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Last modified
1/26/2010 10:08:01 AM
Creation date
10/5/2006 4:04:55 AM
Metadata
Fields
Template:
Floodplain Documents
County
Logan
Community
Sterling
Basin
South Patte
Title
Sterling Flood Control Interceptor Channel Project
Date
4/1/2002
Prepared For
Sterling
Prepared By
URS
Floodplain - Doc Type
Project
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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 I <br /> <br />, <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />SlmOITHREE AUected Environments and Environmental Consequences <br /> <br />South Platte River would not result in a significant change in the base flood elevation (BFE) of <br />the river (Enserro 2002). <br /> <br />Potential effects of Alternative 2 on water quality in Pawnee Creek would be limited to increased <br />total suspended solids (TSS) (turbidity) during construction of the channels, roads, bridges etc. <br />The contractor would be required to employ sediment control procedures, which would reduce <br />the amount of sediment entering Pawnee Creek and the South Platte River. Effects on water <br />quality related to this alternative would be minor and short-term. <br /> <br />An NPDES Construction Storm Water Discharge Permit would also need to be obtained from the <br />Colorado Department of Public Health and Environment with this alternative. <br /> <br />3.9.3 Alternative 3 - Improve Routing of Pawnee Creek Flood Flows <br /> <br />The facilities at Riverside Cemetery would increase flood depths upstream of Highway 6 by <br />approximately 0.1 to 0.4 feet due to the construction oflevees, floodwall, and road closure <br />system (URS Greiner Woodward Clyde 1999b). This increase would primarily occur within and <br />immediately adjacent to the constructed conveyance system. This alternative would prevent <br />flood flows up to the 100-year flood event from entering Sterling and, thus, significantly <br />decreasing the potential for flood damage within the city. <br /> <br />Even for flood events which exceed the design event, this alternative would substantially reduce <br />flooding in Sterling. In addition to less flow, the duration of flooding would be reduced. With <br />this alternative, flows in the South Plate River between the channel's outfall and Sterling could <br />be increased by up to 5,000 cfs. Preliminary evaluation indicated that this discharge into the <br />South Platte River would not result in a significant change in the BFE of the river (Enserro <br />2002). <br /> <br />Potential effects of Alternative 3 on water quality in Pawnee Creek would be limited to increased <br />TSS (turbidity) during construction of levees, channels, roads, etc. The contractor would be <br />required to employ sediment control procedures, which would reduce the amount of sediment <br />entering Pawnee Creek and the South Platte River. Effects on water quality related to this <br />alternative would be minor and short term. <br /> <br />An NPDES Construction Storm Water Discharge Permit would also need to be obtained from the <br />Colorado Department of Public Health and Environment with this alternative. <br /> <br />3.10 BIOLOGICAL RESOURCES <br /> <br />3.10.1 Wetlands (E.O.11990) <br /> <br />E.O. 11990, entitled Protection of Wetlands, requires federal agencies to take action to minimize <br />the loss of wetlands. Activities disturbing jurisdictional wetlands or other waters of the United <br />States under Section 404 of the Clean Water Act require a permit from the United States Army <br />Corps of Engineers (USACE). Depending on the type of project and potential impacts, either an <br />individual 404 Permit or a Nationwide General Permit could be required. If the proposed action <br /> <br />3-14 <br />
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