THIS PAGE PROPOSED <br />TABLE 5 <br />Regional (MWMC) Wastewater Systems Development Charge Analysis <br />'l. Analysis of Regional Wastewater System Value <br />A. Existing System Equity <br />D Total Assets $230,945,273. <br />~ Total Liabilities $134,230,983) <br />Local Equity (net assets) $96,714,290. <br />B. Planned Capacity Enhancements <br />~ Wet Weather Peak Flow Improvements $9,735,567.. <br />2. MWMC System Capacity and Allocation of Capital Values <br /> <br /> <br />Component A. Existing System Equity <br />------------ -------------- <br />Design Percent of <br />Capacity Facility Cost <br />------------- <br />Component <br />Value B. Planned Capacity Enhancements, <br />----------- ------------ -------------- <br />Design Percent of Component <br />Capacity Facility Cost Value <br />Average Flow 49,000,000 22% $21,277,144 0 0% $0 <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 />SS 71,600 16% $15,474,286 0 0% $C <br />Totals 100% $96,714,290 100% $9,.735,567 <br />3. Summary of Component Cost Calculation <br />A. Average Daily Flow: <br />Cost of Component -Design flow =Cost per gallon of average daily flow <br />$21,277,144 _ 49,000,000 gallons per day =;$0:434 per gallon of average daily flow <br />B. Peak Flow* (allocates peak wet weather capacity to average user flow): <br />Cost of Peak Flow Component _ Average Design flow =Cost of peak flow capacity per gallon of <br />average daily flow <br />($41,587,145 + $9,735,567) _ 49,000,000 gallons per day = $1.048 per gallon of average daily flow <br />C. Biochemical Oxygen Demand (BOD): <br />Cost of BOD Component =Design BOD daily capacity =Cost per pound of BOD per day <br />$18,375,715 _ 66,000 pounds per day = $278.42 per pound <br />D. Suspended Solids (SS): <br />Cost of SS Component =Design SS daily capacity =Cost per pound of SS per day <br />$15,474,286 _ 71,600 pounds per day = $216.12 per pound <br />" The unit cost of Peak Flow is calculated on the basis of average datly plant capacity of 45, UUU, uuu to enaoie recovery <br />of costs from system users. <br />City of Eugene SDC Methodology <br />Wastewaterpage C-10 <br />