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<br />. <br /> <br />. <br /> <br />FOUNTAIN DAM AND RESERVOIR <br />Fountain Creek, Colorado <br /> <br />DESIGN MEMORANDUM NO. 1 <br />HYDROLOGY - PART I <br /> <br />. <br /> <br />GENERAL <br /> <br />I. <br /> <br />1. PURPOSE AND SCOPE. The purpoae of thia design memorandum <br />is to present basic hydrologic data for use in developing the <br />project plan for the Fountain Creek Reservoir, Fountain Creek, <br />tributary of the Arkansas River in Colorado. Design Memorandum <br />No.2, Hydrology - Part II, will present storage allocations and <br />reservoir routings, or other data dependent on the project <br />plans. The project alternatives to be considered include a <br />multiple purpose reservoir, s single purpose reservoir, and <br />levees and channel improvement on Fountain Creek. <br /> <br />. <br /> <br />. <br /> <br />2. AUTHORIZATION AND LOCATION OF PROJECT. Congressional <br />authorization for the project is contained in H.D. 93-143, <br />September 5, 1973 and in the Water Resourcea Development Act of <br />1974, Public Law 93-251, HR 10203, March 7, 1974. The project <br />is located on Fountain Creek about 1.5 miles upstream from the <br />city limits of Pueblo, Colorado. A levee and channel improve- <br />ment alternative plan would be located on Fountain Creek and <br />extend through the city of Pueblo. <br /> <br />( <br /> <br />3. EXISTING FLOOD CONTROL IMPROVEMENTS. There are two <br />multipurpose reservoirs in the study area that have flood <br />control as a function. The largest of these is the Bureau of <br />Reclamation's Pueblo Reservoir which is located on the Arkansas <br />River 5 miles upstream from Pueblo. The reservoir, in accor- <br />dance with prescribed flood control regulations, will regulate <br />the standard project and smaller floods to nondamaging rates in <br />the Arkansas River floodway through the highly developed portion <br />of the city of Pueblo. The reservoir, however, is unable to <br />regulate the SPF to a nondamaging rate in the Arkanaas River in <br />the reach between the lower end of the floodway and the conflu- <br />ence with the St. Charles River. The Corps of Engineers' <br />Trinidad Reservoir provides SPF protection to Trinidad, Colo- <br />rado. It is located 6 miles upstream from Trinidad and has a <br />flood control storage of 51,000 acre-feet. In addition to these <br />two reservoirs, there are four significant channel improvements <br />in the study area that provide flood control. .These are the <br />Monument Creek Channel Improvement and Templeton Gap Floodwny in <br />Colorado Springs, and the Fountain Creek Channel Improvement and <br />the Pueblo Floodway on the Arkansas River in Pueblo. There are <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br />