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Last modified
1/26/2010 4:15:50 PM
Creation date
4/22/2007 10:21:26 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.49.J
Description
Colorado River Threatened-Endangered - RIPRAP - Price-Stubb Fish Passage - Environmental Studies
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
4/19/2004
Author
DOI-BOR
Title
Revised Supplemental Draft Environmental Assessment and Notice of Public Meeting - RE- Providing Endangered Fish Passage at the Price-Stubb Diversion Dam on the Colorado River - 04-19-04
Water Supply Pro - Doc Type
Report/Study
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<br />(; ;-~ .~ h n,'.li 5 <br />uULu;) <br /> <br />Rev.ised Supplemental Draft Environmental Assessment-Chapter 3-Affected <br />Environment and Environmental Consequences <br /> <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 />of the 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. Ifthe 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 />Issue: Effects of alternatives on integrity and use of the highway, railroad, and <br />siphon. <br /> <br />Existing Conditions: Upstream and downstream from the Price-Stubb Diversion <br />. Dam, riprap protects the foundations of Interstate 70, and the railroad. The siphon is <br />located in a stable portion of the riverbed that has not shown significant scour. During <br />flood stages and the corresponding high water levels, the railroad bed has reportedly <br />become weakened due to foundation saturation in the vicinity of the dam. This is not a <br />known issue with Interstate 70. CDOT expressed concerns with fish passage <br />construction limiting potential future widening ofInterstate 70. <br /> <br />Impacts <br /> <br />No Action: The No Action alternative assumes the Jacobson Hydro No.1 Project <br />would not be built as described in the terminated FERC license. However, if constructed, <br />the hydropower plant would divert water for power generation. The design capacity of <br />the amended power plant is about 1,000 cfs. The No Action alternative would have no <br />effect on the foundation of Interstate 70, future widening of Interstate 70, or railroad and <br />Colorado River siphon foundations. <br /> <br />Conventional Fish Ladder: Impacts of constructing a fish ladder around the <br />dam would be similar to those of the No Action alternative. Ifthe Jacobson Hydro No.1 <br />Project were constructed with the conventional fish ladder, the tailrace of the hydropower <br />plant would serve as an attraction flow for fish to find the fish ladder entrance. If the <br />hydropower plant were not constructed, an attraction flow pipe would cost about <br />$100,000. This alternative would have no effect on the foundation of Interstate 70, future <br />widening of Interstate 70, or railroad and Colorado River siphon foundations. <br /> <br />36 <br />
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