Laserfiche WebLink
<br />t <br /> <br />.' <br /> <br />'<.:o~" UNITED STATES MONUMENT QUADRANGLE <br />1'"1-~,,- DEPARTMENT OF THE INTERIOR MAP OF FLOOD-PRONE AREAS COLORADO-EL PASO CO. <br />1!. GEOLOGICAL SURVEY 7.5 MINUTE SERIES (TOPOGRAPHIC) <br />04.5~3fV1' J OF:N~R 44 IttII 5062 III NE DENVER 53 MI. 104"45' <br />~ ~ v 1511000ln.E. I 1CASTLE ROCK 'lfJ MI: '513 514: R 67 W. 50' 515 R. 66 W. (GREENLAND} 517 I ,.473Cf 519 FRANK TOWN :22 ,.". 2210000 fEET I . 521 . . <br /> <br />39~73rr~17>~~ / '~~~. "\/v:J j~%I\~~.~l)~::)~;~~,~_~~~~~~~~~.~ (~~'~:1~~t ( 39~73a <br />- ~ ~ ~ ~ 0 /~~- ~" '(J:; ~, l'l A-; ,v. ~"Y~? /;;> ~~tLl- 7 j ('-j)~ -": ~.J-~ 4 ~:!.!:.;'" \ -- ,p~'-'o...' 3 ~ .({ ( 'b 470000 <br />.., ~ :-..; .. ~ "\. ="- W ~>'"'" fJ: -Z., / . \ ,~' 0 -1) ." ~ FEET <br />7((; \)::.---- <-,; .'\..--!~ ~ ~) ,10:.;:::;;, 1 ~\ iJN1{ /)( ," ",,sf' /. ~ 1,.<1' " '1?r r-'Y~X . I. j ( ,;"', ~.-'h. <br />.''''If ~. S-003(( . -(~ 'i~.. v'D (, 0 V\ iT"'\ '" !)iY'/l-/J--:- -- ~~'$ J~~" !j{rL." ( \ -\:\ ";... <br />\M~!II ~':::;.~.~~C;~)I vj] 1.'~~\ 7~ ~/. Y~V.f'-'::~~o: ,"'-} o~_(1:~t:1 \..\ iji":~If~<t. (~\ \.7:51 ~ <br />'\ """ ".~" ~ 'lJN.o c, .' M: . ~ "\ A ~:-. ..) '" } .~. ~, '-../ yp/ '~~), y ) -....;; .... ~..) I / <br />L,';), 1 . ,,.:;L 'J 11r' l'lJ. ~ Y.\II~ ,j' _ V '~.__. .==..n..I,,~.~ = = .= =c='_ L ==-. 0 ~ :;,) r ~ 15/ 5~ l.--. 'I ~ ,,' I ""y\ "\cL"'~ /1 <br /> <br />_,~o I~ '\I.r~i\I\: I, ~ ~ "J1:t- . \-J,\.~ 1",,0-'\ ~~ I l ~ ..... p" <; r "'; V ... J'// (\ C( '\> <br />"29 )),~ l/U ' Lt, W, '--.. :::",. v') '%7 ( ) " 1" i ..' ..L~1... . f 0 7288 '\. ( \ "'-1 i\ "29 <br />~I)}\..~' ~^~~'f-':."p ,\\,-.:~:/(I\ A ~~f(74~3 I-~- --- tv~.: j ~ ?:";J. :---,j,r \r \ ,iL~ <br /> <br />~f\VJ\~"1J1 . f ~ ~ ~1i).' ~ 'j W . '::::l ~ l/~ VV/ L;Z6~-- 'l.... /.;;c::~~ ' 9i :{/C ~~~ ~~:o <br />, ~) )V,7 L.~ 1/. . ;l;V /f;f!;l; of "' ,f- -- ' ~ n , 7;, ,""\ 1\ 1 \ \ ,\,~ L <br />~'A(I~;-C/ , ~~ ~ i~ .( l.>)[;}i;JJ VI, V,p" i' \_~ 45X 1,7460 /1'~ f / / .~ ~,j; . ';f'~ : ~~\--",,~,( <br /> <br />~~ I :.JI ~. ___, ~I> ?J >0';;;;;: \" . --:1;,--f-l r-:::.~~'" rr 17 ~ y~ . . J/ / ,jJ/; .. L, :.. /o%.~ ,( -i "28 <br /> <br />" J ~ -N. ~ "'< c>[L ]> -\ lA J ~//, f2~ /~ 7>~'~Z~ "--Q : f' f:: )~ ~ '.r, '\il~] ~ ,,; 1"77 if ~ \. ~ L <br />"-7 =.l~h-~l ~.. -;,'77/1 ~ LL.."