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<br />CORPS OF ENGINEERS <br /> <br />. <br /> <br /> <br />N'.- <br />~, j <br />"'1" <br />'" <br />.- <br />r <br /> <br /> <br />- <br /> <br />POTENTIAL flOOD elEVATIONS <br />AT LOCATIONS SPECifiED <br />fOR RESPECTIVE fREQUENCIES <br /> <br />FREQUENCY, <br />1% 2% .4% 20% <br />ELEVATION IN FEET M. S.l. <br />5.428.3 5.427.3 5.426.3 5.42.4.5 5.420.7 <br />5.4.19.0 5447.8 54.46,8 5.445.2 54.41.9 <br />5.471.5 5.470..4 5.469..4 5.467.5 5466,6 <br />5.49.4.1 5.493.0 5491.9 5.489.8 5.485.4 <br />5512..4 5511.5 5510,6 5508..4 5505,1 <br />5562.7 5561,3 5559.9 5557.8 5553.3 <br />5605.0 5604,0 5603.0 5601.1 5597.5 <br />56.47.5 56.46.5 56.45,5 564.4,1 56.41..4 <br />5695.3 5694.0 5692.7 5689.7 5685.2 <br />5753,.4 5750,8 5748.3 5744,9 57.40.8 <br />5796,0 5793.7 5792.1 5789.4 5786.4 <br /> <br />\'-_......... '" '..\. l <br />~",,~ree~, Mou~taln ~~':L.-.-' <br />, ~ ':\:/ :\e" ,"-'""\, <br />..m _ .' -.... ~~,\, <br />.... ,,' - 31." :\..-" '\ '; ~' RM <br />R M ,"' ,"; "~'r1' I 80 <br />91 ' \.. R.M \.::~1~, I \ <br />85 ~" . _ I . <br />';; '--> .. :.~.. I - ) <br />."",~>X:_ ~./ .---' ~~ A: <br /> <br />RIVER <br />MILE <br />LQCA TION <br /> <br />CHANNel <br /> <br />~ <br /> <br /> <br />29 <br /> <br />5.7 <br />., <br />., <br />,.< <br /> 8.0 <br /> '5 <br />"- 9.1 <br />,.. <br />10.2 <br />10.8 <br />1L2 <br />\ ' <br /> . <br />36 '. <br />-. <br /> V'>-, D <br /> - <br /> . <br /> i <br />b \. <br /> <br />".... ' <br />;: . <br />.,..... <br />"C ~. <br />-J '1 ,;0;' <br /> <br />.- <br /> <br />- <br /> <br />~ <br />" <br />'--- " <br /> <br />~-. <br /> <br />.' . <br /> <br />..- <br /> <br />. <br />. <br />! <br /> <br />I r--' " <br />( ." :c"f~ <br />/ ~~~2' <br />"..;,------- \'. (~, .' \ <br />~ r.... .. c-. . r: I <br />.,.".~\\ j ::;.,~.-' <br />, r--. .,~ ~""".'.' .' , <br />- .w<"".,..),.J. , ....- <br />, i----.c- ,-- : ",/ <br />f .~,\ 7 I j ~~~~,' " <br />\~)//"~ <br /> <br />.. <br /> <br />, <br /> <br />."~---.;'/' <br />. -.\,', <br />___j I <br />; j <br /> <br />. <br />.. <br /> <br />~r- <br />)' . <br />-."'---- <br />. <br /> <br />,'~ " <br /> <br />! <br /> <br />. <br /> <br />. <br />i <br /> <br />. <br />v:" <br /> <br />.. <br /> <br /> <br />ToO""'"'"''"O'M","'''''''L",'U,S.G.'I., <br />".,O"o.'."Mo,,",,".nd'o"lo.,n.GOIO, <br /> <br />(("'''.-'-'"'''''"'"'10''''' <br /> <br />. <br /> <br />u. S. ARMY <br /> <br />LEGEND. <br /> <br /> <br />I Percent Frequency Flood <br /> <br />I....! <br />............,.... <br />.......--........ <br />..............--. <br />.................. <br />"............... <br /> <br />GenerolLimits Of The Flood plain <br /> <br />NOTES: <br />I. See study inde}l mop (PLATE 1) <br />for Ihe 10COlion of this sheet. <br /> <br />SOUTH PLATTE RIVER BASIN, COLORADO <br />DENVER METROPOLITAN REGION <br />FLOOD PLAIN INFORMATION STUDY <br />FLOOD HAZARD AREAS <br />BEAR CREEK <br />NEAR ESTES STREET TO MORRISON, COLORADO <br />SCALE IN FEET <br />o 2000 <br /> <br />:2000 <br /> <br />4000 <br /> <br />U, S ARMY ENGINEER OISTRICT, OMAHA <br />CORPS OF ENGINEERS OMAHA. NEBRASKA <br />JANUARY 1966 <br />