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II <br /> TABLE 5 <br /> Regional (MWMG} ~1Nastewater Systems pevelopment'Gharge Analysis <br /> Analysis of egional Wastewater System Value <br /> t~t~': <br /> ~ Total Assets $202,596,709 <br /> ~ Total Li bilities ($129,700,496) <br /> Local Equi (net assets) $72,896,000 <br /> a Wet W' ather Peak Flow Im rovements $6,170,000 <br /> MWMC Syst m Capacity and Allocation of Capital Values <br /> ::.:::::::y.:; <br /> ~ A. Existin System >quity : Planrrted Ca ci Enhancements. <br /> <~<'>?<~'`~>'''»><~>>`»€» ~ Desi n Percent of Com onent <br /> d»#'it`'?=s'°s ; Design Percent of Component y g P <br /> Capacity Facility Cost Value Capacity Facility Cost Value <br /> 49 000 000 22.00% $16,037,000 0 0% $0 <br /> 175 000 000 43.00% $31,345,000 16,000,000 100% $6,170,000 <br /> <'13~3~ .':I>`:.':?><`'> 66,000 19% $13,850,000 0 0% $0 <br /> :~.~..,...~..'.~::::><:><:»>:::>:::>:::>::<;;: 71,600 16/0 $11,663,000 0 <br /> ```''`~j~~ 100% $72,895,000 100% $6,170,000 <br /> ~.;:.;;:.s~ y~yyy::~~~>:;of::..ot ~ ..Oe~(r::~~::Cett~ ~ <br /> <br /> y:. }Fti::i:: is4ii}i....~.......:.:';i.•,.if;.ii:t.iiii ^iiii:'i:':: >~:v'J:•. :::.:::n~ <br /> A. Average gaily Flow: <br /> Cost of Component T Design flow =Cost per gallon of average daily flow <br /> $16,037,000 " 49,000,000 gallons per day =$0.327 per gallon of average daily flow <br /> 6. Peak Flowl* (allocates peak wet weather capacity to average user flow): <br /> Cost of Pe~k Flow Component _ Average Design flow =Cost of peak flow capacity per gallon of average <br /> daily flow <br /> ($31,345,000'+ $6,170,000) _ 49,000,000 gallons per day = $0.766 per gallon of average daily flow <br /> C.~ Biochemi al Oxygen Demand (BOD): <br /> Cost of B D Component + Design BOD daily capacity =Cost per pound of BOD per day <br /> $13,850,000 66,000 pounds per day = $209.85 per pound <br /> D. Suspended Solids (SS): <br /> Cost of S$ Component + Design SS daily capacity =Cost per pound of SS per day <br /> $11,663,000 71,600 pounds per day = $162.89 per pound <br /> The unit cost of Peak Flow is calculated on the basis of average daily plant capacity of 49, 000, 000 to enable recovery of <br /> costs from syst~m users. <br /> I <br /> City of Eugene SDC Methodology Wastewaterpage C-10 <br /> <br />