-='" ~~J( ~ ~ . :7.t1;;{.f3v:.J ~JI/) \~.& "=~, ";';.2 ~.. \ \ ""? 'r" '~\ ~ <br />_ I ~. II \. " I ,-' 4.~ :o,,~ ~iv ~ ~ ~~ r ~')~ 7' ~.{\~ v ~ -(:\ ,..0 ',.,jJ~ ~ t. ~/ q t \ i ~ ~ ~ (~~ (~ 0 ~ ~ <br />i. ..E\ :/\.~ument r li''' '-. \.,~ ;~ ~(~ ~ J ,'] v / )):,; I ,7392 (~'( L"""" 11'<."-' 1 <br />. . r- I {~,\. (, " . J ' II ' . "v ~'< <br /> <br /> <br />\\~.~ ({rev" ~:<)j 'Li. r'f!~~~~" c~~ ') (r ;.\t~~~\)~'~'I\~~"\-~1, . <br />~ ,,-~- ?( l~ ~ ,~ r f 1}) :I~\ ,\{;2 ~~0fk,~~? ~ ~~ I ___ :-i( ~ r~,;r\ }; v'/ ) ^ \:)> '7 ~~~ ~~ )"._.: <br /> <br />.:.:;,\ '"'. ('" "N ^ <::::..,. ~.~:.; ~ IV,- /' Ir'"".v ~ 7W' --;....j \' ) VJ <. r " I"~ <br /> <br /> <br />5'7; I~~ ~ ---. ~ ~) ~ ~~.~; M ~A ~ ~ ",2 /~'-~/, ,00 M ,/'/' f\! ~t[~-: ~ 2: ? ~';{,,( :>..~-,. l~ /1 {~5' <br />.r--7 &--\ ~ < = ('--.:, \.~ " l' .)~I-::/ /J' .. '> z'<:" -r\cJ5/i) _ [\. <br />~ ~9" J % ^ \.. 0>'00 'c~~ ~71 \ ~/'>~~V>r-,/j ~ "/,j'\;F'i0c.,\tt,>.,cu , ') ~ <br />\ <: ~""'~~/....;ryc::-z, :y7(,:':::::-D ) '-': 'f. 151\1/','1/,,7 ~ \ .c. <.. / <.J if~..J ')91 '\1"6 r~ , 0 t-... <br />:--- 1\ 'v~~ ~ /'" \CfJ,,\,f~~::;>~ ~~, ~l:1-"vj ,. (~.I\lL,\" /(L~ ;J{'~?; frj?~' ,; >f~~ ~\ '\ 72-? <br /> <br />,I~_I::J ~ ~.' ~ II ~~::':"~~~~f?(% 0 ~ c:!ff~, ~X _ 9r~~~~~~~<;~~,~, <br />,~ &.,.,~~:'i.~1~ 1"/ ~~T i?- :: ~'~ ro~"rid; v~~~~~~~~ol~I)~~) ~ ~~6~~'~~ !d~~J~~~-\ <br />_~ ~O;-- 2 ==~ \'\i'~\<'J_/1; U ( \\'-,JI~:~rt~';~~':;~~\( ~VJ~/'J~~t~B ~~'/~ N .~ /c~( /1, ~~ '\\Jr\~\~"24 <br />"24. . (:)." 'f. L::,V ~ (0 IJS~ 'cJ\~fl"'~':6 ~~ ../ ~/ ~ U)) ASl" >)[' \J/ ,0Y 0 ~ v~ \ ,(.,:--. v~ - <br />~L'--, ~'b., '\ ~~'~~o' .~'tj, ::\ (2~ ~~J~~~~~ ,-~l~t'r.~/ I ~Vff ,nL~~?J;iV);~"-.'-"B;' Oi~~7)oJ W'7 ,:"'~~d7l~~ <br />h ~ \ \.1.. /. t" ( \"- ~~~ .^ -, :((riJ'/, i 0 ~I, . J~?~-, ~..t ;s;! .I.d' -, '-26j \<J~ <br />83 ~\ (~), 7t.., " ~\~~? ~ Q ~~t::::-- r(~ : ~ I.!f!), " ~"o 1 ([';"r:J,~r' L.~ >:~ <br />~~~ ~~L:r} ~\'-L"b~.(i~, Ii ~ :~~ r~ ~.,.oo~ ,((lid l ~I,f( \', '-I~' ~<~t~ \e: 7.00. {-'~;A~ "~:~~~""~'c ~~~~~ "\.,~L ~ ~~ <br />:; .< r..\.- II :. ,j~'~ ~ ~ ~A -;'/~ 8 f, 0 ) I \ ,In., \ <'-'.-<\) .-{y,," 1 0 r S?; \ v,--:::.- - <br />~ )\~) 0 0 ~" i!fIr;;( ~\_>_ 0 $0..\..' ,,~:. ~-~".'?l::'~\S" r)..\.A 0~,15< <br />~ ~((f~\\ II.. ,,-;. .