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4. Modify Chapter IV. Of the Public Facilities and Services Plan, by modifying <br /> the subdivision entitled "Wastewater System condition Assessment" <br /> (presently on page 82) to read as follows: <br /> <br />Wastewater System Condition Assessment <br /> <br />Treatment: MWMC Wastewater Treatment System <br /> <br />MWMC existing infrastructure is monitored for problems that need to be addressed <br />during operational and maintenance activities. MWMC has ongoing programs to help <br />plan for and implement equipment replacement and major rehabilitation of existing <br />systems. With these on going progrmns used to detect existing problems, the <br />infrastructure can be maintained and preserved to help extend its useful life for future <br />years. <br /> <br />In March of 2003, MWMC hired CH2M HILL to evaluate and plan for regional <br />wastewater capital improvements that will serve the Eugene/Springfield urban growth <br />boundary into year 2025. MWMC will need to implement the recommended <br />improvements to meet regulatory requirements based on projected pollution loads and <br />flows. CH2M HILL as part of its work to evaluate and plan for regional wastewater <br />improvements has prepared a technical memo related to "Flow and Load Projections" <br />dated April 12, 2004. This historical and projected information is being used to plan for <br />needed MWMC capital improvements based on engineering evaluation methods and by <br />comparing technology options. It is estimated that approximately $160 million dollars <br />(in 2004 dollars) are needed for MWMC projects to address regulatory requirements and <br />growth through year 2025. <br /> <br /> Colt veyalt ce: <br /> <br /> Conveyance capacity and inflow and infiltration (I/I) ratios are important criteria by <br /> which to assess the performance of a wastewater collection system. Conveyance capacity <br /> is a function of adequate pipe sizing and measures a system's ability to move effluent <br /> efficiently. Inflow and infiltration ratios express the amount of stormwater entering a <br /> sewer system through defective pipes and pipe joints, or through the cross connection of <br /> stormwater lines, combined sewers, catch basins, or manhole covers. Such extraneous <br /> stormwater entering the wastewater system unnecessarily burdens both conveyance and <br /> treatment facilities. <br /> <br />5. Modify Chapter IV. Of the Public Facilities and Services Plan, by modifying <br /> the discussion of wastewater, in the subdivision entitled "Long-Term Service <br /> Availability Within Urbanizable Areas" (presently on page 97) to read as <br /> follows: <br /> <br /> 1. There are no areas within the metropolitan UGB that will be difficult to serve with <br /> wastewater facilities over the long-term (six to 20 years) assuming that public <br /> <br /> Appendix B Page 3 <br /> <br /> <br />