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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 />'1 <br />. <br />I <br /> <br />I <br /> <br />'. <br /> <br />, <br /> <br />I <br />I <br />I <br /> <br />, <br /> <br />I <br />I <br />i <br />I <br />, <br />I <br />I <br />I <br /> <br />, <br /> <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />From Academy Boulevard to the railroad <br /> <br />arch near Point 11, the channel of Cottonwood Creek is deeply in- <br /> <br />cised and some sandstone lines the channel. In this reach, it may <br /> <br />be impractical to widen the channel as recommended, Adequatedepth <br /> <br />exists to carry the flow in the existing channel. It is, therefore, <br /> <br />more practical to leave this reach in its existing condition, <br /> <br />except for smoothing a few of the more radical bends to allow <br /> <br />smoother flow, <br /> <br />The channel of the south, Sub-basin <br /> <br />23, is gradually being converted to a man-made channel throughout <br /> <br /> <br />its entire length, At the outfall, it consists of the adequately <br /> <br /> <br />sized channel down the center of Dublin Drive, Constrictions exist <br /> <br /> <br />at the outfall itself and at crossing culverts along the channel, <br /> <br />From Dublin Drive to Tuckerman, the channel is still essentially <br /> <br />natural, It is also somewhat swampy. If this area is ever to be <br /> <br />developed as assumed herein, a lined channel with subdrains will be <br /> <br />required through this reach, Basically, this channel would follow <br /> <br />the existing drainageway, <br /> <br />From Tuckerman to Union, the channel <br /> <br />is entirely man-made at present. The water problems in the <br /> <br />Maroon Bells Street area make it imperative that some underdrains <br /> <br />be completed in the area immediately above the existing ditch <br /> <br />paralleling Maroon Bells. The remaining reach of this channel is <br /> <br />now being drained by a storm sewer system along Vickers Drive, <br /> <br />The channels in the north basin (B) <br /> <br />do not extend far into the basin, Drainage improvement must <br /> <br />-25- <br />
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