~/:iJ r?r~ l~VL..,~ ~m >2...~. \7- /(., ), ztl'--< _~~J I ,fJ: ~~ {..~(;~ )~(~,l . ')[I'-:;i r/ r:::/;J "23 <br />~ 'C7U.~. ~"~\\~ 7g~~~~~~~L/ r _~~I> ~ 1, /(?I/ \( "~'----'/~r!)1,1:g7?fJ5. -- <I~~ o/I .~~.~ (\~'7U~~~ <br />~ -- , ~'-- \..00 ,1',':7) ~;f)Z ('4./'0 :', ~]C~ ~b~ ,'- ~ ,~ ~"-=\\} r2.2j;);J -~~ ~S( ~ l ,(( /~N~0 <br />.i:: .! ~~ \ \~)( ~ ~~Y? ~~~f~( [(~ ( ~ ~~\, .~~\~ur:]:;-~(~( (j f ~~;;~ s'J2^' >j: ~d~~Js <br />o ; r ~ c:::::::? :')~^ J/t::= J( ( [( '.?p """ ~ . I;?r{ /"..L ..J rr); ~ r'jL;::' J 7 --;:;:,,d'rr=;; ~ <br />: \'::1 Cc3$, \... - \ \~ ~ (L~::J ~_~ \ I ~ < (( 9 ~ ]~ .~~ l/d7~ ~~ ~~l\~\~ Sfgu(rJ . ~~~ '\ ? I / Ji) ( <br /> <br />'" J'RONE\A ~ 0 "M ",. ~0 ' - 0 : \] "~:y~' ~ ~ :\( ;!J( 0 \ rt, .' ~\, <br /> <br />T.flS. S:~ .~ f[t~ D \. ~. = ....~.~':7C-\\\~~~~\.J~ i;~" ~,~o/j(( ~-cJ-~_1 ,,~~~~p((7:~_^'J\IJ~"'>:.'h~-:c~~r oh~~TflS <br /> <br />"21 ~.....J:r -'-, ,... ........ .\.. ~r((0:1, ), ~ '/~lf.-7C~' '" '~~< 0" "11 <br />-.0 ~ ~,B ~-s:d:' '- tj ~ ,~ - \, .900 /"'----1/-,,\1 r(i-/~~.'(5,~\:r-;r-7'~ \J.~' ~ o( ^ ~TL -\zJ '. ", ~>"~ ':~ \I:n'z~,:- <br />Lc! ~ lS"au :2,~ P.) .(JCJ!\rIi "'~ \ 8>~./ ?- i~C:- ~~\ /::; /::: ~./1 < I > (+. U~M z ~"oo r7~ \:~~) ~:...:~ ): """ ,,( ~ ~ <br />-~ '1 ~ -7 -- ~~ i\' 1"'.// 'S /...,~ /.,~ ,e:"=.~ . ,,~W\~ l' b~ <br />",---sl /~' ~O. ~ --~- - - ~ ..%= '-r',j \'i ., ,\u 62 ~ c:s (, 1 ill . <br />l/)-,,~;JIj'':/M fP-~ ~~ ) \~~_ I ~~..o\ 1- . .88 g ~~~~r~'"'.7'-ll .~ .~= v/~;~ q----:' I ~ ~~ L ~ ~ ~ v\~~. ~/Q' ~#~ <br />r:-J;~P.=- ~'. r,~..4. c>. _ ,.=' (I.K\l, AREA/' "\ \ / '~ / 0 '( " ::co I ~~1'00 ,.., (J! v: ~1iW')~c <br />~ /' ) )~\. "r-."\ A;/./:4, d. '- r---"" J' V,\\ '---. ~ 0 'V I ~~ I '/-' ,\, ?~ <br />~~-.:r: ~ ~ ~~.~ ~..t ~ ~. ~._-~, ~ ,~;--r ~/,,----- - I --t:~~'t2~ :/_l.~ ~_ i : 11;" l~ ~'-.~/) ~'~ ( ?i /( 'i'~\)l~ <br /> <br />~'r _~ - - N'. ~<I~ 1\, ,;, .:i '~ ~~ ~ "..~!!::- ~ s=' /... ~-J::--=~ ! . . II 0 ~ ~ v ~,~ ,(:\ ~ ,1/' _~ <br />~~~/2- ,N" ) .,00 "ftt.. Q \, 8"::' '--'800 '1/, ~ ~ ~ o/?~r-/ : .~\ ~~,,~:D IjIJ4'1(~~~ ,,/ ~'~~/C~~:\i <br />~' / /',... ~ "'\I I "'~ G-/ _ '- I 7000 ,. V f). H /1"g ~ <br />-; ~- "- 3 po ~ r "'V I ~ I ~; ~~ 7 I IL' ~ --tf -- UN ++...J J' r-- <br />"19 {,r-- -' ))"b ..:; 11 ..