Laserfiche WebLink
<br />....---- <br />>//~r <br />;ro- , <br /> <br />,,/ /' / <br />/ <br />1 ,Ii -+ J <br />j ~l..ll"b.:/o.ah...ma /-// <br />I',. " d,ott ,,// <br />r;y.. ~OUI'lt&j" .,// <br /> <br />/ {/ <br />,/ ,--.I <br />, " <br />~..- -+r:~61~ <br />-:.. (' /6 <br />'1,/ <br />hI'" <br />,I <br />r1 <br />J <br />J <br />I <br /> <br />I <br />-' <br />" ~.-' <br />'i""'" <br />f/ <br />/,/;1 <br />I ~</" <br />;7 <br /> <br />- <br /> <br />DEPARTMENT OF THE INTERIOR <br />UNITED STATES GEOLOGICAL SURVEY <br /> <br />." " <br /> <br />~ w '15 <br /> <br />\II'..nri~lr" <br /> <br />&<0 Elephant <br />',JRoc:1< <br /> <br />y <br />\ <br /> <br />r i::;llnJ <br />N, 'j ....:.. <br />'f' <br />'!' <br /> <br />oJ <br />iU"$et Pt- <br /> <br />'<' <br />Z <br />~ <br />.. <br /> <br />'I, <br /> <br />+:::r <br /> <br />~ <br />.. <br />~ <br />. <br />.t 'Q <br />~ <br />.. <br /> <br />I A. c{oI' <br />J ~1- <br />~, <br />"1' <br />/, <br /> <br />0.. .s Heat <br /> <br />95" R Vi <br /> <br />DISCUSSION <br />The rapid gro.....th of population in the Front Ran~e Urban Corridol <br />of Colorado is causing inll,'nse competjtion for available land r esources. <br />One form of competition posing selious problems is unregulated devel- <br />opment along natural waterCourses. Flood plains are developed by <br />streams (0 carry Watel in exceSll of channel capacity. Although not <br />occupied by tlowing ....ater u often, the flood plain is as much a pari of <br />the stream system n the channel. Where man's needs compelI' with the <br />naturalfunctionofa noodplain he must inevitably pay a price through <br />property damage and suffering. Flood damages in the United States <br />have been estimated to average Sl billion annually (American Public <br />Works A'lSOCialion, 1966). This waste of national ruources is borne <br />not only by thosecilizensindirectcontactwithfloodsbutalsotoa <br />lesser degree by all citizens through increased cost of public service-s. <br />Thus, floods create porblems for the entire community and solutions to <br />exisring or potential problems area community efforl. <br />F]ood-plain inundation can be regarded as a temporary use of the <br />land by a stream: thcrefote,dfective management of flood plains is <br />commonly an integral obj<<1ive of good urban planning. Common pro- <br />cedures of flood1']ain management are flood-plain lOning, cOII~truction <br />of flood-<:ontrol facilities, and flood-proofing of buildingS. A combina- <br />tion of these procedures may alleviate or minimize flood damage in <br />many flood-prone area~,but for Olller~ a ~ingle procedure may suffice. <br />Regardless of the proce~ure used. flood-plain managemenl in an urban- <br />ilingarea is a complex eIldeavor requiring adequate and current indentj- <br />ficalion of areas subject to flooding. <br />This map (fi~. I) depicts a broad-scale view of l1ood-prone areas a- <br />long principal stteams in the Colorado Springs-Castle Rock area of the <br />urban corridor. Because of its small scale, the map i~ primarily an index <br />to more detailed sources of flood-plain information. Planners, designers, <br />and developers may C"onsult Ihe reference material for detailed flood in- <br />formation in theit panicular area of interest. 