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THIS PA E PROPOSED TABLE 5 <br /> Region I (MWMC) Wastewater Systems Development Charge Analysis <br /> 1. Analysis o Regional Wastewater System Value <br /> A. Existin System Equity <br /> ~ Tota Assets 5230,945,273 <br /> ~ Tota Liabilities $134,230,983) <br /> i <br /> Local E uity (net assets) $96,714,290 <br /> B. Planne Capacity Enhancements <br /> D Wet Bather Peak Flow Improvements $9 T35 667 <br /> 2. MWMC Sy tem Capacity and Allocation of Capital Values <br /> A. Existing System Equity B. Planned Capacity Enhancements <br /> Component Design Percent of Component Design Percent of Component <br /> Capacity Facility Cost Value Capacity Facility Cost Value <br /> Average Flow 49,000,000 22% $21,277,144 0 0% $d <br /> Peak Flow * 175,000,000 43% $41,587,145 16,000,000 100% $9,735,567 <br /> BOD 66,000 19% $18,375,715 0 0% $0 <br /> <br /> ~ SS 71,600 16% $15,474,286 0 0% $0 <br /> Tot Is 100% $96,714,290 100% $9,235,567 <br /> 3. Summary Component Cost Calculation <br /> A. Average Daily Flow: <br /> Cost of omponent _ Design flow =Cost per gallon of average daily flow <br /> <br /> j $21,277,14 _ 49,000,000 gallons per day = $0.434 per gallon of average daily flow <br /> B. Peak FI * (allocates peak wet weather capacity to average user flow): <br /> Cost of Bak Flow Component =Average Design flow =Cost of peak flow capacity per gallon of <br /> <br /> I average daily flow <br /> ($41,587,14 + $9,735,567) = 49,000,000 gallons per day = $1.048 per gallon of average daily flow <br /> C. Biochem cal Oxygen Demand (BOD): <br /> Cost of D Component + Design BOD daily capacity =Cost per pound of BOD per day <br /> $18,375,71 + 66,000 pounds per day = $278.42 per pound <br /> D. Suspend d Solids (SS): <br /> Cost of S Component + Design SS daily capacity =Cost per pound of SS per day <br /> $15,474,28 + 71,600 pounds per day = $216.12 per pound <br /> * The unit co of Peak Flow is calculated on the basis of average daily plant capacity of 49, 000, 000 to enable recovery <br /> of costs fro system users. <br /> <br /> i <br /> City of Eug ne SDC Methodology Wastewaterpage C-10 <br /> <br />