAIN S ~O MM UNITY l\RA.->MI)( COUI~ I V ~tKi LLWOOD Cll Y OF SHF RIOAr l CIT , Of !:illM!lEB l:.6!:,ll .fil!ff!l\ ueoo , 1 085074 080010 Notice to IJnr . Tile Mep Num Mr shown be lOw shoo Id be used wh en plidng map Of"d ers ; !he Community Numb..-shown above shOYkl be ustd on Insurance 11pplcation1 tor ttie 1ull;ed conmurlffy FIRM Pan•I DatN F0t Pr tn led P.tMls of Ar.-ho• County. CD And In c orporated Ar•• ""),, 1•11 !..-, R1'11•1 f7 '.)('jfl') rh'Ll'ln!w• I ~ o••ri ••· 17 ':(i i (, O~nf .,. 1 ·n r• ,, 20TO '1,,_,•m'•" 17 "'1 1,n •mb tJ , 17 '08005C0150K '0800 5C0430K W1R.\l l '1ARK PAUl'\W,W d. n1 1 ,,1 "O141K 11 ,,,1 11,,,,,,,. L ~II I I JJJ II\ I 11 ,,,~,,, If,,,, ,.,,11 \,, I "08005C 0445K 0800 5C 0'40 K O161K MAP NU!.!BFH I ♦ *08005C0025K *08005C0175K 0154K I. 11 \ I I ' (;I I \I) 111 "O162K t ' II Y t \ \\ I 11 JI > \ ll I K ~ **08005C0475K '*08005C0050K • 001 9K OOJIJK r I l.., _____ __. O157K I "0176K 0181~ r- L, I "08005C0055K \Jl\\l.s<'()J \I \ 1.-\RE ,.:. NOT 'NCL1..Ct-D1 7 "0 O61K ---, \l l\\l°'' Ill '" ,,.1 u.,, ~I OT ltl Cll>O[C· ,_ " \Jl \\J~I Ill :-SI \ I I< II' I I ll ii I ~- -....--+----------r-"---~t---------+----+-----.... I 'l l \ <ll \J 'IHlln O19 2K '*08005C0500K "08005C0515 K 00 54 K 006'K n "08005C0060K "08005C0080K 00!9K 00 78K --, J l I I \' t I I ll<t lli \ I -, L __ 0066K 0087K l 'I I \ I !I \I l<t II{ \ "O068 K 00 69K l 11 I Ill ELEVATION DATUM Flood eleva tio ns on this map are re ferenced to the North American Vertical Datu m of 19 88. These ~o oc elevations must be com pare d to str uct ure an d gro un o ele vations re ferenced to the same datu m. Fo1 1n fo rma t1on regarding con version betw een th e Nat ional Geodetic Vertical Datum of 1929 and th e North American Vert ic al Datum of 19 88 . contact the National Geode tic Survey at th e foll ow1 ny address · NGS Information Services NOAA . NINGS 12 National Geodeti c Survey SS MC-3 , #9 202 1315 Easl -Wes t Hig hway Silver Spring , MD ?.09 10-3282 (30 1) 713 -324 2 MAP DP TES l n1::. Fl l~M ln<J ex tit s 1,1ys the map da tes for each 1 ll ~M p an el al 1111' 1UllP Iha ! ttm, lnde ~ was p1111 1cd Bccau s th 1'.) Index may 1101 bu d 1S!11bu1 ed 10 un a ll Clta:d COrll l11 1t 1HIJeS !11 -;ubscq ut•n 1 1e v 1s1onc; 11c; rs nht y J\.'l e11n 11 10 111 , rn o<,I cu rr cnI map dfl!C' h>• 1•,1r h rtlit.'1 pa nC'I lly vIsI 1Ing tl1c• n _M/\ Map St· v,r (' Ccn re:r website a1 111 1;, q :-:,.__ :c ma gov or hv calh ng 1he Map Se rvic e Cen ter al 1 800 358 96 1 h Co m1r11m1t 1es ,mne,w 1 tc.