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<br />e <br /> <br />e <br /> <br />e <br /> <br />ECI, a division of the DJMJ+HARRIS, was placed under contract to review earlier work <br />and identify feasible alternatives. That activity culminates in this Feasibility Study Report <br />for submittal to the Colorado Water Conservation Board. The expressed purpose of <br />submitting the Feasibility Study Report is to secure project funding, in the form of a loan <br />frorn the Construction Loan Fund, for building a structural project. <br /> <br />HISTORY OF COLORADO WATER CONSERVATION BOARD INVOLVEMENT <br /> <br />In November 1995, a loan request to the Colorado Water Conservation Board was made <br />for $600,000 for a Dry Creek Project to construct a diversion in accordance with the 1980 <br />Gingery Association Inc. (GAl) recommendation. Of that amount, $500,000 was <br />authorized and funded by the Colorado Legislature. A second loan request was made <br />jointly by Larimer County and the City of Fort Collins in November 1996. Of the <br />$600,000 in the second request, the Colorado Legislature authorized $420,000. In 2001 the <br />Colorado Legislature de-authorize the existing Construction Fund authorizations totaIing <br />$920,000 and approved a grant of $50,000 to fund the completion of the Dry Creek <br />Feasibility Study. <br /> <br />TECHNICAL INFORMATION <br /> <br />Hydrologic studies dating back to 1979 have estimated the peak rates of flood flow for <br />various precipitation recurrence intervals for the Dry Creek Basin. The rnore recent study <br />conducted at the request of the Omaha District US Army Corps of Engineers, estimated the <br />peak flow rate of a 100-year storm at Willox Lane to be 5,000-cfs. <br /> <br />A Dry Creek flood would inundate a significantly large developed area of northeast Fort <br />Collins and unincorporated Larimer County. One area of potentially significant damage is <br />the area north of Lincoln A venue (just south of Dry Creek) and south of East Vine Drive, <br />see Figure 2, Lower Dry Creek Basin. This area is almost entirely within the <br />unincorporated area of the County, but within the IGA region for annexation to Fort <br />Collins. The area includes several industrial commercial subdivisions as well as the <br />Downtown Fort Collins Airport and low-income residential housing. Correspondingly, a <br />Dry Creek flood would inundate a sizeable area of the North College Avenue Corridor <br />extending north of East Vine about one mile. This area is mostly within the City. This area <br />is predominately low-incorne residential housing with small businesses along the frontage <br />of College Avenue. Today several abandoned structures can be found in this area <br /> <br />GAl prepared a Dry Creek Major Drainageway Planning Study for the City of Fort Collins, <br />Larimer County and the Colorado Water Conservation Board in 1980. That study included <br />a hydrological study of the Dry Creek watershed, a flood hazard study of the area <br />downstream of Colorado State Highway 287, and a study of alternatives for eliminating the <br />flood hazard downstream of the intersection of Will ox Lane and Dry Creek. <br /> <br />The 1980 GAl study recommended diverting Dry Creek floodwaters downstream from the <br />L-W Canal in a southerly direction into the Cache La Poudre River. This plan would <br />remove the 100-year flood hazard from the area south and east of the point of diversion. <br />The diversion was proposed for the location where Dry Creek intersects with the L-W <br />Canal about 100 yards north of Willox Lane. The area within the Dry Creek floodplain <br /> <br />12 <br />