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Last modified
1/25/2010 6:23:45 PM
Creation date
10/4/2006 10:41:48 PM
Metadata
Fields
Template:
Floodplain Documents
County
Eagle
Community
Vail
Stream Name
Bighorn Creek
Basin
Colorado Mainstem
Title
2003 Flood Documentation Report, Vail Colorado Flood of May 31st, 2003
Date
1/1/2004
Prepared For
CWCB
Floodplain - Doc Type
Flood Documentation Report
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<br />Hydroloe:ic and Hydraulic Conclusions <br /> <br />The Eagle River is the major river in the Vail area. This river flows to the west through <br />the area where it receives inflow from several creeks in the region. Bighorn Creek is on <br />the eastern end ofto\Vll and flows to the south lllltil its confluence vvith Gore Creek. Gore <br />Creek continues to the west lllltil its confluence with the Eagle River. <br /> <br />~t.\A.".,",I.:~'T-': <br />I~ ;,t <br />6 <br />,;' <br />I <br /> <br />. <br />~ <br />, <br />o <br />~ <br /> <br />\ OL-.... 1 m, <br />1km <br /> <br />~ <br />~(O <br />".~.... <br />'? -~ <br /> <br />- <br /> <br />m <br />o <br />~ <br />__" ft_ <br />~... ..c--J.......~ <br />ii:>'-,t"''''''~- ~. <br />('\; ~p ~9h'," <br /> <br />~~M"'C'~'~ ~ r <br />, ~. ~i <br />~;~id'''' _J, <br /> <br />-e <br />d <br />i <br />i <br /> <br />it <br />(} <br />",<~ <br />",' <br /> <br />. <br /> <br />~ <br />c'. <br />if'o)ol <br /> <br />Gor~ Cr~~J:: <br /> <br /> <br />-l,. <br />,,~ <br />Q. <br />" <br /> <br />i" <br />'li'O <br />,of' <br /> <br />~'" <br />~.. ---- <br />00 <br />'" <br /> <br />~ <br />. <br />e <br />, <br />o <br />~ <br />0' <br /> <br />02003 WiapQUEo'!.l.oom, Inc.; 02003 GDT, Inc. <br /> <br />Figure 1.15 - Map of Vail Colorado Showing the Surrounding Creeks. <br /> <br />A Flood Insurance Study (FIS) was available for the City of Vail. This document <br />included flood profiles for Bighorn Creek, as well as a summary of peak discharges at a <br />United States Geological Survey (USGS) Gage (#661) along the creek, just upstream of <br />the confluence vvith Gore Creek. Recent gage flow data, including data from the evening <br />of the stonn, was then obtained with the help of the USGS. The highest recorded peak <br />flow during the stonn was then compared to the peak discharge values from the Flood <br />Insurance Study in order to approximate an event frequency. The results of this analysis <br />are summarized below in Table 1.1. <br /> <br />ICON &.f'M<";'~, k <br /> <br />6 <br /> <br />S<tt~....2003 <br />
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