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FLOOD00591
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Last modified
11/23/2009 1:21:41 PM
Creation date
10/4/2006 9:23:01 PM
Metadata
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Template:
Floodplain Documents
County
Weld
Community
Greeley
Stream Name
Cache La Poudre River
Title
Floodplain and Floodway Analysis
Date
2/20/1994
Prepared For
CWCB
Prepared By
Brown & Caldwell
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />~t; ~E RAI, EMERGENCY 'VlANt,GE MENT AGENCY O.M.B. Burden No 3067.0148 FEMA USE ONt y <br />RIVERINE HYDRAULIC ANAL Y515 FORM Exp"" July 31 1994 <br /> <br />I'UHLlC HUI{I)EN lllSCLOSUI{E NOTICE <br /> <br />Public rcportirH; hurden for this rurm is estimated to average 2.25 hours per response. The burden estimate includes thl' <br />time for reviewing Instructions, searching existing data sources, gathering dnd maintaining the nceded data, and <br />completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions <br />for reducing this burden, to: Information Collections :v1anagement, Federal Emergency \1anagcmenl ^gency, 500 C <br />Street, SW. Washington. DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- <br />0148), Washin!(ton, DC 20503. <br /> <br />Community:.lame: City of Greeley <br /> <br />Flooding Source Cache La Poudre River <br />rU,u: {urm (ur o!ach (luudwg suurct!) <br /> <br />Project Name/Identifier: <br /> <br />City of Greelev Floodplain and FloodwrlY An;:!ly~i", <br />,. REACH TO BE REVISED <br /> <br />Down::;trcam limit: <br /> <br />Station 24540 Below Ash Avenue Bridge <br />Station 30700 Downstream 5th Avenue Bridgp <br />2. EFFECTIVE FIS <br /> <br />Upstream limit: <br /> <br />o Not studied <br />o Studied by approximate methods <br />Ilownstream limit of study <br />Up:;trcam limiiofst.udy <br /> <br />o Studied by detailed methods <br />Downstream limit of study <br />Upstream limitofstudy <br />o ~'loodwa.v delineated <br />Downstream limit of Flood way <br />Upstream limitofFloodway <br /> <br />3. HYDRAULIC ANALYSIS <br /> <br />Why is the hydraulic analysis different from that used to develop the FlRM.ICheck all that apply) <br /> <br /> <br />o Not studied in FIS <br /> <br />o Improved hydrologic dataJana:.ysis. Explain: <br /> <br />1KI Improved hydraulic analysis. Explain: Addition of nllmArimlC cross sections between <br />Ash Avenue and US Highway 85 <br /> <br />o Flood control structure. Explain: <br /> <br />[ZI Other Explain: Construction of new highway bridges over the Cache La Poudre River <br />at Ash Avenue and 8th Street <br /> <br />fEMA Form 81-8ge. AUG 93 <br /> <br />Riverine Hydraulic AnalysIs form <br /> <br />Form4 <br /> <br />Page 1 ot6 <br /> <br /> <br />- <br />
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