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Last modified
1/25/2010 7:10:38 PM
Creation date
10/5/2006 2:42:08 AM
Metadata
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Template:
Floodplain Documents
County
Weld
Community
Greeley
Stream Name
Cache La Poudre River
Basin
South Platte
Title
Floodway and Floodplain Analysis
Date
1/20/1994
Prepared For
Greeley
Prepared By
Brown & Caldwell
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />FEMA USB ONLY <br /> <br />FORM 7 <br /> <br />BRIDGE/CULVERT FORM- <br /> <br />Communityl':lame: City of Greeley'& Un:tncDrDQJ.:.a.t~o lJp1"d rnl1nt-;T <br />I'\ooding Source: Cache La Poudre River <br />ProjeclName/Iclentifier: City of Greelev <br /> <br />Identifier: <br /> <br />--- <br /> <br />'., <br /> <br />1. Name "froadway, railroad, etc.: Ash Avenue <br />-. , <br />2. Location.Clfb~dge/e1ollverl,along fl~nll source (in t.erms of stream distance o~ cross-- <br />section identifier):. " - , " . ' _ <br />. .,::. <br /> <br />3. This revision reflects (cheek one of the foUowingl: ' <br /> <br />1m New priC:lge/cuJv~rl not modeled in the PIS ' <br /> <br />o Modified bridge/cuiv~rt previously modeled in the FIS <br /> <br />o New bridge/culvert previously ~oo~led in the FIS <br />(Explain why new analysis was performed,) <br /> <br />. j. <br /> <br />'.' <br /> <br />Back und <br /> <br />Provide the following information about thQ structure: <br /> <br />1. Dimension, material, and shape (e.g. two 10 x 5 feet reinforced concrete box culvert; <br />three 30-foot span bridge with 2 rows of two 3-footdiameter circul:ar piers; 40-foot wide ogee <br />shape spill way) <br />145-Foot Span brid2:e with onp l_f.o.o..t._..c.fmt-Q~~ pie-yo <br /> <br />2. Entr....nce geometry of culvertJ type of bridge opening (e.g. 30. - '75. wing walls with <br />square top edge, sloping el!lbankments and vertiCfLJ abutments) _ 00 wing wall s , <br />with sloping embankments -.and v:ertical' 9.J:>.titme'n..ts <br /> <br />3. Hydraulic model used to analyze the strncture (e.ir., HEC-2 with :special hridge routine, <br />WSPRO,HY8) HEC-2 with special bridge routine <br /> <br />If different than hydraulic analysis for the flooding source,justif)r why the hydraulic <br />analysis used for the flooding source could not ana.lyze the strnctl.lre(s). (Attach <br />explanation) <br /> <br />Note: If any items do not apply to submitted hydraulic analysis, indicate by N/A <br /> <br />.One form per new/revised bridge/culvert <br /> <br />October 1992 <br /> <br />Page 1 ofB <br /> <br />APPUCATlONICEllTlnCATtOH FORllSroR COHOmONAL UTTEK or MAPKEYlSII)H. Lr.M'EROrllAP.ICV1SION AltDPHYSJCALMAPUVJSIott <br />
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