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Last modified
11/23/2009 1:21:24 PM
Creation date
10/4/2006 9:32:06 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
31
County
Arapahoe
Community
Unincorporated Arapahoe County
Title
Major Drainageway Planning - Little Dry Creek, Report, Volume I
Date
2/1/1974
Designation Date
6/1/1974
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />None of the waterways in the basin has a significant base flow. In May <br /> <br /> <br />1972, after the spring snowmelt, the base flow in Little Dry Creek at <br /> <br /> <br />the South Platte River was about three cubic feet per second (cfs), while <br /> <br /> <br />Greenwood Gulch at University Boulevard ran about one cfs. A discharge of <br /> <br /> <br />0.63 cfs was measured at Blackmer Dam. The flows were progressively <br /> <br /> <br />smaller upstream. <br /> <br />I <br /> <br />I <br /> <br />Englewood Dam <br /> <br />I <br /> <br />I <br /> <br />Englewood Dam is the largest hydraulic structure in the basin. Built in <br /> <br /> <br />1936 to engineering standards somewhat less stringent than today's, the <br /> <br /> <br />dam is apparently little changed since its construction. Water has not <br /> <br /> <br />yet been known to rise close to the spillway crest.* An ungated 36-inch <br /> <br /> <br />outlet conduit drains water from the reservoir. This outlet pipe is <br /> <br /> <br />small, and if the reservoir were full to the spillway level, it would <br /> <br /> <br />take six to seven days to empty the reservoir. Calculations show <br /> <br /> <br />that under existing watershed conditions, the lOO-year storm runoff would <br /> <br /> <br />not raise the reservoir level to the existing spillway crest; however, <br /> <br /> <br />when the watershed becomes fully urbanized above the dam the 100-year <br /> <br /> <br />storm runoff would raise the level to about l.3 feet above the present <br /> <br /> <br />spillway crest. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Under today's dam design criteria, a dam situated above an urban area <br /> <br /> <br />should be safe for a probable maximum precipitation, PMP, flood inflow. <br /> <br /> <br />The PMP rainfall is estimated to be 22 inches in six hours in the Denver <br /> <br /> <br />metropolitan area. For Englewood Dam, by one method of calculation, such a <br /> <br />flood gives a peak inflow of 38,500 cfs. The existing dam would be over- <br /> <br />topped and undoubtedly would fail under the current PMP flood criteria. <br /> <br /> <br />Therefore, improvements are urgently required. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />It is understood that Federal W.P.A. funds were used to build Englewood <br /> <br /> <br />Dam, but the Federal Government does not have title to it. Title is now <br /> <br /> <br />held in private ownership. The owners desire to be relieved of possible <br /> <br />I <br /> <br />I <br /> <br />* Within 14 feet in August, 1956. Ripple & Howe Consulting Engineers, <br />"Status of the Existing Englewood Flood Control Dam," 1956. About the <br />same level in May 1973. <br /> <br />I <br /> <br />-12- <br />
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