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<br />I <br /> <br />I <br /> <br />I <br /> <br />The assistance and cooperation in supplying information and data of the <br /> <br /> <br />agenci~s. and organizations listed below are appreciated and gratefully <br /> <br /> <br />acknowledged: <br /> <br />USDA Soil Conservation Service <br /> <br />Colorado State 'Department of Highways <br /> <br /> <br />Colorado Water Conservation Board <br /> <br /> <br />Larimer County Planning Department <br /> <br />Larimer County Data Processing Department <br /> <br /> <br />City of Fort Collins, Colorado <br /> <br />Several of the irrigation ditch companies owning and operating water systems <br /> <br /> <br />in the study area were especially helpful. The following companies were <br /> <br /> <br />included: <br /> <br />Larimer and Weld Reservoir company <br /> <br /> <br />Water Supply and Storage Company <br /> <br /> <br />Lake Canal Company <br /> <br />Cache la Poudre Reservoir Company <br /> <br />Our thanks and appreciation are extended to these companies for their coopera- <br /> <br /> <br />tion and information. <br /> <br />I <br /> <br />Report Acquisition <br /> <br /> <br />Copies of this report are available for public distribution, for a nomi- <br /> <br /> <br />nal fee, at the offices listed below. A "Technical Addendwn" to this report <br /> <br /> <br />is also available for review at the same offices; however, it has not been <br /> <br /> <br />published in sufficient quantities for public distribution. The "Technical <br /> <br /> <br />Addendwn" includes all pertinent data and calculations used in this report. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Larimer County Planning Department <br />Larimer County Courthouse <br />PO Box 1190 <br />Fort Collins, CO 80522 <br /> <br />I <br /> <br />I <br /> <br />Engineering Service Department <br />City of Fort Collins <br />PO Box 580 <br />Fort Collins, CO B0522 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Colorado Water Conservation Board <br />823 State Centennial Building <br />1313 Sherman Street <br />Denver, CO B0203 <br /> <br />I <br /> <br />I <br /> <br />Related Studies <br /> <br />I <br /> <br />Mapping and Surveying <br />Topographic mapping for this study was furnished by Larimer County, <br />Colorado, and prepared by photogrammetric methods by R & D Aerographics of <br />Loveland, Colorado. The scale is 111 :;: 100', and the contour interval is two <br />feet. Administrative maps at a scale of 111 = 100. have been prepared and are <br />available at the Larimer County Planning Department, Colorado. The floodplain <br />maps printed in this report are reduced to a scale of 1" :;: ::$00' for easy <br />presentation. <br />Field surveys were completed by Simons, Li & Associates, Inc. to supple- <br />ment the topographic mapping as required. Channel cross sections were taken <br />on Cooper Slough along a one-half mile reach north of Vine Drive and the <br />reach between State Highway Bridge 14 and Cache la poudre Reservoir inlet. <br />Spot elevations were taken at each roadway and railroad crossing, and loca- <br />tions where elevations were critical to the hydraulic computations. In <br />general, field information'was consistent with the topographic mapping. <br /> <br />I <br /> <br />A watershed work plan for Boxelder Creek was prepared by the Soil <br /> <br /> <br />Conservation Service (SCS) in February 1971 (reference 1) and April 1973 <br /> <br /> <br />(reference 2). In the first report, the 100-year floodplain was delineated <br /> <br /> <br />starting near Wellington and continuing to the confluence with the Cache 1a <br /> <br /> <br />poudre River. That report recommended the construction of five floodwater <br /> <br /> <br />detention structures. A report detailing the flooded area from a potential <br /> <br />structural failure is defined in reference 3. The hydrologic and hydraulic <br /> <br /> <br />analyses in this report were prepared considering the effects of five flood- <br /> <br />water detention structures that, at present, are either completed or under <br /> <br /> <br />construction. Floodplain studies were made in 1970 and 1978 (references 4 <br /> <br />and 5). <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The floodplain defined in this study for Boxelder Creek was limited to <br /> <br /> <br />the area downstream of Willox Lane. More detailed hydrologic and hydraulic <br /> <br /> <br />analyses were performed for this area which reflect existing (1980) and deve- <br /> <br /> <br />loped field conditions. The results of this report supercede those obtained <br /> <br /> <br />in earlier reports. Additional studies by SLA associated with this project <br /> <br />are described in references 6 and 7. The results of these two studies were <br /> <br />adopted for this study. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />3 <br /> <br />I <br /> <br />4 <br /> <br />I <br /> <br />I <br />