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<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 />I <br />I <br />I <br />I <br />I <br />I <br /> <br />19 <br /> <br />2. 22nd Street to South Broadway <br /> <br />a. A box culvert would be constructed in the existing right- <br />of-way. <br /> <br />b. A vertical walled open channel would be constructed on the <br />existing right-of-way. <br /> <br />3. Broadway Crossi nq <br /> <br />a. Install new culvert for lOO year flood. <br /> <br />b. Leave existing culvert and flood plain zone area west of <br />B roa dway . <br /> <br />4. Basemar Area and Turnpike <br /> <br />a. Construct 100 year channel in existing right-of-way and <br />construct new culvert under Turnpike Interchange. <br /> <br />b. Construct 100 year channel coupled with hydrograph peak <br />storage ponds in conjunctIon with apartment house develop- <br />ment partially or caissons over open water surface of ponds. <br />Ponds to be sized to fit capacity available in Turnpike <br />culvert. (It should be noted that significant flood COn- <br />trol dikes already exist in this area). <br /> <br />5. Turnpike to Wellman Canal <br /> <br />a. This reach of Skunk Creek would follow the existing route, <br />with channel rectification limited to that needed to carry <br />the flood safely, and without excessive erosion. Modification <br />would be r~qulred at the "live duck" office building and the <br />downstream apartment complex. <br /> <br />The area above Wellman Canal off~rs an ideal location for a <br />neighborhood park. <br /> <br />b. Use larger existing structures, replace smaller ones and up- <br />grade channel capacity to brIdge capacity. The Frequency <br />protection would not be 100 year. <br /> <br />6. Wellman Canal to Bear Creek <br /> <br />The channelization would follow the contour defined thalweg north <br />of the Wellman Canal to Bear Creek Just south of Arapahoe Avenue. <br />The channel would be a wld~, slow flow type which would provide <br />ground water table control and a suItable outfall for local storm <br />sewers. <br />