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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SECTIONTHREE Affected Environments and Environmental Consequences <br /> <br />Creek meanders through the project area and transverses Highway 6, the UPRR track, and <br />several of the county roads. <br /> <br />3.3.1 Alternative 1 . No Action <br /> <br />This alternative would not change existing traffic and circulation within the project area, <br />including county roads, Highway 6, and the UPRR tracks. However, during major flood events, <br />the alternative does affect traffic and circulation within the project area. Under existing <br />conditions, major flooding causes Highway 6 and several county roads to be closed until the <br />flood flows have subsided. Flooding of these roads frequently results in damage to roads and <br />bridges, which results in closure and/or restrictive use until the necessary repairs are completed. <br />Rail transportation is also affected during major flooding events (i.e., when the embankment of <br />the UPRR track was washed out during the 1997 flood event). This required the closure of <br />UPRR's main track until necessary repairs could be completed. Both road and rail closures <br />would continue to occur during major flood events with the No Action Alternative. <br /> <br />3.3.2 Alternative 2 . Improve Routing of Pawnee Creek Flood Flows (Proposed <br />Action) <br /> <br />Vehicular and rail traffic would be affected by this alternative. Temporary rerouting of vehicular <br />traffic would be required during construction of the new bridge (northbound traffic) and <br />construction of box culverts (southbound traffic) at Pawnee Creek on Highway 6. In addition, <br />traffic on CR 24 would be rerouted while approximately I, I 00 feet of the road is regraded. The <br />construction of these box culverts would be done by UPRR and they would be responsible for <br />rerouting train traffic while the box culverts are being installed. This alternative has been <br />designed such that flood flows would be allowed to cross both Highway 6 and CR 24. During <br />these events, both roads would be closed to vehicular traffic. Depending on how often this <br />occurs, this alternative could have a long-term adverse effect on traffic flow. The local <br />community has stated this effect is acceptable. <br /> <br />The long-term benefits associated with the proposed action include reduced potential that the <br />UPRR embankment would be washed out during future flood events, reduced damage to county <br />roads and Highway 6, and reduced period of time that Highway 6 would be closed. Reduced <br />flooding in Sterling, and to some extent in Atwood, would preclude the closure of several flood- <br />prone city streets. <br /> <br />3.3.3 Alternative 3 . Pawnee Creek Overflow Cutoff <br /> <br />Vehicular and rail traffic would be affected by this alternative. Traffic on CR 24 would be <br />rerouted while approximately 1,100 feet of the road is regraded. The construction of these box <br />culverts would be done by UPRR and they would be responsible for rerouting train traffic while <br />the box culverts are being installed. The alternative has been designed such that flood flows <br />would be allowed to cross both Highway 6 and CR 24. During these events, both roads would be <br />closed to vehicular traffic. Depending on how often this occurs, this alternative could have a <br /> <br />3-6 <br />