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Last modified
10/11/2023 4:58:17 PM
Creation date
10/5/2006 4:26:10 AM
Metadata
Fields
Template:
Floodplain Documents
County
Logan
Community
Sterling, Atwood
Basin
South Platte
Title
Pawnee Creek Flood Mitigation, City of Sterling, Town of Atwood and Logan County
Date
7/1/1999
Prepared For
Logan County
Prepared By
URS Greiner Woodward Clyde
Floodplain - Doc Type
Flood Mitigation/Flood Warning/Watershed Restoration
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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 Anected Environments and Environmental Consequences <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 oflevees, channels, roads, etc. The <br />contractor would be required to employ sediment control procedures, which would reduce the <br />amount of sediment entering Pawnee Creek and the South Platte River. Effects on water quality <br />related to this alternative would be minor and short term. <br /> <br />Since the alternative involves construction activities within "waters of the United States," a <br />Section 404 pern1it from the U.S. Army Corps of Engineers (USACE) would be required. <br /> <br />3.9.3 Alternative 3 . Pawnee Creek Overflow Cutoff <br /> <br />With Alternative 3, flood control facilities would only be constructed at Riverside Cemetery and <br />the effects of this alternative are the same as discussed for this location in Alternative 2. Flood <br />depths upstream of Highway 6 would be increased by approximately 0.1 to 0.4 feet due to the <br />construction of levees, floodwall, and the road closure system (URS Greiner Woodward Clyde <br />1999). This increase would primarily occur within and immediately adjacent to the constructed <br />conveyance system. Alternative 3 would prevent flood flows up to the 100-year flood event <br />from entering Sterling and, thus, decrease the potential for flood damage within the city. Even <br />for flood events which exceed the design event, Alternative 3 would greatly assist in minimizing <br />flooding in Sterling. Additional flood protection would not be provided for Atwood or <br />agricultural lands with this alternative. <br /> <br />Potential effects of Alternative 3 on water quality would be the same as those discussed for <br />Alternative 2. <br /> <br />A Section 404 permit from the USACE is not anticipated for this alternative because <br />construction would not occur in "waters of the United States". <br /> <br />3.10 BIOLOGICAL RESOURCES <br /> <br />3.10.1 Wetlands <br /> <br />Executive Order 11990, entitled Protection of Wetlands, requires federal agencies to take action <br />to minimize the loss of wetlands Activities disturbing jurisdictional wetlands or other waters of <br />the United States under Section 404 of the Clean Water Act require a permit from the USACE. <br />Depending on the type of project and potential impacts, either an individual 404 Permit or a <br />Nationwide General permit could be required. If the proposed action would affect more than <br />500 feet of a stream, more than 3 acres of wetlands, or the stream flow is greater than 5 cfs, an <br />individual permit would be required (R. Flecher, USACE, personnel communication, 1999). If <br />the proposed project would affect resources less than those listed above, a General Permit 26 <br />would be required. General Permit 26 is presently being revised by the USACE and the <br />proposed project would need to be under construction by September 15, 1999, for the existing <br />rules to apply. After that date the more restrictive revised rules would apply (R. Flecher, <br />US ACE, personnel communication, 1999). <br /> <br />3-14 <br />
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