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FLOOD09590
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Last modified
1/26/2010 10:09:48 AM
Creation date
10/5/2006 4:28:51 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Community
Aurora
Stream Name
Cherry Creek Lake
Basin
South Platte
Title
Hydrologic Improvement Assessment Cherry Creek Lake
Date
9/1/1993
Prepared For
State of Colorado
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Project
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<br />GENERAL DESCRIPTION <br /> <br />Cherry Creek Dam was authorized by the Flood Control Acts of 1941 and 1944. <br />Construction began in 1946 and Was completed in 1950, Pertinent data for the <br />project are presented in Appendix A. The project, as originally designed, was <br />to be a multipurpose project with 85,000 acre-feet of storage reserved for <br />irrigation by the Bureau of Reclamation as a part of their Blue-South Platte <br />River Project. The Cherry Creek Dam project was to be built in two phases. The <br />first phase included only the features of the outlet works and spillway required <br />to accomplish the flood control function. The spillway channel was constructed <br />with invert elevation 5598. The second phase or ultimate development was to be <br />accomplished by placing an ungated ogee weir structure with a crest elevation of <br />5623 feet m.s.l. and an 18-foot wide notch to elevation 5598 feet m,s.l. in the <br />spillway and modifying the center conduit of the outlet works when the actual <br />need for irrigation storage developed, In 1968, the Bureau of Reclamation <br />relinquished to flood control the 85,000 acre-feet of storage reserved for <br />irrigation and, therefore, the proposed modifications to the spillway and outlet <br />works were never accomplished. <br /> <br />The existing Cherry Creek Project is a multipurpose project consisting of: <br /> <br />(1) A rolled. zoned, earthfill embankment 14,300 feet long with a maximum height <br /> <br />of 140 feet; (2) an outlet works consisting of a reinforced concrete intake <br /> <br />tower, gated triple barreled conduit and stilling basin; and (3) an unlined, <br /> <br /> <br />uncontrolled spillway canal which discharges into the adj acent Toll Gate and Sand <br /> <br /> <br />Creek drainage basins. At the minimum multipurpose pool elevation of 5550 feet <br /> <br /> <br />m.s.l., the reservoir has 852 surface acres with a volume of 13.226 acre-feet. <br /> <br /> <br />At the flood control pool elevation of 5598 feet m.s.l., the reservoir has 2,637 <br /> <br /> <br />surface acres with a storage capacity of 92,820 acre-feet. The storage data are <br /> <br /> <br />based on 1975 reservoir data. <br /> <br />WATER IMPOUNDMENT HISTORY <br /> <br />Although construction was completed in 1950, no permanent storage was <br /> <br />accumulated in Cherry Creek Dam until 1957. Following the storm of 13 through <br /> <br /> <br />16 May 1957, approximately 1,500 acre-feet of water was impounded in the <br /> <br />8 <br />
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