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FLOOD04800
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Last modified
1/25/2010 6:47:17 PM
Creation date
10/5/2006 12:59:58 AM
Metadata
Fields
Template:
Floodplain Documents
County
El Paso
Community
Colorado Springs
Stream Name
Cottonwood Creek
Basin
Arkansas
Title
Engineering Study of Cottonwood Creek Drainage Basin
Date
8/7/1979
Prepared For
Colorado Springs
Prepared By
Lincoln Devore
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I; <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />, <br /> <br />* <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />into a concrete lined ditch leading directly to the overflow gully <br /> <br />near the Air Force Academy boundary, From here, the flow follows <br /> <br />this overflow gully to Monument Creek. For reasons to be dis- <br /> <br />cussed under the section on special problems, this box structure <br /> <br />is too small to carry the lOO-year flow, <br /> <br />Numerous smaller sewer systems and <br /> <br />culverts exist in tpe western portion of the basin, The storm <br /> <br />sewer systems are listed in the Appendices E & F and will not be <br /> <br />described in detail here. In general, the sytems constructed in <br /> <br />the recent subdivisions (mostly within the City Limits at this time) <br /> <br />are adequate in size and drain their areas reasonably well. A few <br /> <br />additions and changes are proposed herein, but in general, the newer <br /> <br />areas appear to be properly drained according to the City criteria <br /> <br />for drainage, <br /> <br />Drainage in the older subdivisions <br /> <br />is somewhat erratic, These subdivisions were designed with road- <br /> <br />side ditches, for the most part, with culverts placed at road inter- <br /> <br />sections and numerous low, swampy areas used for flood storage. <br /> <br />This system tends to channel flow into the low areas and has been <br /> <br />almost completely inadequate. <br /> <br />Some more extensive drainage systems <br /> <br />exist, primarily in the Brookwood area. We could not determine <br /> <br />when these were placed, The distribution of these systems would <br /> <br />indicate that they were constructed in response to drainage problems <br /> <br />in the past. These systems appear to fit the City drainage criteria <br /> <br />insofar as pipe size is concerned, Inlet capacity is inadequate, <br /> <br />however. <br /> <br />-21- <br />
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