<rl d o n ad Iace n1 rmM panels must obtam a cur rent c(,py ol the acl 1ace,11 panel as we ll as th e cu11 e11t FIHM ,ndc K Tr,cse may tJ e ord c,en d11cc ll y ll om ltll'! Maµ s ~~,\ 1ct Cen te r at !h e number lts!ed abo ve NO TE TO US ER Futu re revis ions lo :h1s FIR M Index w,11 o nly be issued to co mmurn1 Ies that are located on FIRM panels being revised This FIRM Index therefore remain s vali d for F IR M panffis d ated De....d mbe, 17. 20 10 o r eart1er Please refe r to lhe "MOST RE CE~r flRM PANE.L DATE " column 1n the L1sh ng o Commun1 t1es tabre to determme the most rece nt F IRM Ind e x da1e lor e ach community I 11(..1 1'. 1111•11 ('OJ \I \ O208K IR 11'.\lli 11 · c, I ['\ I\ '" N,•,,•r .,)_ O50 6K f- O217K ,--•-· . "0509 K .I I{ \I' \lit JI l'l>I \I \ I I lll·RI l'lll \I\' '08005C0520K l \Il l ll\l \I I \ -\Ill I I \HY RI ,11(1 \Jill \ O229K ARAPA HOE CO UNT Y. CO INDEX LO CATOR DIAGRAM .,----3·f[· _r'i;t ' C BAS E MAP SOURCE Ba se map 111forma tror sl1ow n on th is FIRM was prov ,d ed by the A rapahoe County and C1ir es o f Au ro ra and L11t1eton G1S depts l he coordrnale syslem used for pr od,,,;t,011 o f th e drg 11a l FIRM 1s Un ,versa l Tran$vC rse Mercator Zon e 13N re fere nced to the No n r Ameri can Dat um of 1983 and th e GRS 80 sph ero id Weslern Hem1spl1ere ---7 .JI~ THIS AREA SHOWN ON C SH EET 2 OF 2 ~~-- IN DEX .SHE:: __ I ---- See Sheet 1 of 2 for MAP REPOSITORY LISTING See Sheet 1 of 2 fo r LISTING OF COMMUNITIES ,., MAP INDEX FIRM FLOOD INSURANC E RATE MAP ARAPA HOE CO UNTY, CO L OR ADO AN DI NC ORPOR AT[0 AR[AS C (S EE LIS TI NG OF CO MMUN ITIES TABLE ) '/" ....:::.._ ~.,, C. C C MAP INDEX SHEET 2 OF2 PANELS PRINTED : 19. 38 . 39 . 43 . 54 s9 . 62 , 63, 64 , 66. 67 . 69, 78 , 86 . 87 , BB 89 , 142 . 143 , 144 , 154 , 157 , 158, 161 , 163 , 164 , 167 , 168, 177. 178 , 179 , 181 , 182, 183. 164 , 191. 192 , 193 ,194,201,202 , 203 ,204 ,206 ,207 ,208,209 ,2 12.213 , 2 14 ,216 ,217 , 218 ,219 ,226 ,227 .228, 229 ,431,432 ,433 ,434 ,440, 45 1,452 ,45 3 ,454 ,456 ,457,458,4 59 ,476 ,477 ,478, 479 ,48 1,482 ,483 .50 1, 502 . 503,504 ,506 ,507 ,508 MAP NUMBER 08005Cl~l02A I 11 \ Ill • \i Rtll< \ "0800SC0085K 1 II\ 11 1 ,\t lUl H\ _ ----, "08005C0095K I J r • _ _,j__ -I I 11 ' ( )I • \I !(Ill( ,I : _J • ' 11\'UJ \I Rlll( \ I MAP N U M BER .. 0800jC0125K 11 1\\,111 HI ,,1 11 ,MU A NO i lNr:lUOI 01 080D5C0265K \I< \1'1111 11 I i>I \I\ _______ _{__~A i'\HO~~N.2.:::,__ 08005C0550K L ERT CO UNTY 08005C0575K • PM'ff t NOi Pfw,nro AHi .. ~J 11 1NC1 L10f D '"PANH NOI PRINl -0 NO~I[ •'I II OOI 1 1, ''K[>i•l?!AS F IRM Panel 0.1tc, J-o r Prin ted P.tne l1 of Arapahoe Coun l y, CO And lncorporatelJ Ar c,1,s Panel (Ph1c llv11 Oa t• P,rnel Effeclivw Oal.i P•ne t [f141 CIN• Oat1 t"!f f tl),( O,•t 1•11 1be r 17 :-() Ill 0 11\•l k. n ,,Cf'rnh,-, f7 :o ,o 03 71 K r.,,. •• uh ,,r l ? "1f /\ 1.