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<br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Cook Creek in Douglas County. Cook Creek has characteristics similar to <br /> <br /> <br />those of the adjacent Willow Creek except that the channel of Cook Creek is <br /> <br /> <br />more open and there are even fewer willows. <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 />I <br /> <br />Greenwood Gulch in Cherry Hills. As previously noted, the embankment of <br /> <br /> <br />Clarkson Street has blocked any flow in Greenwood Gulch from passing into <br /> <br /> <br />Englewood. Immediately east of the intersection of Clarkson Street and <br /> <br /> <br />Jefferson Avenue flood water ponds and disappears only by infiltration in- <br /> <br /> <br />to the ground and evaporation. The only existing channel to carry the <br /> <br /> <br />4,400 cfs flood peak expected from a lOO-year storm is the totally inade- <br /> <br /> <br />quate City Ditch located roughly l,OOO feet east of Clarkson Street. Such <br /> <br /> <br />a peak flow will inundate the entire vicinity in a large lake, part will <br /> <br /> <br />flow over Clarkson Street embankment, and part will flow in a shallow wide <br /> <br /> <br />band southward to join the Little Dry Creek waterway. Channelization of <br /> <br /> <br />Greenwood Gulch to Little Dry Creek at this location is urgently needed to <br /> <br /> <br />reduce flood damages. <br /> <br />Between City Ditch and Cherry Hills Country Club golf course a 400-foot <br /> <br /> <br />reach clogged with cattails and weeds adds undesirable flow resistance. <br /> <br /> <br />A 6-foot woven wire fence crosses the channel at the golf course. <br /> <br />The channel through the golf course is smooth and with the close trimming <br /> <br /> <br />of grass to the waters edge, the mile-long reach offers minimal resistance <br /> <br /> <br />to flow. There are only two bridges in the reach, but like those over ad- <br /> <br /> <br />jacent Little Dry Creek, the light structures are subject to being carried <br /> <br /> <br />downstream during a flood. Culverts of 24-inch to 30-inch diameter exist <br /> <br /> <br />singly or in groups at five locations. The small capacity of these cul- <br /> <br /> <br />verts suit them only for dry weather flows, but for 10, 25 or 100-year <br /> <br /> <br />runoff they are totally inadequate. There is a 1.6-acre pond on Greenwood <br /> <br /> <br />Gulch at the southeast of the golf course with about l.5 feet of freeboard. <br /> <br /> <br />The dike that forms the pond is about 8 feet high. A smaller pond with a <br /> <br /> <br />lower dike exists at the northwest of the golf course on Greenwood Gulch. <br /> <br /> <br />These dikes and the adjacent golf course would be overtopped and inundated <br /> <br /> <br />in a lOO-year flood event. <br /> <br />-21- <br />