11ti~mapisanaid to <br />Ill000e authorities in whom the responsibility for flood-plain zoning and <br />regulation is vesled. <br /> <br />1~"O7'30" <br />39"22'lO" <br /> <br />IC # B .'" B ~" l~ <br />, 1''' /" ~t 1;' <br /> B B .. <br /> ~f~ L" I~ft <br /> V~ " <br />,-ro- B B B ..~~ <br /> f. IX <br /> ~~$ .# l.o! <br />,",00' C B B <br /> .1/ ~.. " <br /> , "" <br /> " ." '+:..~ <br />52'30" D <br />B/. A./. B <br /> "" ,tl ",l/ <br /> .$~ q# ~ <br />..' D <br />C I. B 1f B <br /> ;;.;{f; 4 ~{~ <br />38'l7'30" ' D ' D <br /> <br />FIGURE I.-Map sho....ina: l1ood.prone areas. Colorado Springs-Castle Rock <br />area, Fronl Range Urban Corridor Colorado. <br />F1ood.prone areas are mapped on Ihe U.S. GeotoJical Survey 7.'10 minute <br />quadranlln indkated above. <br />A. Map of flood.prone areB published by U.S. Geotogical Survey in t970. <br />B. Map of nood.prone area published by U.S. Geological Survey in t973. <br />C. Hood.prone areu not delineated belc.use of large map contour inter. <br />v.ts and loeationsofstreams in narrOW canyon reaches. <br />P. ~lood plain information report by U.S. Army Corps of Engine"n <br />available forselecled streams on map. <br />Hood-prone areas identified on this map are ~ubject to inundation <br />by the 1 ClO-year flood, a flood having a I-percent chance of being <br />equaledorexceededinanygi~nyear. The magnitude and deplh of <br />this referl'nce flood were derived for streams in the study area from <br />streamflow records and reports of the U.S. Goological Sur~y and from <br />teports of the U.S. Army Corps of Engineerli. Reports of the Geological <br />Sur~yincludeaseriesof7Y,-minutetopo~aphicquadran~lessho""ing <br />areas along principal streams lhat are subject to inundation by the 100- <br />ytar flood. Some of these maps ....ere prepated under a project ""ith the <br />Federal Insurance Adminislration of the U.S. Department of Housing <br />and Urban De~lopment to meet provisions of the Sational Flood ]nsur- <br />ance Act of 1968. Upon completion, these maps are published and are <br />available for distribution to the public. The U.S. Corps of Engineers re- <br />porls contain detailed flood-plain information for selected stream~. in. <br />eluding maps of inundated areas. flood and streambed profiles, and <br />stream cros.s~tions. Current status of flood.prone area IlllIPS and flood- <br />plaininfotmation reports for thl'sludy area is indicated in the diagram <br />near the lower right corner of this map. The studi.... are referenced else- <br />whereinlhisrepott. <br />Other sources of flood plain information for Ihe study are3 are the <br />city of Colorado Sprin811l>epartment of Public Works and the U.S. Soil <br />ConSl;"rvalion Service. Reports available from the city of Colorado <br />Sprin811 contain comprehensi~ !lood..drainage pl.1ns for several areas <br />within the city. The U.S. Soil Conservation Servi<.