-1~ K D1•i,1 ·m bc1 l ( :,o m 0 1\J l K. Drl 1•mhc1 1., .).)111 '1,11 1 K C'1,,•nh1•11 7 2()t (l nr 1•1 ~ Ot-u•mt,~ 1T · ,o 0 1Q;1 I\ ON 1•11m ,·, 17 -,0 04.'7 I{-0 1-<f''!llt1•1 17 ]O I C ti,.1,K r.i,•1.t•m bt.>r 17 :'111 0 0 19] !\ I Dcwmbur 1• .\11 0 0J3l K D !II ,•rnfll•r f1 ~o I r t1 f'1,I I( ('1 1•(,;•mrw 1 ,, ~11 0 0 1q ,1 k, Df'1rmlk1 17 :\1 in O,t )-1 K n .. ,•1110,•, , 1 :0,,1 :v .;trR' !j!'H'Rl l f'I 0:,0 1 k. nr•t 1•~ O"-fJ11 K n1,~n, ,ioifi il-: n ,:u :rfl ber 11 ,orn <,:·n :• i-. n ,.n•ri •bt•• 17 ~--TT, .!t;l i( !">,, c111hcr' f7 iOI O 1nr,1 K W,,.rrn br r 17 :.U HJ 020J K. Oe"rcmbe, 17 ir.r~n D" t•mbf'r r,oro O n em(J ,•1 17 /(;1 0 T">,1 ,0111 bc r 17 ,0 10 Ot\.~1 ,01a ELEVATION DATUM Flor-1 elevations on this map are referenced to the North American Vert ical Da t um of 1988 . These flood elevat io ns must he compared to stru cture and ground elevat ions referenced to th e same datum . For in format ion regard ing co nv ersion between the Nationa l Geodetic Vertical Da t um of 1929 and the Nort h American Vertical Datum of 1988 , contact the National Geode tic S urve y at the following address . NGS Information Services NOAA , N/NGS1 2 Nat ion al Geo det ic Survey SSMC-3 , #9202 13 15 East -West H ighway Si lver Spring , MD 20910 -3282 (301 ) 713-32 42 MAP DATE S 1h1s FIR M Index displays the m ap dales for r~ch f iR M pane l at me hm e Ina I this IMex was pinted Bl"c,1use tnIs Inaex ma~• no I be c1stnbul ed 10 unaffected communt11es 1n subscquen1 rt!v1s1ons users may d eterm ine \he r 1os1 "'.urr en1 map date for each FIRM pane l b\• v1 s1tin g tie FE M A Map Setv1ce Center websi te at t lip llmsc 1er11 a gov or by c alling the Map Service Center at 1-800 358-9616 Cornmun1hes annexing land on act1acent FIR M panels nust 00Ia In a cu n ent co py of the ad1 acen 1 panel as wet l as 1n e curreni FIRM lmJex These may oe ordered c.ireclly !lorn tre Map Sen11ce Cerner at the num t>e r ltsted above 0300K 08005CCJ325K ( a :_ d ; er ;_ l :) ':._ ___ J..,l~~~D 08005C0600K 0 t er > er ::, "' 0 ii "' ·l ln l'-11 11 ll ( Ill \ I Y l: JOLLY ROAD E WOOD IS ROAD 08005C0625K 08005C0650K LISTING OF COM MUNITIES COMM UN IT Y NAM E CO MMU NITY LOCA TED ON PANE LC S) I NITIAL NFIP INI TI A L F l ~M D AT E M OS T R ECE NT F IR M P AN EL OA T I\KAl'A H()f-COU NlY il lN lNf'(ll<(P()R I\ TFO ~R f-A t::;1 A U R O RA CIIY 0 1 Cf '"It-NN'A I Cl IY 0 .. C l l l'-Rl-(Y Mii 15 VII I A G l- l'\1 Y <"lF C:C'JLU M BINI--'JA LL [Y !OWN O ► t D l-l'-M r~,,a C11YOF [NC'.I EWO Q cIrv l.