|
' ~ EXHIBIT A (page 2 of 6)~
<br /> Table 5
<br /> MWMC (Regiona]) Wastewater Systems Development Charge Analysis
<br /> 1. Analysis of Regional Wastewater System Value
<br /> A: Existing S sfein E uit _ _ ;
<br /> Y. g Y. ;
<br /> ~ Total Assets $202,210,388
<br /> D Total Liabilities ($131,714,700)
<br /> Loca! Equity (net assets) $70,495,688
<br /> _
<br /> 8', .Planned Ca acit , Enhancecrments ;
<br /> D Wet Weather Peak Flow Im rovements $6,170,000
<br /> 2. MWMC System Capacity and Allocation of Capital Values
<br /> <'_<« # A. Existing System Equity B. Planned Capacity Ershancements
<br /> >~t~#pr~tent ! Design Percent of Component Design Percent of Component
<br /> Capacity Facility Cost Value Capacity Facility Cost Value
<br /> >~z~#~ ~~t11~` 49,000,000 22.00% o
<br /> $15,509,000 0 0 /o $0
<br />
<br /> »=>~?.`4~~~k~SE<:'t~`>:>~=~ 175 000 000 43 0 ° o
<br /> 0 /o $30,313,000 16,000,000 100 /o $6,170,000
<br /> 6,000 19 /o $i 3,394,000 0 0 /o $0
<br /> - o
<br /> 71,600 16 /o $11,279,000 0 0% $0
<br /> 100% $70,495,000 100% $6,170,000
<br /> '..::~::r~~:::r y:vi:.' ~ ;::.;:.~.::.;:.v.:. r:.::.:. ~.::...::.:.....:.~.~::.:.:::.~:....:r:.~::..:..:i.-ii.:.ii}:i.:..::.:...::i:.~ii::.::.~:.. i.:.:ii.:
<br /> i.:...:iiii..~:.~.
<br /> n\.. .
<br /> ::i:}::; } ~ : i.:.. .
<br /> QQ v.:. ........................................:.u; v.
<br /> :..~71
<br /> .
<br /> i:~i:.:4/
<br /> ..,..s.
<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 (BOO):
<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 O-9
<br />
<br />
|