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MWMC FACILFftES PLAN <br /> <br />TABLE 7,1,24 <br />Recommended Conveyance System Improvements <br />MWMC Facilities Plan, Eugene-Springfield <br /> <br /> Existing <br /> Capacity Recommended Responsible <br /> Pump Station (mgd) Capacity (mgd) Proposed improvement Entity <br /> <br /> Division Street 1 ~4 2.0 Upgrade pumps for higher head Eugene <br /> conditions at force main connecbon <br /> point. <br /> Skipper 8,0 10.5 Upgrade pumps for higher head Eugene <br /> conditions at force main connection <br /> point; install additional pump to meet <br /> redundancy requirements, <br /> Greenwich 1.5 3.0 Upgrade pumps for higher head Eugene <br /> conditions at force main connection <br /> point. <br /> Irvington 13.5 15.0 Upgrade pumps for higher head Eugene <br /> conditions at force main connection <br /> point; install one additional pump. <br /> West irwin 21.0 28.5 Upgrade pumps for higher head Eugene <br /> conditions at force main connection <br /> point. <br /> Terry Street 14.0 28.0 Upgrade pumps for higher head Eugene <br /> conditions at force main connection <br /> point; install additional pump to meet <br /> redundancy requirements. <br /> Barger-Greenhill 7.5 32.0 Install phase 2 and phase 3 pumps in Eugene <br /> existing pump station; install new 24- <br /> inch force main. <br /> <br /> WPCF Screw 84.0 99.0 Install one additional screw pump, JVW~/MC <br /> Pumps <br /> <br />7,2 Recommended Liquids Process Improvements <br /> <br />7.2.1 Secondary Treatment <br />Recommended enhancements to secondary treatment facilities include conversion of each <br />aeration basin (4 cells) to a step feed, plug flow activated sludge process with anoxic <br />selectors. The following modification are required and are shown in Figure 7.2.1-1: <br /> <br /> Addition of PE flow control gates for step feed of PE to each cell <br /> Addition of PI spkitter control boxes to mix PE and RAS at each cell <br />o New primary effluent and RAS distribution header to each cell <br /> Addition of anoxic zone and ano×ic mixers in each cell of each aeration basin <br /> Conversion of all coarse bubble aeration grids to fine bubble aeration <br /> · New mixed liquor effluent gates in last cell of each aeration basin <br /> o Enhance existing secondary clarifiers (see section 7,1.2) <br /> · Two new secondary clarLfiers <br /> <br /> 7-2 MWMC_7.0_REV4 [X3C <br /> <br /> <br />