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Admin Order 58-98-10-F (2)
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Admin Order 58-98-10-F (2)
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Last modified
6/5/2009 10:38:53 AM
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6/2/2009 9:11:51 AM
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PW_Exec
PW_Division_Exec
Administration
PWA_Project_Area
Admin Orders
PW_Subject
SDC
Document_Date
5/19/1998
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EXHISiT A (page 2 of fi) <br />Taf~le ~ <br />MWMC (Regional) Wastewater Systems Development Charge Analysis <br />1. Analysis of Regions( Wastewater System Value <br />~ Total Assets $202,210,388 <br />~ Total Liabilities ($131,714,700) <br />Lora! Equity (net assets) $70,495,688 <br />~~ ~ We# Weather Peak Flow Improvements $6 170 000 +i <br />2. MWMC System Capacity and Allocation of Capital Values <br /> <br />:>=>::>=>`:><::';::::::>::>:'>::::::'' A. `st' s <br />Exi tng Sy tem E ui <br />_ <br />B. 'Planned Ca ac~ Enhanceinerits <br /> <br /><~:';>:~>::~::">~<<'> <br />- <br />g <br />Desi n Percent of <br />p n <br />Com o ent Des <br />~gn <br />Percent of <br />Com onent <br />- --- - ~ Capacit <br />Y Facili Cost <br />tY Value Ca acit <br />p Y Facili Cost <br />tY Value <br />''<?~:F?F~ 49,000,000 22.00% $15,509,000 0 0% $0 <br /><~'c1'=<<<~`'> 175 000 000 43.00% 30 313 000 <br />$ 16 000 000 100% 1 0 000 <br />$6, 7 , <br />~#<~?z>?>'':'z>>>?``~''>':<#'z: 66 000 19% <br />$13,394,000 <br />0 ° <br />0 /o <br />$0 <br />>~~~'`~~=<?~<`~`~>>''=' 71600 <br />0 <br />16 /o <br /> <br />$11,279,000 <br /> <br />0 <br />0 <br />0 /o <br /> <br />$0 <br /> <br />>`~~~''.;:.~~.,e~15. a <br />100 /o <br />$70,495,000 o <br />100 /o <br />$6,170,000 <br />:~~~ry ~~~c~r~~r~n~c~t_ ~~s~ fi:a~~~~a#fc, <br />A. Average Daily Flow: <br />Cost of Component -Design flow =Cost per gaAon of average daily flow <br />~~' <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 Fiow 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 BOO per day <br />t $13,394,000 _ 66,000 pounds per day = $202.94 per pound ] <br />D. Suspended Solids (SS): <br />Cost of SS Co - - <br />m onent ~ Desi n SS dail ca ac~ - Co e o o S <br />p g y p qty st p r p and f S .per day <br />j $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 49,000,040 <br />to enable recove of costs from s stem <br />ry y users. <br />City of Eugene SDC Methodology Page D-9 <br />i <br /> <br />r' <br />~~ <br />
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