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EXHIBIT A (page 2 of 6) <br />Table 5 <br />MWMC (Regional) Wastewater Systems Development Charge Analysis <br />2. MWMC System Capacity and Allocation of Capital Values <br />:>::>»::>:»::>:::::::<:>::::>::::>::>:::<:::>::>:: A Existin S stem E uit <br />9 Y q Y B. Planned Ca aci <br />p ty Enhancements <br />`~~~~~~~~~~ <br />~ Design Percent of Component Design Percent of Com orient <br />p <br />~~~ <br />'~"" ~~~~~~~'~~"'""`~' <br />_ Ca aci <br />P tY Facilit Cost <br />Y Value Ca <br />pacity Facility Cost Value <br />?'i*~~''Fr'>' 49,000,000 22.00% 15 509 000 0 ° <br />~1<"~':':~~ 175 000 000 43:00% <br />$30,313,000 <br />16,000,000 o <br />100 /o <br />$6,170,000 <br /> <br />66,000 0 <br />19 /o <br />$13,394,000 <br />0 0 <br />0 /o <br />$0 <br /> <br />71,600 ° <br />16 /o <br />$11,279,000 <br />0 o <br />0 /o <br />$0 <br />:.;::: »::::::>::::::: <:::>::>:::::::: <br /><::><:>~>>«:>?»':'.'. <br />100 /o <br />$70,495,000 <br />100 /o <br />$6.170.000 <br /> <br />A. Average Daily Flow: <br />Cost of Component _ Design flow =Cost per gallon of average daily flow <br />[ $15,509,000 _ 49,000,000 gallons per day = $0.317 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 .average <br />daily flow <br />[ ($30,313,000 + $6,170,000) _ 49,000,000 gallons per day = $0.745 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 />[ $13,394,000 _ 66,000 pounds per day = $202.94 per pound <br />D. Suspended Solids (SS): <br />Cost of SS Component =Design SS daily capacity =Cost per pound of SS per day <br />[ $11,279,000 _ 71,600 pounds per day = $157.53 per pound <br />The unit cost of Peak Flow is calculated on the basis of average daily plant capacity of 49,000,000 <br />to enable recovery of costs from system users. <br />City of Eugene SDC Methodology Page D-9 <br />__ _ _ <br />