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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 />4 <br /> <br />January, 1976. "Report on Drainage Master Plan for <br /> <br /> <br />Westerly Creek" (Camp Dresser & McKee Inc.) <br /> <br /> <br />This report indicated that the basin is fully urbanized <br /> <br /> <br />in the lower reaches and is rapidly approaching a state <br /> <br /> <br />of full development in the upper reaches. In the area <br /> <br /> <br />upstream of the Highline Canal, three stormwater deten- <br /> <br /> <br />tion ponds and a concrete-lined flood channel have been <br /> <br /> <br />constructed by the City of Aurora and have alleviated <br /> <br /> <br />the flooding problems in this area. Below the Highline <br /> <br /> <br />Canal, the construction of Lowry Air Force Base has <br /> <br /> <br />obliterated the historical Westerly Creek Channel. The <br /> <br /> <br />Kelly pond is inadequate to serve the total upstream <br /> <br /> <br />watershed. The Westerly Creek channel and flood plain <br /> <br /> <br />between Kelly Pond and Stapleton Airport have been great- <br /> <br /> <br />ly altered by development and encroachment. Existing <br /> <br /> <br />open channel sections and drainage structures have in- <br /> <br /> <br />sufficient capacity to receive even local tributary flows. <br /> <br /> <br />The drainage structure passing through Stapleton Airport <br /> <br /> <br />has capacity for only an 8-year storm event. A combina- <br /> <br /> <br />tion of detention pond storage and flood channel improve- <br /> <br /> <br />ments below Highline Canal was recommended by this report. <br /> <br />DRAINAGE BASIN CHARACTERISTICS <br /> <br />The Westerly Creek drainage basin is fully urbanized in the <br /> <br /> <br />lower reaches and is rapidly approaching a state of full <br /> <br /> <br />development in the upper reaches. This latter development <br /> <br /> <br />is characterized by the now typical new construction in the <br /> <br /> <br />Denver area; i.e., townhouses, condominiums., apartments, motels, <br /> <br /> <br />large shopping complexes, streets, parking areas, and highways. <br /> <br /> <br />This construction results in an increase of impervious surfaces, <br /> <br /> <br />which in turn causes increases in the quantity and rate of <br /> <br /> <br />runoff of stQrmwater flows -- flows which in large measure <br /> <br /> <br />formerly seeped into the ground and for which the rates of <br /> <br /> <br />runoff were formerly much lower. Flooding then results be- <br /> <br /> <br />cause of the inadequacy of existing conveyance facilities, <br /> <br /> <br />or the lack of conveyance facilities, in the lower reaches of <br /> <br /> <br />the basin. <br /> <br />Westerly Creek traverses a number of separate jurisdictions: <br /> <br /> <br />the City of Aurora, Lowry Air Force Base, the City and County <br /> <br /> <br />of Denver, and Stapleton International Airport, as well as <br /> <br /> <br />small portions of unincorporated Arapahoe County. <br /> <br />The Westerly Creek drainage basin (Drawing No.3) is a crescent <br />shaped area draining in a northwest-to-north direction to <br />its confluence with Sand Creek, a right-bank tributary of the <br />South Platte River. The headwaters of the watershed rise on <br />a low rolling divide between the Cherry Creek and West Toll <br />Gate Creek drainage areas. The basin is about 8.5 miles long, <br />3 miles wide at its widest point, and consists of 17.6 square <br />