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<br />001091 <br /> <br />Final Environmental Assessment-Chapter 3-Affected Environment and <br />Environmental Consequences <br /> <br />Downstream hazards (i.e. bridge abutments, check structures) would continue to exist but <br />could be signed to notify boaters of the approaching hazards. <br /> <br />In conjunction with dam removal, one of the mitigation measure options for protecting <br />the ability of Ute Water to pump from the Colorado River (see Page 19) would be <br />implemented. Option 1 and 2 would have no effect on recreation. However, designs for <br />option 3, which involves constructing a low head dam immediately downstream from the <br />pump plant, would consider boater safety. <br /> <br />Land and Facility Resources <br /> <br />During construction of any of the construction alternatives, an increase in noise and <br />traffic would occur. To date, Reclamation has not been advised of concerns for <br />disturbances during construction. Any complaints would be resolved on a case-by-case <br />basis. The Colorado Department of Transportation has advised Reclamation that access <br />to the site from Interstate 70 would not be granted. <br /> <br />Protecting Existing Structures <br /> <br />The fish passage project could affect four existing structures in the project area; 1) the <br />Union Pacific Railroad on the right bank of the river, 2) the Interstate 70 Highway on the <br />left bank, 3) the Ute Water pump plant, and 4) the Colorado River Siphon located about <br />3,600 feet upstream from the dam. The Interstate, railroad, and siphon were built <br />considering river flow and stream bank conditions that existed with the dam in place. <br />Reclamation constructed the siphon, which is a pipeline under the riverbed of the <br />Colorado River that carries water from the Government Highline Canal to the Orchard <br />Mesa Power Canal. <br /> <br />Two factors could affect these structures: 1) scouring of the riverbed and banks, and 2) <br />the rate of wetting or dewatering the foundations of the railroad and Interstate 70. River <br />scour is a function of water velocities, the size of the cobbles in the riverbed, and the size <br />ofthe riprap along the banks. If the dam is removed, the velocities of the water in the <br />river would increase in the vicinity of the dam. As the velocity increases, the ability of <br />the water to scour the banks and riverbed increases. If the banks and streambed are not <br />adequately protected, the scour could move horizontally toward the railroad and Interstate <br />70. If the dam is not removed correctly, riverbed scour could extend upstream and could <br />expose and damage the siphon. <br /> <br />Wetting (saturation of) the foundations of the railroad and Interstate 70 would weaken the <br />foundations. If actions taken at the site raise the existing water levels, there could be <br />impact to these structures. Since the siphon is buried beneath the riverbed, foundation <br />wetting is not a concern. <br /> <br />38 <br />