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<br />II <br />I <br />I <br /> <br />44 <br /> <br />Through the MartIn Park area a wIde grass lined channel Is utilized, <br />as adequate space is available. Between Martin Drive and the Turnpike <br />a lined, European type channel with higher velocity flow must be used. <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />Through the University of Colorado property between the Turnpike and <br />Baseline Road a wide, shallow, landscaped channel is used where possible, <br />reducing In width to a European type channel near Basel'ine. This area, <br />which includes a storage pond, should be developed to fit in with land- <br />scape planning for the University. <br /> <br />Between Baseline Road and Mohawk a drainage easement exists, although <br />of limited width. The channel has been designed with 3:1 side slopes, <br />relatively deep flows, and minimal freeboard to restrict construction <br />to the existing right-of-way. Flow Is allowed to spread onto adJacent <br />property so long as buildings are not damaged. <br /> <br />I <br />I <br />, I <br />II <br />I <br />I <br />I <br />I <br />i I <br />I <br />I <br /> <br />From Mohawk to Boulder Creek a typical grass lined channel with 4: I <br />side slopes is utilized, A crossing of the Wellman canal is accomplished <br />by passing the Bear Creek channel over the Wellman at its existing flow <br />line. A maJor culvert crossing of the proposed 47th Street project and <br />a brIdge crossing of Arapahoe Avenue will be required. The existing <br />condition of Boulder Creek makes it impossible to design a channel for <br />lower Bear Creek without some flooding of adJacent property, Therefore <br />an Interim channel is proposed for the existing condition of Boulder <br />Creek, with the final channel design based on a lowered invert of Boulder <br />Creek. <br /> <br />Viele Channel. Channel work begins on Viele Lake by improving the exist- <br />ing channel and culvert capacity from 50 cfs at VIele Lake to 500 cfs at <br />Broadway. At Broadway 2 acre feet of storage will occur and lower the <br />dIscharge to 400 cfs. The channel and culverts to 46th Street shall be <br />improved to carry this dIscharge. The culvert under 46th Street and <br />existing downstream channel will be Improved to carry 500 cfs. The exist- <br />ing channel will change into a grass lined section just above the Bear <br />Creek Ditch and then pass under the ditch and by a side channel detention <br />pond on the Tantra property. The channel then winds down to the future <br />47th - Denver - Boulder Turnpike Interchange which is the site of a com- <br />plex storage and sedimentation pond system. After passing under the <br />Turnpike the channel joins the Anderson Channel and flows to South Boulder <br />Creek in a grass side, lined bottom section. Special arrangements will <br />be made for ditch flows. <br /> <br />Anderson Channel. Improvement shall begin at the intersection of Moore- <br />head Avenue and Table Mesa Drive with collection conduits to the exist- <br />Ing Anderson Ditch. Flood waters then shall pass into a small pond <br />system that allows the use of an existing culvert under the Denver-Boulder <br />Turnpike. ThIs detention pond Is an exIsting sump located near the <br />ramps servicIng Denver bound traffic. The existing channel will be <br />replaced with a culvert under the future 47th Street Bypass. Downstream <br />channel of this area will be Improved and lined as necessary to the con- <br />fluence with VIele Channel. <br />