•~ t F OX~tFI O lOWN 01- VLE N U A.LE Cl· C-,R E-tN~• 0 0 0 l..A C.'.E. ll I 'r Ul'- I.IT l LI· l O N c I 1vrn, NlHAH E R MAP DATE t l&>l1d/ ON.I\) 1 1 Dal)I J 14 03.J.'4 t 00::Jt')', 08JO I/ 0 14 1' 0 14 7" 111•.:t l/l ,1,1 0 1!'"~9 •. 0162 " 016), lllti ,t 01 6fi ' 01fi7 t)H.S ()11;9 01BG 0187' OHW D1f.'1 9 :\ 19? 0 1~J . 01 94 , o :,o 1 O:tCJ / 0 ,l()J 0 2<►1 . 0 2"06 0 20 I 0:>08 02,)CJ ,0 21 1· o ... ,2.o:1u 02 14 , 0:>16 o :•17 0 2'1B O:!l'J 0 726 u ;2./ 0 22H 0 229 02 l l ll2.'.3 J 11 2 J5 0/•I O I t ,'◄!', (!."•~~• 0X,,O 0 :,C,•, 1)? 70 0 J.O tl 0 3'.'5 0]50 11'..I 7', 04()() i1-U', 0 4 J 1 0 4 )2 0-1 JJ ()4 f> 1 0-t !'J? 04~1 04 !',f Lt4 !'"8 . IM ~•1 04 f b 0-177 047R 04 l'J 048 I 0402 0.0J 048 4 ' u :-1-0 1 0502. 0 5 0 3 05 04 0506 o~ / 0~ Oau'J 05:.0 tE,75 Ot>un 002~1 06~o rx;75 0 70()' 0 775· 0019 . 0038, 00..t9 0 04 3 , OO•M 0050'. 0054 00!,!-,~, ()()!)11 UU6 1~. 0062 0\JlhJ , 0 064 O(J Gt, 0067 0068' 0009 0078 t./Hk.> 00,t:17 0088 1)1 ).tiU, 00~!.o 0125· 0 157 0 159' 0 16/ 0169' 0 17ti 0 1n 01 rn 0179 0181 o , fl2 nrn :i. Olfi•I U l86~ 018 7 .. OH.m · u l ~l 0 19 2 0 IUJ 0 1 9-t 0 2 0 I O?O:' 0 2\JJ 020-1 O?OG 020' 0 20 K o;•ro 0 :-11 · O ? 12 0 113 o:, 1-1 0 21fi 0 2 17 , Ol 18 0 22 6 ()J27 0 131 ons· 0 ◄77 0 4 79 04 u1 0 4 K2 , °'183 (),l t:14 ' 0 !,00 050 1 05-!12 OS.OJ 0 50 4 OSO f, 050 7 05,0 8 051 !' 0 1~n Ol !l--4 0 4 51 fl.4 5? o .. ~,·1 04~ 0 4~ 04 Sf t),V.8 , lM !"i!) 0476. 04'/ 0-I 71\ (),1 79 ()Al\ 1 04B2 .04 8l,04 8 <t 0501 OSuJ 01A J 1)164 01 Ill\ 0-151 O-t !i7 ,"'4~. 0 4 :l l 0 4 J.2' 04 J :1 0 4J..1 OJS,O 065'1 A 1u p11~I 16 1 <~!, .l.'1.nu:-uy 1 5 19 /4 Aur,,,.is, 15, 1971 Au9u~1 1. H178 Ju1\tt IS 1978 01 <1 2 OM J 01 4 ◄ 0 16 1 0 16 2' I 1,br11 :u y 9 19n F"eoru.a,~ !) 19 7;, 016:1,011'4 04 :,1 0-U.! 0'1 5 1 048 1 (M82' 048 3 04M • 0 1 S.-1 U 1 58 Apr• 1 /. 1989 ApU I / 1989 0 169' 01 nn.· 045 1 0,,5;:, Oe<'tHll l"ftf 7 7 , 1974 .t:ln i.MI',' ~ 1978 04!,ti 04!.o / t 14 59 CM /b 04 76 01 ~3 . 01.ui O.t.1 1 0437 0 4 33 F'u l)(u::uy 1 i 974 Decembei \ 1978 04.:M , 0440. CM-t S ". 04 ::,\ O.t 5 J D<:t oombu r l / :>O 10 Decemf)O r 1 / J(J 10 l1>11"111>bor 1 / 2010 Ot1r...umlottr 17 2'010 D e1..em btlr \7 ~10 Dfi oombm 17 20 10 Deoo rntJ.tr 17 ~10 Duce ,nbm 1 7 20 10 NOTE TO USER Future rev 1s1ons to this FIRM Index wi ll only be issued to commu rnt,es th at are located on FIRM panels being revised Thi s FIR M Index th erefo re rem ai ns valid for FIRM panels dated De cem be r 17. 