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FLOOD09973
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Last modified
1/29/2010 10:12:06 AM
Creation date
10/5/2006 4:47:09 AM
Metadata
Fields
Template:
Floodplain Documents
County
Douglas
Elbert
Community
Denver
Stream Name
Cherry Creek
Basin
South Platte
Title
Flood Control on Cherry Creek Above Denver
Date
11/1/1939
Prepared For
State of Colorado
Prepared By
State Engineer
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />PROTECTION Pl10GRAM OF CITY OF DENVER CONT'D. <br /> <br /> <br />Sullivan Barrier is located on Cherry Creek at a point <br /> <br /> <br />10 miles above its mouth, or 5.5 miles upstream from the corporate limits <br /> <br /> <br />of Denver. It was designed to protect the City against floods of the <br /> <br /> <br />greatest magnitude previously experienced, by reducing peak flcw{s to not <br /> <br /> <br />more than 7,500 sec. ft. <br /> <br /> <br />Sullivan Barrier is an earthen embankment across Cherry <br /> <br /> <br />Creek Valley, with an overall length of 6,090 feet and a height above the <br /> <br /> <br />valley floor of 53 feet. Its uncontrolled outlet tube (at stream bed level) <br /> <br /> <br />has a capacity (increasing as storage levels raise) up to 7,500 sec. ft. , <br /> <br /> <br />when the impounded water reaches the spillway level. Under such conditions <br /> <br /> <br />tho impounded storage would be 10,000 acre-feet. Thus inflows, up to <br /> <br /> <br />several times the capacity of Cherry Creek channel in Denver are retarded <br /> <br /> <br />and reduced in pea.k flOVl intensities, to such amounts as may be conveyed <br /> <br />through Denver without overflow or damage. <br /> <br /> <br />In addition to an improved channel and the recently <br /> <br /> <br />constructed Sullivan Barrier, flood control plans of the City of Denver <br /> <br /> <br />contemplate that the following measures on the Cherry Creek watershed <br /> <br /> <br />will ultimately be undertaken ~~d completed by appropriate agenoies and <br />beneficiaries: <br /> <br />(1) Heconstruction of Castlewood Dam as a combined irrigation <br /> <br /> <br />and flood control project, to re~llate floods from the 168 square miles <br /> <br /> <br />of drainage area above that point, loaving the Sullivan Barrier to regu- <br /> <br /> <br />late crest flows from the intervening 218 square miles of drainage area. <br /> <br /> <br />(2) Soil erosion and water runoff retardation devices and <br /> <br /> <br />facilities, including several small retarding barriers on the various <br /> <br />-5- <br /> <br /> <br />~ <br />
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