Laserfiche WebLink
<br />J <br /> <br />. <br /> <br />2-1 <br /> <br />2.0 PROJECT DESCRIPTION <br /> <br />2.1 The Site <br /> <br />A brief project description is herein presented to provide a better <br />understanding of the potenti al effects of the JH-1 ("peach Queen II ) Project <br />on the fish life of the Upper Colorado River. The project site is at river <br /> <br />mile 188.2 on the northwest river bank, about 1 mile upstream of the 1-70 <br />Highway bridge at Palisade, Colorado (Figure 1). The project is located at <br />an existing dam facility originally constructed in 1909 for the Palisade and <br /> <br />Mesa Canals. The existing dam is known locally as the Price-Stub Dam, but <br /> <br />is listed on United States Geological Survey (USGS) topographic maps (Cameo <br />Quad) as the Irrigation Districts Dam. <br /> <br />2.2 The Physical Plant <br />Presently, an 8-foot high concrete dam extends across the Colorado <br />River perpendicular to the flow. The dam has an abrupt vertical wall at the <br />upstream side and a tapering, rolling face that extends about 40 feet <br />downstream. The river normally flows over the top of the dam in a rolling <br />spillway fashion. A retaining mortared-rock wall exists on the right bank <br />together with the original headgates leading to a canal which parallels the <br />river and splits about 400 feet downstream into the Palisade and Mesa <br /> <br />Canals. The canal is presently earth-filled. <br /> <br />The project sponsor plans to renovate the existing facility by <br /> <br />excavating the canal from the headgates at the dam, bypassing the two canals <br />to a power station about 1200 feet downstream of the headgates. A canal <br />overfl ow is pl anned inmediately downstream of the dam to return excess water <br />to the river. The powerhouse tailrace also returns water to the river. Up <br />to 2077 cfs would be diverted into this power canal at anyone time, <br />although the normal withdrawal would usually be less than 1461 cfs. <br />