Admin Order 58-99-22-F (2) - Laserfiche WebLink

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TABLE 5 S Re Tonal MW.MC: ;.Was#ewater 5 sterns Deuelo meet ~a "e n;~~. ~ . ;;9 .. ~ ~ ............:..:::...:.:.::::::::::.... Y P.... _...........:.. J....... .......Y ....... ----~ 2. MWMC System Capacity and Allocation of Capital Values Design Percent of Component Design Percent of Component: «~:.»»»»:'>:.>:::::::::: Capacity Facility Cost Value Capacity facility Cost Value "'"}`~`~~':1<#>~ .::.J::::::.~:::.::::.;::.;~:.,.:. 49 000 000 ~ 22.00% $16 037,000 , 0 0% $0 ~'~'~"<?~«<~<~~':'"~> ............................................. ............................................. ............................................. 175 000 000 43.00% $31 345 000 1$,000,000 100% $6,170,000 ............................................ 66 000 19% $13 850 000 0 0% $0 .:~::. 71 600 , ° 16 /o 0 11 663 0 $ 0 ° /o 0 $ 'it;~~S> 0 100 /o 000 $72,89 0 100 /o 6 170 000 $ . . . A. Average Daily Flow: Cost of Component _ Design flow =Cost per gallon of average daily flow $16,037,000 = 49,000,000 gallons per day =$0.327 per gallon of average daily flow B. Peak Flow* (allocates peak wet weather capacity to average user flow): Cost of Peak Flow Component _ Average Design flow =Cost of peak flow capacity per gallon of average ~ daily flow ($31,45,000 + $6,170,000) = 49,000,000 gallons per day = $0.766 per gallon of average daily flow C. Biochemical Oxygen Demand (BOD): Cost of BOD Component _ Design BOD daily capacity =Cost per--pound of BOD per day $13,850,000 _ 66,000 pounds per day = $209.85 per pound D. Suspended Solids (SS): Cost of SS Component + Design SS daily capacity =Cost per pound of SS per day $11,663,000 = 71,600 pounds per day = $162.89 per pound The unit cost of Peak Flow is calculated on the basis of average daily plant capacity of 49, 000, 000 to enable recovery of costs from system users. ~- _., ~_ . City of Eugene SDC Methodology Wastewaterpage C-10