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TABLE 7.1.2-2 <br />Wastewater Conveyance System Design Criteria - Existing and 2025 Capacity Needs <br />MWMC Facilities Plan, Eugene-Springfield <br /> <br /> Unit Process Existing Criteria/Conditions Year 2025 <br /> <br /> Drive VFD VFD <br /> Capacity <br /> Total 21.0 mgd 28.5 mgd <br />Firm (largest unit out) 18.0 mgd 19.0 mgd <br />Terry Street Pump Station <br />Pumps <br />Number of Pumps 3 4 <br />Size 3 @ 6.6 mgd 4 @ 7.0 mgd <br />Type Dry pit centrifugal Dry pit centrifugal <br />Horsepower 3 @ 200 hp 4 @ 225 hp <br />Drive VFD VFD <br />Capacity <br />Total 14.0 mgd 28.0 mgd <br />Firm (largest unit out) 10.0 mgd 21.0 mgd <br />Barger-Greenhill Pump Station <br />Pumps <br />Number of Pumps 2 4 <br />Size 2 @ 3.74 mgd 4 @ 8 mgd <br />Type Dry pit centrifugal Dry pit centrifugal <br />Horsepower 2 @ 188 hp 4 @ 400 mgd <br />Drive VFD VFD <br />Capacity <br />Total 7.48 mgd 32 mgd <br />Firm (largest unit out) 3.74 mgd 24 mgd <br />Barger-Greenhill to Terry Street Force Main <br />Force Main <br />Number of force main pipelines 2 3 <br />Material DIP DIP <br />Size 14-in, 24-in 14-in, 24-in, 24-in <br />Length 7,350 ft (each) 7,350 ft (each) <br /> <br />MWMC_TABLE 7.1.2-2_REV4.DOC 3 <br /> <br /> <br />