-e recently completeu <br />a nnod study of Sand Creek in northwestern EI Pa$O County (U.S. Soil <br />Conserv. Service. 1973) and I similar study for Jimmy Camp Creek is <br />planned for the near {uture. <br />The flood information utilized for this study represents unobstruct- <br />ed conditions of existing channels and draina8estructure~. Alteration <br />of the existing conditions by man or by debrjsaccumulationcanchan~e <br />the flood boundaries and cau5l' damage to adjacent property. Also, the <br />ma~nitude and depth of Ihe reference!lood are subject (0 change as the <br />upstream parts ofa basin ue converted to more intensive land uses; <br />therefore, future basin dc~lopment should be considered in flood"'Plain <br />mana~mentstudies. <br />The flood-prone areas are sho....n on the map IS blue pattern along <br />the principal streams. The flood-prone areas based on U.S. Geological <br />Survey studies ate shown as dark blue pattern aml the areas based on <br />U.S. COtpS of Engineers reports are shown as light blue pailI'm. Be- <br />cause of the small map scale, areas subject to flooding along some <br />streams could not be shown. A solid blue line along a !itream indicates <br />thai mOTe detailed flood information is ayailable in referenced reports. <br />Streams in the western part of the study area are confined to narrow <br />canyon~ that have steep streambed slopes. Limils of flood1'rone areas <br />along these streams roughly coincide with the channel banks except in <br />arelSupstream from bridges or other constrictiO'1sin the channel. <br />Many of these structures would be overtopped by the IClO-year flood, <br />and the depth of flooding urstream would be slightly higher than the <br />maximum height of the structures. Depths of the lOO-year flood alung <br />the unobstructed canyon teaches would a~rage about 5 feet (1.5 m) <br />above Ihe streambed based on an analysis of stteamflo.... record, for <br />gaging station~ in the area. The IOO-year flood ucpths generally range <br />from 3 feet (0.9 mlfora lO-square'"fllile (26-km'j basin to II f~t(3.4 <br />m) for a I,()()()..square;nile (2,590-km') b;!sin. Although flood depths <br />are generally shaUo...., stream velocities....ould be rast and could damal!t' <br />structures close to the banks. Streams along the canyon rl'ach,'s for - <br />which the above informalion applie' are shown by dashed blue line son <br />the map. <br />In addition to the areas subject to inundation a]ong principal <br />streams, other areas are also subject to periodic nooding. llteseareas <br />indudenumerousravinesthatexperienl.'eshallowl1owsduringntra- <br />ordinaty runoff and many flat, low-lying areas where water is ponded <br />during periods of rainfall or snowmelt. Also, during flood periods, de- <br />bris may accumulate upstream from drainage