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<br />ODd534 <br /> <br />Proposed Action (HUP Releases) <br /> <br />Releases from Ruedi would be expected to consistently exceed 250 cfs by only a small margin. Aspen <br />would be able to make use of the increased flows and generate increased power but approximately 0-60 <br />cfs would consistently be bypassed throughout the term of the agreement. <br /> <br />Under this alternative, winter flows are also expected to be the lesser of 39 cfs or reservoir inflows. The <br />plant would not be able to generate power during the winter months. <br /> <br />Net Effects <br /> <br />During the August to October term of the agreements, there would be an opportunity for slightly more <br />power generation under the Proposed Action than under No Action. In addition, a few cfs of water would <br />probably have to be bypassed around the power plant each day because total releases would be expected <br />to exceed the power plant's functional limit of 250 cfs. <br /> <br />CULTURAL RESOURCES <br /> <br />Affected Environment <br /> <br />The area of potential effect is Ruedi Reservoir and the stream channels below Ruedi. There are no known <br />cultural resource sites at Ruedi Reservoir. A 1964 survey of the reservoir between elevations 7700 and <br />7800 feet conducted by Arnold Withers (Archaeological Survey of the Ruedi Reservoir, Colorado, 1964) <br />did not identify any sites. Wave action has affected all reservoir shorelines. Low angle surfaces, where <br />sites are typically protected from wave action, are protected by siltation from further erosion. <br /> <br />No Action Alternative <br /> <br />Low reservoir content would expose shoreline already subject to wave action but not typically exposed at <br />the reservoir. This would subject any sites, if present, to potential damage from wave action and looting <br />or vandalism. The threat from wave action may be limited due to the steep shoreline of the reservoir. <br />The threat from vandalism may be low because of the relatively steep shoreline surrounding most of the <br />reservoir, boating access would not be availabk at these lower reservoir levels, and the lowest reservoir <br />levels would not occur until after the recreation season. In addition, the period between site exposure and <br />accumulation of snow would be relatively short and would also limit potential damage from looting or <br />vandalism. <br /> <br />Flows downstream of Ruedi Reservoir would be approximately 200-220 cfs through November 1. Flows <br />at this rate are not expected to create any scour or erosion to the stream channels downstream of Ruedi <br />(see "Hydrology" in this chapter). Therefore, no effects on cultural resources below the Reservoir are <br />anticipated. <br /> <br />24 <br />