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Item A - PH on MWMC/Metro Plan
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Item A - PH on MWMC/Metro Plan
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6/9/2010 12:57:24 PM
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6/17/2004 8:20:59 AM
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City Council
City_Council_Document_Type
Agenda Item Summary
CMO_Meeting_Date
6/22/2004
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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 mai or rehabilitation of existing <br />systems. With these on going programs 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 CI-I2M HILL to evaluate and plan for regional <br />wastewater capital improvements that will serve the Eugene/Springfield urban growth <br />l~oundasw 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 I-III.L 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 proiects to address regulatory requirements and <br />growth through year 2025. ' <br /> <br /> Conveyance: <br /> Conveyance capacity.and inflow and infiltration (1/1) 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 throu~j~ defective pipes and pipe ioints, or throuf_h 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 /> Appendix B Page 3 1-37 <br /> <br /> <br />
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