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MW~C FACIUTIES PLAN <br /> <br />TABLE 5.,~2-2 <br />Liquids Unit Process, Existing and 2025 Design Capacity <br />MWMC Facilities Plan, Eugene-Spring,eld <br /> <br /> Existir~g Total 2025 Capacity <br /> Design Capacity Need <br /> Unit Process Basis (mgd) (mgd) 2025 Condition of Need <br /> <br />Dis~nfectien ADW F 80 59 <br /> PDWWF 175 227 <br /> <br /> PWWF 175 277 50% of design flow capacity with <br /> largest out of service <br /> <br />Filtration ADWF 0 30 75% of design flow capacity with <br /> largest out of service <br /> <br />Plant Hydraulics PWWF 175 277 <br /> <br /> 5,4.3 Biosolids Treatment Facilities Design <br /> The 2025 design criteria for CBOD and TSS loads at the WPCF are summarized in Table <br /> 5.4.3-1. These loads, in conjunction with the 2025 flows, provide the basis for bamre solids <br /> unit process design. <br /> <br /> TABLE <br /> Summary of'fotal Load Projections lot 2025 {Residential, Commercial, and industrial) <br /> MWMC Facilities Plan, Eugene-Sprindeld <br /> <br /> Year 2025 <br /> DOD Loading Projec~ions (lb/day) <br /> Average Dry Weather 55,000 <br /> Max. Month Dry Weather 74,000 <br /> Average Wet Weather 55,000 <br /> Max. Month Wet Weather 74,000 <br /> TSS Loading Projections (Ih/day) <br /> Average Dry Weather 61,000 <br /> Max. Month Dry Weather 87,600 <br /> Average Wet Weather 77,400 <br /> Max. Month Wet Weather 102,800 <br /> <br /> Table 5.4.3-2 summarizes the anticipated 2025 facility needs, design basis, and condition <br /> requirements for each sohds urdt process based on reliabihty and redundancy requirements. <br /> <br /> MWI~C_5.0_REVS_VKS <br /> <br /> <br />