&?"" '""" I I "~I \ ~ /F.. 'e/ I ./, J It~~l;;. 00' L ~ ~ ~ t" " --== /", ar ~: !5 [) ,,~.' ,J ;:;~)J.::'7J;j "19 <br />~ w'-.~) 7~/- - -- J ~ I 8.>06 "I. /-' ? ~A:? '. (!;. -, ~~ 9" I)j ), ,\', :_.'. :~~5i<<~ <br />L.,- ::::-.~9'. I , i) ....--'r G~! emy \ -./ A::.-" ((-- '" 6 y~; '- s.,~'..;---' ::' Ci:!Jooo I" ' !!-- .. ,') / ~""':~ Ire;:; <br />'F",> no'" ...., c). ,- I ,;;~ '~_L...'..Jr; '.1' ~'o"" "f')',' .~' : ,\., = "') ;s;~ <br />~ 6620 <br /> <br />~ ::---.... " "\\_'-: ij/,;_'--f1,f'c..-: ~\..,~,)(;~ '~f" Jr<!(J;;1> '--, ~7z~~~~ tr'o <br />~~,:~~~~~~)~: 1 .~-~~. _~_Yi'" ~~ ,,~~; -~ '\ O\\~~~~~jrf& ~l~J~<?--. <\2 s:~~ (~li <br /> <br />~~~' ,;' 'l/ /-;/:.: ) ~~^ ~;~ ~/~i c-,. c&c \. ~~ ~ Z( /, ~~ \ ~9 , i J) \i,; ~ I )rC"'-'q <) 70'9, h' ~ <br />~ l009~/:~ ':-L~V- ,\"J ~~;,.~.:..~~\\ ~11I' ~~ (U~~ ~ , J>~(~~~~ ...p. /~~ j ..d'i> ~ ~I\.."",,~ l I,' <br />__"';'-001-"- ~~/ ( ) / U . trJ ' \.,. -('.:::;-;'3.' ~~ <, I L ~ Z;, y ...\S' /..~ 7~/1 ( /i r..~~J'Ji' <br />< ~~~~U / rp ,~ ''''' '" ~ . \\ ,~.:....c-JJ= l.-..o' ,('I " r /. '\ ~ r-- c ~ <br />.--.. ~~' 1/ 7.' '.@/')::-z...O ">(/'" '--~ ' ;P: i1.g~J IL ~~~Q <br />"17~-.1~ <; -~ -t'~ - ~i '\, AJ~ c\' ~~~S . /- c~~~:>oo~g;(~i ~-V~iI ~~X(C)~ . t'~ fL...."17..mN. <br />k-~\ .~._-~- ~@l, ~,...I.~ <'\,,~?w ~~,~"i jl -.:~~,()),,); Of ~ . ~~ ' ~/) ~C~~S~~'\ ~ j9~-<,~ 39~(Y <br /> <br />39"00' 0 5~HJOOOOFEET 51? 513 4.5" MI. TO INTERSTAr..E 2S\a R. 67 W. 5a I R. 66 W. PIKEVIEW 6.5 MI. 516 (PIKEVIEWI 517 I 47'30" 2 MI. TO INTERSTATE 25;' . 'HTE'tlOII' GEOLOGIC"'L.VII'-+r:T. W......,NGTON, 0 c) 104045' <br />104 52'30" ..' COLORADO SPRINGS" MI. 5061 IV NE:. ' ~21000m.E. <br />, Approximate boundaries of flood.prone areas are shown on this map. There 18, on the SCALE 1:24000 <br />O~~ average, about 1 chance in 100 tliat the designated areas will be i~undate~ in any year. 1 ! 0 <br />~o~ ~ This information is important to public agencies and private citizens concerned with future <br />\o'.otJ\ \ land developments. <br />fj The floodwprone areas have been delineated through use of readily available infonna- <br />tion on past floods rather than from detailed field surveys and inspections. In general, <br />the delineated"areas are for natural conditions and do not take