Laserfiche WebLink
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 C~iteriaJConditions Year 2025 <br /> <br /> Drive VFD VFD <br /> Capacity <br /> Total 21.0 mgd 28.5 mgd <br /> <br /> Firm (largest umt out) 18.0 mgd 19~0 mgd <br />Terry Street Pump Station <br />Pumps <br /> Number of Pumps 3 4 <br /> <br /> Size 3 @ 6.6 mgd 4 @ 7.0 mgd <br /> Type Dry pit centrifugal Dry pit centrifu§al <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 /> Ba;ger-Greenhill Pump Station <br /> Pumps <br /> Number of Pumps 2 4 <br /> Size 2 @ 3.74 mgd 4 @ 8 mgd <br /> Type Dry pit centritugal Dry pit centnfuga~ <br /> Horsepower 2 @ 188 hp 4 @ 400 mgd <br /> Ddve VFD VFD <br /> Capacity <br /> Total 7.48 mgd 32 mgd <br /> Firm (largest unit out) 3.74 mgd 24 mgd <br /> Barger-Greenhiti to Terry Street Force Main <br /> Force Main <br /> Number of force main pipelines 2 3 <br /> Material DIP DiP <br /> S~ze 14-in, 24-in 14-in, 24-in, 24-in <br /> Length 7,350 ft (each) 7,350 ft (each) <br /> <br /> MWI~TABLE 7.t.Z-E_flEV4.DOC 3 <br /> <br /> <br />