20 10 or earlier Please refer to ,;tie "MO ST RECE NT ftRM PANEL DATE " co umn 1n lh e l1slin9 o Communilies table to detennin e the mos t receni FI RM In dex da te for each commun it y. \111•m•11 H1'\1 'r n ,i, E JOL LY ROAD BASE MAP SOURCE Ba se map information shown on thi s FIRM was prov ided by th e Arapahoe Co unty an d Ci ties of Au ro ra an d Littleton GIS dept s. The coo rdinate sy stem used for produ ctio n of the digi tal FIRM is Universal Trans verse Mer ca tor . Zo ne 13 N. referenced to th e North Ame ric an Da tum of 1983 and the GRS 80 sp heroid . Western Hem is phere In <( u, U) .. 08005C040 K ,·\1(,\l'.'111 11 (('I \I \ .. 08005C0425K >->-r r z z :::i :::i 0 0 U u z W 0 0 f - I C1 <( z a. r <( If, 0: <( <( s: I I I I I I ARAPAHO . CO UN TY E CD, ,:, LI N[ ROAO ' ----------------t"":""-------------- ELBERT COUNTY .. OSOOSC0 7QQK 08005C0675K T HIS AREA SHOWN ON IND EX SHEET 2 OF 2 ARAPAHOE COUl\!TY , CO IN DEX LOCATOR DIAGRAM SHEET 1 OF 2 ------· .. 080 05C072 SK ! ~ ~-..._ ,. ,,, , •' '--./ r-- '-._.I ,. ,,, n (..::, -,...... '-.. ,. ,,, -..J u., -.,..... r ,-.. '-._./ r-- '-._./ MAP REPOSITORIES (Maps ava ilable for reference on ly, not tor distribulion ,) ARAPAHOE CO UNTY (UN INCORPOl,ATED AREA S). Planning De partment 533-4 South Pnnce Stree1 Li ttleton , Coto,ado 80166 AURORA , CITY OF Eng1neenng Depar1mcr11 151 5 > East Alam eda Pali<way Aurora , Colorado 80012 CE NTENNI AL CI TY OF Planrnng Otpa rtmenl 5334 South Pnn,::e Street L1 1Heton Gclo1ado 80166 CHE RRY HI LLS \IILLAGE CI TY OF C1 tv Hall 2450 Eds l Ou ,n cy A1Jenue Che"'I Hills Vi llage Colo ra do 80110 COL UM BI Nt VALLEY TOW. OF Town Hall 5931 So uth M1dd le:fi el d Road Colurn t>me Va ll ey Colora do 80 123 D [R TRAIi CITY r Plannmg Depa nmen1 55 Seco na Avenufl Dec, 1,a1I Colorado 80105 cNGL EWO OD, CI TY OF En91neenng Services Oepari rne nt J.4 00 South lat1 St1 ee1 I-ng lewood Col o,ado 80 11 0 rD XFIEL D. TO W. OF P1annu19 O~artment 1889G Eas"l>owers Dn ..-e Aurora Cn lora do 800 15 GL E NDA L[ CITY OF Cuy Hall 9 0 SoUlh 811 c11 G!~m1a1e Colorado 8022 : GR!' NWO OD VILLAGE Cl l Y 0 ~ C11v Hall 6060 Sou th Oue t>ec Street Green wood Village Co lo1ado 80 11 1 I ITTLE I ON CITY Of Uepa 1tmen1 I Co mrm1111 1y Development 2255 Wes 1 Berry Av enl,e L11t lel on Co lorado 80165 SH RIDAN Cll Y OF 801ld 1ng Oepa rtrn t::nl 41 01 So 11l h rect era l 8oulevi1fd Sheridan CoIorae1 0 80 110 MAP INDEX FIRM FLOOD :NSURANCE RATE MAP ARA PAHQF: COUNTY , COLO RADO ANI> I NC'O RPOIU TE:D A RE AS (SEE LISTING OF CO MM UNITIE S TABLE ) MAP INDEX SHEET1 OF 2 PANELS PRI NTED : 23 ,_ 233 _ ,4o. 245 , ,so. 265 , 270 , 300,325 ,350 ,375 ,550.575, 600,625 ,650 , 675