into consideration the pos- <br />sible effects of existing or proposed flood control structures except where thoee effects <br />could be evaluated. Flood Aieas have been identified for: (1) urban areas where the up- <br />stream drainage basin exceeds 25 square miles, (2)' rural areas in humid regions where the <br />upstream drainage basin exceeds 100 square miles, (3) rural areas in sen\iarid regions where <br />the upstream drAinage basin exceeds 250 square miles, and (4) smaller drainage basins. <br />depending on topography and potential use of the flood plainS. <br />The 89th Congress, in House Document 465. recommended the preparation of flood.prone <br />area maps to assist in minimizing flood lOsses by' quickly identifying th~ areas of potential <br />flood hazards. More detailed flood information may be required for dther purposes such <br />88 structural designs, economic studies, or' formulation of land-use reghlatioD8. Such de- <br />tailed information may be obtained from the U.S. Geological Survey, otMr Federal agencies, <br />or State. local. and orivat.#l! &Q'~neieR. <br /> <br />" <br /> <br />"25 <br /> <br />1 MILE <br /> <br />EXPLANATION <br /> <br />1000 0 <br />.................. -- <br /> <br />2000 <br /> <br />3000 <br /> <br />6CXXl 1000 FEET <br />, <br /> <br />Flood boundaries were estimated from: <br />Regional stage-frequency relations. <br /> <br /><1000 <br /> <br />5000 <br /> <br />1000 <br /> <br />] 5 <br />0----0 .............. 0---0 0----0 ............ <br /> <br />o <br /> <br />I KILOMETER <br /> <br />G <br /> <br />CONTOUR INTERVAL 20 FEET <br />DATUM IS MEAN SEA LEVEL <br /> <br />Prepared by the U.S. Department of the Interior, <br />Geological Survey, in cooperation with the <br />U.S. Department of Housing and Urban Development. <br />Federal Insurance Admfnistration. <br /> <br />QUADRANGLE LOCATION <br /> <br />MONUMENT. COLO. <br />N3900-W10445/75 <br />Base by U.S. Geological Survey <br />1961 <br />PHOTOREVISED 1969 <br /> <br />1973 <br /> <br />00" <br />.}< <br />.. .,0 <br />\\~~.... <br />b'l yY <br />~o-.1t"- <br /><(-' <br /><,,<(- <br />,o.}< <br /> <br />"" <br />"."V< <br />o~oo <br />" '" <br />-t.-li--t-Iz:, <br /> <br />"1 <br /> <br />7248 <br />