structures, cau~ing a re- <br />duction in flow capacity of the waterway. Such debris can cause in- <br />creased upstream flood depths and extremely swift velocities near the <br />streambe-d.lnextremecases,drainagestructuresCD.nbeseverelydam- <br />aged or destroyed. Other deuructive processes lhal commonly accom- <br />pany rllre floods ate lands1iding and mudnowage along steeply sloping <br />terrain. These prlX-esses are often triggered by excessive wening of the <br />ground and by scour ofstabitizing material from the base of slopes. <br />Identification of areas where theabove-<lescribedflood-related proc- <br />esses occur is beyond the scope of this report. Nonelheless,adetailed <br />analysis of each process isan integral part of plans for extensive land <br />de~lopment. <br /> <br />SElECTED REFERENCES <br /> <br />American Public Works Association, 1966, Urban drainage practices, <br />procedures, and needs: Chicago, Ill., Am. Public Works Auoc. <br />Research Found. Special Rep!. No. 31. <br />Anna, L 0.,1975, Map showing availability of hydrologic dala pub- <br />lishedbythe U.S. IOnvironmental Data Service and by the U.S. <br />Geological Survey and cooperating agencies, Colorado Springs- <br />Castle Rod Area, Front Range Urban Corridot, Colorado: U.S. <br />Geol. Survey Misc. Iny. Series Map 1-857-<:. <br />Follansbee, Robert. and Sawyer, L. R_, 1948, Floods in Colorado: U.S. <br />Geol. Survey Watet-Supply Papet997, 151 p. <br />Patterson,J. L.. 1964,Maa:llitudeand frequency of tloods in the United <br />Slates; Pari 7, Lower Missis.~ippi River basin: U.S. Geol. Survey <br />Watrr-SupplyPaper 16111, 636 1'., 20 figs. I pl. <br />U.S, Army Corps of En!lineers. 1971, Flood vlain information, <br />Monument Creek, Colorado Springs, Colotado: U.S. Almy <br />Corps_ Engn., Albuquerque. New Mexic<-" 42 po, 9 figs., 13 1']5. <br />_1973, Hood plain information, Fountain and Jimmy Camp Creeks. <br />Colorado Springs-Fountain, E1 Pasu County, Colorado: U.S. Army <br />Corps Engn., Albuquerque, New Mexico, 47 p., 9 figs., 611'1. <br />U.S. Geological Survey, 1970, ~lap or flood-prone area, Colorado <br />Sprinp quadrangle, EI Paso County, Colorado: U.S. Geol Survey <br />Open-nil' map. <br />U.S. Geological Survey, 1973, Map of flood1'rone area IColoradol: <br />U.S. Geol. Survey open-fill' maps. Castle Ro~k South quadrangle, <br />Douglas County: Dawson Butte quadtangle, Douglas County: <br />EJsml!re quadrangle, EJ Pa'lO County: Falcon NW quadrangle, El <br />Paso County; Greenland quadrangle. Douglas and EJ Paso Counlies: <br />Larkspurquadrang]e, Douglas and II p<lSQCounties;Manitou <br />Sptings quadrangle, 1:1 Paso and Teller Counties, Monument quad" <br />rangle, U Paso County; Palmer Lake quadrangle. E1 Paso County: <br />Pikeviewquadrangle, FJ Paso County. <br />U.S. Soil Conservation Setvice, 1973, '.lood hazard analyses. &and <br />Creek: U.S. Dept. of Agricultute, Soil Conservation Service. <br /> <br />1-------------------- <br /> <br />:------...