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i <br /> ~ TABLE 5 <br /> Regional {MWMC~ Wastewater Systems Development: Charge An~tysis <br /> 1. Analysis of Regional Wastewater System Value <br /> ::<:~:"+.:::i;:::;:iti:X:;:;:i;~:::::~i:;'%;%:;:5;;:;::::::i:;::<: `•%;;:::::::::::::::::::::i:::::isi::::::::~'::::::::S:ii:::i:::::sY::::::::;:::::::;i::;:;i:::S::i:::is~:;:;:::~i:3:ii:::::i:: <br />:<::::`::?:::i;;::::::i::::::i:Y:: ~:::::2 ;::::::::~::::::i:;:i::S:~;::::::i:::: ::::::::i: <br /> i1~41::::.ri....~. kt 4!#:::~ie'.~y:M:. t <br /> :::::::::::::::::::`i::::'::i3~:::::'~::':::i~:':::::'~`.:::i`::::::::;:~'~:::'?'~::i`:i::'i<:::::i~?::::i:::<::::'<is~:::::::::~:%;~::~~:~::::::::::'~'~::::iY:::::::::::::::::5::::::~:::::: <br />::::::::::i::::2;::::;: <br /> A ~i'~ptal Assets $202,596,709 <br /> ~ Total Liabilities ($129,700,496) <br /> Local Equity (net assets) $72,896,000 <br /> ::::>::>~~>~:`~:ii:>~~~> <><:<:<:>:::<:::::;><::.>~;::::::::>:::>::::>:>:;;::>:..:;::s:::::>:>a::>:::>:::>::>::»::>::>:<.:;:::>::>::>:;:>:.>::: <br /> »:<:>:<:>::»>:;:>::>:S;S>:~:;~i5;>r:~::~i:r:~i::~::~::::i::::~::a<i:::ii:'•:ri;is~:::~;'•;::is~;:~::r<:YG::ii::::~i:~::~:`S;s>:<:>:::::>::>:<:>::::>::>:z:::;:<:;::~5:;2::;:%;:G;::: <br /> ~ <br /> ~ Wet Weather Peak Flow Im rovements $6,170,000 <br /> 2. MWMC System Capacity and Allocation of Capital Values <br /> A. Existi S "te p <br /> :.>.<>>::>::>:::>::»:::;::::::::<:>::::<:::: n s m E u B. tanned Ca c Enh <br /> ~ Y : q gy <br /> ~~a_~~ ____ancem~nts rv,_ <br /> w _ <br /> ~ Des n Percent of Com anent Desi n Percent of Com <br /> tz : rte~t<».:::; P 9 Ponent <br /> Ca aci Faciii Cost Value Ca aci Facili Cost Value <br /> P tY tY P tY tY <br /> ~~:`:;"':~~i'j>'~~ 49,000,000 22.00% $16,037,000 0 0% $0 <br /> ```'"''k'~`~~"^"~'~ 175 000 000 43.00% $31 345 000 16 000 000 100% 6 170 000 <br /> 66 000 19% 13 850 000 0 0% 0 <br /> $ ~ $ <br /> 71 600 16% 11 663 000 0 <br /> 0 0 <br /> $ $ <br /> >`„~3t~f.~SE 100% $72,895 000 100% $6 170 000 <br /> .::::.:::::::.::~nt~,r......:......:...... e~l~ l~~a~E[a..tarp.:.~.::.~..::::::::::.~::.:::::::::::::::.::.:::::: <br /> A. Average Daily Flow: <br /> Cost of Component _ 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 /> 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 /> ($31,45,000 + $6,170,000) + 49,000,000 gallons per day = $0.766 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 /> $13,850,000 + 66,000 pounds per day = $209.85 per pound <br /> D. Suspended Solids (SS): <br /> Cost of SS Component + Design SS daily capacity =Cost per pound of SS per day <br /> $11,663,000 + 71,600 pounds per day = $162.89 per pound <br /> * The unit cost of Peak Flow is calculated on the basis of average daily planf capacity of 49,000,000 to enable recovery of <br /> costs from system users. <br /> <br /> y~ <br /> ~r~r! <br /> City of Eugene SDC Methodology Wastewaterpage C-10 <br /> <br />