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<br />CONTENTS (Continued) <br /> <br />Chapter X <br /> <br />Plan formulation. . . . . . . . . . <br />Variations of proposed plan that would serve <br />Uncompahgre Valley . . , . . . <br />Ridgway Reservoir at the Cow Creek site <br />Addition of Wests ide Extension of the <br />Uncompahgre Project . . . . . . . . . <br />Water-saving programs on Uncompahgre Project. <br />Weather modification. . . . . . . . . . <br />Alternatives which include service to Log <br />Hill Mesa. , . . . . . . . . . . <br />Plan at time of authorization . <br />Plan in Draft Environmental Statement <br />Plan using project water for energy <br />development . . . . .. .... <br />Alternative water sources.. ,.. . <br />Importation of water from the Gunnison River. <br />Ground water. . . . . . . <br />Hydroelectric power development. <br />Nondevelopment . . . . . . . . . <br /> <br />Reports of Cooperating Agencies <br /> <br />Corps of Engineers <br /> <br />Letter of August 3, 1976 . <br />Letter of September 23, 1974 <br />Letter of July 3, 1973 . <br />Report of November 1963 <br />Scope . . . . . . . . <br />Description of the area <br />Location and extent. <br />Population . . . ~ . <br />Occupations and industries <br />Stream characteristics <br />History of floods . . . . <br />Floods of record . . . <br />Flood characteristics. <br />Flood frequencies. . <br />Overflow area . . . . . . <br />Location and extent. . <br />Types and values of property in overflow area. <br />Flood damages . . . . . . . . <br />Damages from past floods . . . . . . . . <br />Damages from future floods . . . . . . . <br />Proposed improvements affecting the flood problem. <br />Modification of design . . . . . . . . . . . . . <br />Effect of operation of Ridgway Dam and Reservoir <br />Benefits from prevention of flood damages. <br />Intangible benefits. <br />Sunnnary . . . . . . . . . . <br /> <br />iv <br /> <br />Page <br />82 <br /> <br />82 <br />82 <br /> <br />83 <br />84 <br />85 <br /> <br />85 <br />85 <br />87 <br /> <br />88 <br />89 <br />89 <br />90 <br />90 <br />90 <br /> <br />92 <br />93 <br />95 <br /> <br />97 <br />97 <br />97 <br />97 <br />98 <br />98 <br />98 <br />98 <br />99 <br />99 <br />100 <br />100 <br />100 <br />102 <br />102 <br />102 <br />103 <br />104 <br />104 <br />104 <br />105 <br />105 <br />