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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 />Plan B <br /> <br />I <br /> <br />1. Improve Englewood Dam to meet probable maximum precipitation <br /> <br /> <br />flood criteria. <br /> <br /> <br />2. Build five additional flood detention dams. <br /> <br /> <br />3. Improve drainage channel from South Platte River to Cherry Hills <br /> <br /> <br />Country Club golf course to pass 4,700 cubic feet per second. <br /> <br /> <br />4. Improve Cinderella Conduit to pass 4,700 cubic feet per second. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Plan C <br /> <br />I <br /> <br />1. Improve Englewood Dam to meet probable maximum precipitation flood <br />criteria. <br />2. Build five additional flood detention dams. <br /> <br />I <br /> <br />Plan D <br /> <br />I <br /> <br />1. Improve Englewood Dam to meet probable maximum precipitation <br />flood criteria. <br /> <br />I <br /> <br />Plan E <br /> <br />I <br /> <br />1. Improve Englewood Dam to meet probable maximum precipitation <br />flood criteria. <br />2. Build five additional flood detention dams. <br />3. Improve Little Dry Creek channel from South Platte River up to its <br />confluence with Greenwood Gulch to carry 4,700 cubic feet per second, <br />and 1,300 feet above its confluence with Greenwood Gulch to carry 3,100 <br />cubic feet per second. <br />4. Improve Greenwood Gulch from its confluence with Little Dry Creek <br />1,400 feet up to carry 2,400 cubic feet per second. <br />5. Improve existing upper reach of Cinderella Conduit to convey 4,700 <br />cubic feet per second. <br />6. Extend Cinderella Conduit from existing entrance up to Sherman <br />Street bridge. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Preliminary cost estimates were made for each of the alternative plans. In <br />order to compare the benefits to be derived from these plans with their <br />costs, the net present worth method was used over a 25-year municipal bond <br />payback period and a 50-year project life expectancy with a 5.5 percent in- <br />terest rate. The following ranking of plans was obtained: <br /> <br />I <br /> <br />I <br />
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