-- <br />! <br /> <br /> <br />, <br /> <br />! <br />L___u ~u________j <br /> <br />MAP SHOWING AREA OF FRONT R,4.NGE URBA~ CORRIDOR <br /> <br />B:isecompiled by U.S. Geololtical Survey in <br />1972 rrom 1 :24.000 quadrangles dated 1954-1966. <br />umitedrnisionhom aerilll photographs taken <br />1969 <br /> <br />L <br /> <br />7232 <br /> <br />MISCELLANEOUS INVESTIGATIONS SERIES <br />COLORAIlO SPRINGS-CASTLE ROCK AREA, COLO, <br />MAP 1-857-C <br /> <br />)0' <br /> <br />~ 10. <br /> <br />t4'f ..:;;,,' 1'>'" ~.~ I <br />~ S' ~'>,.~~.~'-:~ ~"..- ~o,~. o~,Jc" <br /> <br />I ,~ ~"';'1' >4 <br />1 -', ~,R,";n;H~ , x <br /> <br />"', '. ~ j.. , ij~ <br />, J; I" 11 ~j <br />'f..~. ". I <br />(.. .fir=- -" t' <br />I 6 ' <br />i <br /> <br />T <br />I <br />I <br />1 <br />I <br />, <br />l (' <br />, ' <br />I <br />i <br />J, <br />I <br />, <br />I <br /> <br />=1 <br /> <br /> <br />w <br />-,- r <br /> <br />I' a ~O' <br /> <br />L <br />o. <br />~, <br /> <br />J_~"" <br /> <br /> <br />Nernrlck <br />ButtOJ -.Y <br /> <br />I <br />1 f <br />r <br />PIii <br />" <br /> <br />," <br /> <br />,,~ <br /> <br />"",-y;, <br /> <br />--t" \ <br />,.'t <br />I:r <br /> <br />~) <br />l~ 0, <br />./ ~flM~,~ <br />{( V <br />J~- ~~~ <br /> <br />r <br /> <br />I, <br /> <br />'~;-: <br /> <br />..,j. , <br /> <br />~0'" <br />~~~ <br /> <br />1 <br /> <br />~~ <br /> <br />'-0 <br /> <br />-, <br /> <br />'~ <br /> <br />..'rJt;&:t <br />; K <br />I I <br /> <br />,~ \... <br /> <br />" <br /> <br />"" <br /> <br />\ <br /> <br />,,,'~" <br /> <br />I <br />, <br />I <br />I <br />I <br />~ <br /> <br /> <br />./! <br /> <br />~ <br />1 OilW!lOn' <br />Butte <br /> <br />,'" <br /> <br />~~ <br /> <br /> <br />~- <br />.. f <br /> <br />,-' <br /> <br />.- ~-f-.- \>' <br /> <br />I, <br /> <br />~~}~~ <br /> <br />.:. !' <br />'~I <br /> <br />,r <br /> <br />ftM :;1 <br /> <br />I <br />t <br />t <br />j- <br /> <br />; <br />1 <br /> <br />/' <br /> <br />:::~../ <br /> <br />-1 <br /> <br />" <br /> <br />;, <br /> <br />-< <br /> <br />~ <br /> <br />'Ii' <br />.;)<1;'" <br />f <br />~/ <br /> <br />t)4~ <br /> <br />;" <br /> <br />;.' <br /> <br />." <br /> <br /> <br />Larkspuf <br />Butte <br /> <br />('i <br />3~ <br /> <br />--'" <br />'>r>" <br /> <br />p <br /> <br />Raspberry <br />Butte <br /> <br />com.., _ ,_3~~,,1 .1 <br />Mountfin <br /> <br />1 ; <br />RatS', aft. <br />Butt<< <br />t <br /> <br />'k <br /> <br />~~ <br /> <br />U411' <br /> <br />l <br /> <br />" <br />.:J.' <br />. <br /> <br />+/ <br />/ 'l <br /> <br />.i <br /> <br />)' <br /> <br />!~. <br />f', U,,,coln <br />~untaln <br />/'F <br /> <br />(0;"1 <br />u.J <br />\ <br />\ <br />I' -,-..1 <br />('-_~~i/ <br /> <br />( <br /> <br />E!.h !:iC <br />if <br />~ <br /> <br />--?' <br /> <br />r <br />J <br /> <br />\ I <br /> <br />m; f <br />~613!....c."'~o/' <br />;t--, ~-f <br />, 6 <br /> <br />" <br /> <br />:1.;1 <br />I: <br />1"0. ~ <br />,.,~'~ <br />BoO' ) <br />, MOU,:!