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FLOOD08571
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Last modified
1/25/2010 7:14:56 PM
Creation date
10/5/2006 3:44:44 AM
Metadata
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Template:
Floodplain Documents
County
Larimer
Community
Fort Collins
Stream Name
West Vine Drainage Basin
Basin
South Platte
Title
Major Drainageway Planning
Date
12/1/1980
Prepared For
Fort Collins
Prepared By
Engineering Professionals
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I I <br /> . , I <br /> . <br /> ., <br /> .- <br /> " <br />I -0 I <br /> e" I <br /> OC <br />, . <br /> .. I <br /> u. I <br /> " <br />I !i!: <br /> ,,< , I <br /> .. <br /> o. I I <br /> .' <br /> .- I <br /> 0" <br /> ". <br /> . I <br /> . <br /> o. I <br /> "e <br /> o' ! <br /> 0 <br /> CO <br /> . I <br /> .0 <br /> ". <br /> " I <br /> .. <br /> . I I <br /> . f <br /> . I <br /> > <br /> I I -. <br /> 0 . I <br /> 0 . <br /> > <br /> - - ---t--- <br /> , / N I <br /> 1 I") <br /> I ~ I <br /> I <br /> I . , r <br /> 0 , \ <br /> N, I 1\ <br /> -, <br /> :'1 I <br /> h. . \ <br /> ~ I <br /> :;. " <br /> 0 I <br /> I , , ) <br /> -- <br /> I , <br /> , ! <br /> <br />, <br /> <br />" <br /> <br />. <br /> <br />" <br /> <br />" <br /> <br />- <br />" <br />" " <br />o <br />, <br />. <br /> <br />" <br /> <br />" <br /> <br />" <br /> <br />, <br />o <br />" <br /> <br />, <br />, <br />, <br /> <br />, <br />o <br /> <br />, <br />, <br />" <br /> <br />o <br />o <br />" <br /> <br />. <br />, <br />N <br /> <br />o <br />, <br />" <br /> <br />o <br />. <br />, <br /> <br />RATE OF RU~OFF (e.f...J <br /> <br />r>/"\ _"."" <br />-"""""Y.'''''' <br /> <br />',-,[ <br /> <br />2. YR. a 100 YR, STORM <br />HYDROGRAPH AT cas RR. <br /> <br />'IG"'" <br /> <br />" <br /> <br />culvert improvements to transport peak rates of runoff from the <br />25 year desig~ storm were preliminarily designed and modelled. <br />The 25 year peak rate of runoff at Hanna Subdivision, assuming <br />full development of the basin with existing drainage facilities <br />(or lack thereOf), was detecmined to be 71Cl c.f.s. The same <br />design storm with the same development conditions and 2S year <br />drainage improvements created a peak of 1742 c,f.s.; a 145 <br />percent increase over the peak with existing facilities. The <br />100 year peak rate of runoff at Hanna Subdivision, assuming <br />full development of the basin with existing drainage facilities, <br />was determined to be 1175 c.f.s. The sa~ design storm with <br />the same development conditions and 25 year drainage improvements <br />created a peak of 2628 c.f.s.; a 124 percent increase over the <br />peak with existing facilities. <br /> <br />- <br /> <br />. <br />. <br />" <br /> <br />. <br /> <br />-25- <br />
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