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<br />I <br /> <br />38 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />VI. SELECTION OF IMPROVEMENT ALTERNATIVES <br /> <br /> <br />Costs of Alternatives <br /> <br /> <br />Capital imp~ovement costs were developed for the alternatives and are <br /> <br /> <br />presented in Tables 4 'through 7. The costs were developed in order to eval- <br /> <br /> <br />uate and compare ~he conceptual designs. Improvement costs have been divided <br /> <br />into the following categories: <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Bridge improvement. <br /> <br />I <br /> <br />1. <br /> <br />I <br /> <br />2. <br /> <br />I <br /> <br />Intake structure relocation. <br /> <br />39 <br /> <br />3. <br /> <br />Permit development/redevelopment of property within floodplain. <br /> <br />4. <br /> <br />Tax revenue from additional property. <br /> <br />5. <br /> <br />Improved aesthetics. <br /> <br />6. <br /> <br />Reduction of nuisance problems. <br /> <br />7. <br /> <br />Reduced operation and maintenance. <br /> <br />8. Multiple use opportunities. <br /> <br />I <br /> <br />Certain advantages and disadvantages are inherent in the different <br /> <br />improvement alternatives. A matrix of advantages and disadvantages for each <br /> <br />alternative is given in Table 9. <br /> <br />Recommended Alternative <br /> <br /> <br />The recommended alternative is Alternative 4, a combination of floodway <br /> <br /> <br />improvements. The advantages of this alternative are: <br /> <br />3. <br /> <br />Upstream sediment trap. <br /> <br />4. <br /> <br />Flood control alternative. <br /> <br />I, <br /> <br />5. <br /> <br />Engineering and contingency costs. <br /> <br />I <br /> <br />Fiscal, legal, and administrative costs. <br /> <br />I <br /> <br />6. <br /> <br />I <br /> <br />Land acquisition costs were not included for any alternatives. Bridge <br /> <br />improvements and relocation of the Great Western Sugar Company diversion <br /> <br /> <br />structure are common to all alternatives and have been considered as a <br /> <br />separate item. A different unit cost was used for embankment material for <br /> <br /> <br />Alternative 2 - Levees. A higher cost was assumed because the embankment <br /> <br /> <br />material must be hauled in, while the other alternatives have excess material <br /> <br />available. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Annual operation and maintenance costs were estimated for the alter- <br /> <br /> <br />natives. The estimated annual maintenance costs are $30,800 for improved <br /> <br /> <br />levees, $27,300 for the trapezoidal channel, $10,500 for the combination chan- <br /> <br /> <br />nel and $11,250 for the combination of floodway improvements. These operation <br /> <br /> <br />and maintenance costs include dredging (if necessary) and normal channel main- <br /> <br /> <br />tenance costs. Annualized costs were calculated for the alternatives using a <br /> <br /> <br />50-year project life and a 7-1/2 percent interest rate. Total annual costs <br /> <br /> <br />for the flood control alternatives are summarized in Table 8. These costs do <br /> <br /> <br />not reflect the costs of bridge replacement or land acquisition. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Benefits of Alternatives <br />Benefits of flood control projects can include the following: <br /> <br />I <br /> <br />10. <br /> <br />I <br /> <br />1. Flood damage reduction. <br /> <br />I <br /> <br />Enhance property values of adjoining property. <br /> <br />2. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1. <br /> <br />Flooding is controlled for the 100-year event. <br /> <br />2. <br /> <br />Use of levees through the wastewater treatment plant does not <br />require additional right-of-way. <br /> <br />3. <br /> <br />Development/redevelopment is allowed within the floodplain. <br /> <br />4. <br /> <br />The combination channel is the best hydraulic section for flood <br />conveyance. <br /> <br />5. <br /> <br />Dredging requirements are reduced and other maintenance requirements <br />are also reduced. <br /> <br />6. <br /> <br />The combination channel has a positive visual appearance. <br /> <br />7. <br /> <br />The combination channel allows future multiple uses as a greenbelt <br />or for recreational opportunities. <br /> <br />8. <br /> <br />The combination channel confines low flows to a smaller channel sec- <br />tion, reducing vegetative growth in the channel, and eliminating <br />stagnant water. <br /> <br />9. <br /> <br />Property values are enhanced due to more pleasing appearance and <br />reduced flooding. <br /> <br />This alternative has a lower annual cost than Alternatives 3A and 3B <br />and is about the same as Alternative 2. <br />