~I" <br />_ -""---3.1" \L".. <br />1 6 <br /> <br />Best <br />Butt.. <br /> <br />8,2 <br /> <br />od <br />" <br />sl'l~ <br />", <br /> <br />0" <br /> <br />u <br /> <br />-, <br /> <br />, <br />07'30 <br /> <br />.-+".6 <br /> <br />;; <br />.,,,;,, <br />l' <br /> <br />~130 i <br /> <br />pi <br /> <br />" <br /> <br />,Ii <br /> <br />11 <br /> <br />"' <br /> <br />~9~f_ <br /> <br />f <br /> <br />11 <br />r <br />,~ <br />.l<*~ <br /> <br />TIlS <br />~ <br />"tOo <br /> <br />f1" <br /> <br />': <br /> <br />o <br /> <br />~ II <br />r; Ie" <br /> <br />1'; r;- <br /> <br />;\ <br /> <br />~-j <br /> <br />I' <br />" <br />",I:""" <br /> <br />~,;B--!- <br /> <br />4"'. ;., <br />, <br /> <br />-/?"' <br /> <br />"251 <br /> <br />~' <br /> <br />j,~''t- <br /> <br />II... '" <br />~ <br /> <br />,":" <br /> <br />'\1,;. <br /> <br />~ <br /> <br />" <br /> <br />''''''1}..\l1' <br /> <br />z,' <br /> <br />-" <br />"" <br /> <br />/ <br />., --..-L <br /> <br />\ <br />I <br /> <br />" <br /> <br />''j;.,,' <br /> <br />c..:., ',.:.' <br /> <br />if'l-' <br />...; - <br /> <br />~ <br /> <br />~ -\ ,...---'/" <br />.... .r/ <br />~-~~~"-r- <br /> <br />~ ~J <br /> <br />I <br /> <br />" <br /> <br />~'-j; <br />;r+ , <br />+ / ~;::lY <br /> <br />.....- <br /> <br />_;'1 <br /> <br />r <br /> <br />~ IVOI)..".r <br />Lttr'i <br />~ <br /> <br />f, <br />J cj <br />"/ - :~f:~f-~ ~ :~ <br />-~ ' 'i[ <br />""'.......'\../ -------'"""-fT <br />/," t ~ ric <br />t + 4 <br />J <br /><:# <br />'"' <br /> <br />"<'0 ~ <br /> <br />,t,\ <br />y 4' (, <br />'f <br /> <br />+ ;- <br />, <br /> <br />+ ~~~ <br /> <br />t'; <br /> <br />~ - <br /> <br />9.00' <br /> <br />....... <br /> <br />-,goO( <br /> <br />0115 <br /> <br />~ ':;:,o'~ s.., <br />~~-"", 'j :&1'" <br />'<,:,.">- ,". ~ <br />" ''j;, O!.""'''---V~' <br />.. I..~ I <br />I <br /> <br />.. <br /> <br />--,f <br /> <br />.,... <br /> <br />" <br /> <br />" <br /> <br />'/. <br /> <br />1> <br />-- <br />"'.. <br />~,,- <br />"'1> <br />~ <br /> <br />;;- <br /> <br />3631 <br />,~ ---Y~6~;,:: <br />'1 <br /> <br />~, -:~Ln,~ ~- =-. <br />i L- j~I;OC~ <br />,,~ ?~ <br />i, - <br />,~ '-. <br />1 ;.~';~" <br />-,,$\0" / .~,. <br />(,." .. <br />F........ ~ <br />'0 I ;\ ..., -~~.". <br />~'I ">' <br />,~~ "'00 <br />, Evrw <br /> <br />-" <br /> <br />.l10 <br /> <br />U: <br /> <br />,~;?f 1 <br />\( <br />;.. ~':I <br />_ _.1> <br />. j., ~'" <br />,.,,"8f Q <br />~ <br />I "' <br />, <br /> <br />i31' <br />l <br />t, <br />~ <br /> <br />" <br /> <br />)9.;. <br />". <br />......~. <br /> <br />01' <br /> <br />., <br />JJ 0 ~'r." <br />ot <br /> <br />0'; <br />" <br />\' }~(O <br /> <br />~ 1~~ <br />f K,j,,\r.;;;7 <br />..At ~i ~ -~~'.'~~",-:.. <br /> <br />., <br /> <br />},,-_:~, <br />.../,~ " <br />/ "'), <br />T - ~i!J3.'.-, <br />Mt . 1....-1} <br />M..."tou 1">-4. nit <br />., ---r; . tf:-jl "-q; <br />.' "R~e~~r-'-.::f'O~:, '. <br />~} ::1:"'1 ~ <br />o ('j~ ::: h'~ lTj, <br />'/ '" <br />/ij~7- " : <br />\j; _ Mt' <br />Ga.rfield <br /> <br />"'" <br /> <br />5; 30' ~;. <br /> <br />"'I <br />y, <br /> <br />"' <br /> <br />I <br />I <br /> <br />~ EL I'ASO CO I <br />;.....