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<br />uOlGlJ9 <br /> <br />Revised Supplemental Draft Environmental Assessment-Chapter 3-Affected <br />Environment and Environmental Consequences <br /> <br />In February and March 1988, movement of the landslide occurred again. No damage was <br />done to Reclamation facilities, but railroad traffic was disrupted as the tracks had to <br />continually be realigned. To halt the movement of the landslide, the Denver and Rio <br />Grande Western Railroad, owners of the railroad then, removed material from the top <br />one-third of the slide and stockpiled it just downstream of the slide. No evidence of <br />further movement has been observed or reponed since this material was removed. <br />It is not know what triggered movement of this slide in 1950 and 1988. No clear <br />correlation is evident with high precipitation events. However, the entire area is over- <br />steepened and in a state of delicate balance. Long-term changes in moisture content <br />within the slide mass, or removal of supportive material at the toe may have contributed <br />to the historic movement. <br /> <br />The stability of this landslide becomes an issue if the proposed fish passage significantly <br />alters river dynamics. Two basic concerns are: 1) potential erosion of the toe of the <br />landslide caused by increased flow velocities in the river, and 2) potential rise of the <br />water table within the landslide mass. Both conditions would contribute to instability of <br />the landslide mass and may trigger movement that would be detrimental to the railroad. <br /> <br />Erosion of the toe of the landslide mass due to increased flow velocities of the Colorado <br />River would contribute directly to landslide instability. The removal of material by this <br />erosion process essentially removes weight that helps stabilize the landslide mass. <br />Therefore, any erosive action at the toe of the landslide is undesirable. Increased flow <br />velocities would be acceptable if down-cutting or scouring did not occur near the <br />landslide. <br /> <br />A rise of the water table within the landslide mass would also contribute to landslide <br />instability. As water levels rise within a landslide mass, pore-water pressures are <br />increased and slippage along a water-saturated plane is more likely to occur. <br />Furthermore, a sudden increase or decrease in the water table may trigger movement. A <br />gradual decline and maintenance of a lower overall water table would increase the <br />stability of the landslide. <br /> <br />The possibility of future movement is high since the area is very unstable and natural <br />climatological and/or hydrological conditions could easily trigger movement of this slide. <br /> <br />Impacts <br /> <br />No Action: The terminated Jacobson Hydro No. 1 Project proposed to raise the <br />water level with flashboards on the dam, and the 1990 FERC license required <br />development of an erosion control plan for review by the railroad. The fixed flashboards <br />would raise the water tabl,e by approximately 4 feet. This could cause a slight decrease in <br />landslide stability. Without the terminated Jacobson Hydro No.1 Project, the No Action <br />alternative would have no affect on the Tunnel No.3 landslide. <br /> <br />40 <br />