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<br />I <br />I <br /> <br />Development of Alternatives <br />A number of different alternatives were developed to reduce flooding <br />problems. These included: <br /> <br />I <br />I <br /> <br />and bridge replacement costs are an additional $0.3 to $2.2 million, dependent <br /> <br /> <br />upon which bridge alternatives are selected. The total improvement costs <br /> <br />range from $2.4 to $4.3 million dollars. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1. Maintaining the existing condition. <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />Hydraulic analysis was performed for these alternatives to determine the <br /> <br /> <br />feasibility of each alternative. Improving the bridges does not, by itself, <br /> <br /> <br />solve flooding problems. Dredging the channel to increase flow area is also <br /> <br /> <br />not practical or effective. The remaining alternatives were developed <br /> <br /> <br />further, costs for the alternatives were estimated and other factors were con- <br /> <br /> <br />sidered. Several improvements are common to the improvement alternatives. <br /> <br /> <br />The bridges at 8th Street and 5th Street must be enlarged or replaced. The <br /> <br /> <br />6th Avenue bridge must be enlarged, replaced, removed, or bypassed during <br /> <br /> <br />flooding. The Great Western Sugar Company diversion structure at the City <br /> <br /> <br />wastewater treatment plant causes flooding problems due to the constriction on <br /> <br /> <br />the channel (as evidenced during the 1983 flood) and should be replaced with a <br /> <br /> <br />non-constrictive structure. <br /> <br />I <br /> <br />Future Study Recommendations <br /> <br /> <br />The mapping used for this study was made based on aerial photography <br /> <br /> <br />completed in 1973. Improvements made between 1973 and 1982 were added to the <br /> <br /> <br />mapping for this study, but topographic mapping should be updated for the <br /> <br /> <br />channel area prior to final design. Considerable excess excavated material <br /> <br /> <br />will be available following construction of the proposed improvements and <br /> <br />potential markets for this material should be located in order to realize <br /> <br /> <br />significant cost savings, The 8th Street bridge is on Colorado Highway 263 <br /> <br /> <br />and the Colorado Department of Highways should be requested to replace the <br /> <br /> <br />structure. Transportation needs of the 6th Avenue area should be evaluated to <br /> <br /> <br />determine which bridge alternatives are feasible. <br /> <br /> <br />The City should enter the National Flood Insurance program to allow <br /> <br /> <br />proper management of the floodplain area and to allow the solicitation of <br /> <br /> <br />Federal aid in regards to flood problems. <br /> <br />2. Raising the existing levees. <br /> <br />I <br />I <br /> <br />3. <br /> <br />Channelizing the river to contain the 100-year flood. <br />ferent channel sections were evaluated.) <br /> <br />(Several dif- <br /> <br />I <br />I <br /> <br />4. Improving the bridges at 8th Street, 5th Street, and 6th Avenue. <br /> <br />5. Dredging the channel to increase flow area. <br /> <br />I <br />I <br /> <br />6. Combinations of improvements. <br /> <br />I <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Recommended Alternative <br /> <br />The alternative improvement plans were presented to the Floodplain Panel <br /> <br /> <br />for review and selection of a recommended alternative. A decision was made to <br /> <br /> <br />utilize a combination channel for the majority of the study reach and a trape- <br /> <br /> <br />zoidal channel where limited right-of-way was available. The combination <br /> <br /> <br />channel consists of a narrow, deep, low-flow channel to continue normal stream <br /> <br /> <br />flows with a wide overbank section to convey larger flows. A trapezoidal <br /> <br />channel has sloping sides and a flat bottom and is utilized downstream of 8th <br /> <br /> <br />Street and at the Union Pacific Railroad. The proposed improvements will con- <br /> <br /> <br />tain the 100-year flood within the channel and allow development to the edge <br /> <br /> <br />of the proposed channel. The cost of the channel improvements is $2.1 million <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />iv <br /> <br />v <br /> <br />I <br /> <br />I <br />