-- -l-. T-ELLER-ro---.l........-::l <br />.,. "a I_ <br />~ <br /> <br />T."".y <br />c~.. <br /> <br />. ... <br />~--.- - <br />;~''',.,,-''" <br /> <br />,~ <br />'J;':~~ <br /> <br />.,< <br />,~o <br /> <br />, <br />I <br />i ~ <br />, <br /> <br />.."" <br /> <br />a,., <br />." <br /> <br />.. <br />RON <br /> <br />45' <br /> <br />45' <br /> <br />'~",.~,\~ <br /> <br />." <br /> <br />,,) <br />JJ'~ <br /> <br />'\. ~ r.~tB,-., ... L"'\,,~,~..(~:, <br />'1 I fW<,k(';:T\t- ~<:< <br />- ':::"-.. _ -1- <br />B.ue~u"laj" -.....'- E', --.... ...... I -I _~l I'r 0. ~ <br /> <br />'-'V :;.J >l ~i.J.:~,{Jl'~ H ~,~ I0 \ ,., 1'1 ()" ... " ' <br />~ ~r ~'::;'f ~ t..... '-1.. t <br />o ~- y"'" '- '\ ~ '1.."': -"I.! <br />o -'-0 ~ <br />~ I _;'"'~ 'l\._ a1 ~ ~ ") <br />""-'-~/ """",~, H XJ '--'.....'" If'" '\ <br />J ~1' 12-11 \'" ... <br />'\ ..,...J~--,~," <br />:J!.l ~ /' / ~ ~ ~ <br />"1"""'", _ , <br />"s"<?2' /-' j - - I --:P"'\, <br />, , <br />~)'o" X .' t ""VV"'..I-'. <br />'20 '15 <br /> <br />111' ~E <br /> <br />',' <br /> <br />",,- <br /> <br />"'85 <br /> <br />", <br /> <br />:4.,..... \...i <br />Fnfn i (,,\H$O'/>. <br /> <br />, <br /> <br />L..(. _ G,~ t^t<\ .........!~ k <br />"1' <br />'I , <br />,) :.! <br />t ~""g I <br />( '. \, <br />l I' <br />( <br />j Is <br />-)--F:~'l~~ ('~_L_-4~' <br />/ <br />f jf <br />,I <br />I <br /> <br />4-0 <br />'~ ...~. <br /> <br />',"" <br />.:Ji' <br /> <br /> <br />:\..-. <br /> <br />\...~, <br /> <br />~\-, - <br />-. '- <br />, \ <br />\ <br />..., l r <br />.. " \~I <br />\\ <br /> <br />.r-,' <br /> <br />f <br />Ijx <br /> <br />.., <br />c. <br />'L <br />" <br />~' <br /><:' <br /> <br />" <br />I~ <br /> <br />~ <br /> <br />SJo' ,;,(30" <br /> <br />'151'1 <br /> <br />J) <br />~ <br /> <br />EXPLANATION <br /> <br />SCALE 1:1 00 000 <br /> <br />.......-- <br />~ <br /> <br />!1ood-ptone area along principal stream based on $tudy by U.S. <br />Geological Survey <br />flood"flwne area along prindpal stream based on study by U.S. <br />Atmy Corps of Engineers <br /> <br />~ <br />5000 <br /> <br />10000 <br /> <br />15000 <br /> <br />20 000 <br /> <br />5MIlES <br />2!i_POOFEET <br /> <br />~ <br /> <br />4 5KllOMETRES <br />--=-= <br /> <br />DATUM IS MEAN SEA LEVEL <br /> <br />Flood-prone area delineated on 7y,..minute topographic quad- <br />rangle-width not shown because of small map scale <br /> <br />MAP SHOWING FLOOD-PRONE AREAS, COLORADO SPRINGS-CASTLE ROCK AREA, FRONT RANGE URBAN CORRIDOR, COLORADO <br /> <br />_____ Flood-prone area not delineated on 7YHninute topographic quad- <br />rangle because of narrow canyon reach <br /> <br />By <br />Jerald F, McCain and W, R. Hotchkiss <br />1975 <br /> <br />For..I,by U,S. G.ulOlljc.IS..r~.v <br />o.'w.... Colo. 80225 'nd Rnlon. Va. 22092. price 15 cenfl <br />(tU.s. GOVUNMlNT PRINlI"!G Of'IC(, 19'$-6.l'7.).w/s <br />