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~ , <br /> Attachment #7 of Exhibit A <br /> Administrative Order No. 58-97-07 <br /> I Page 2 of 8 <br /> system.: These measures - of capacity are average .flow,. peak flow, biochemical oxygen <br /> I demand (BOD}, and suspended solids ($S). The present capacity of the wastewater <br /> faatities are shown in Table 5. Based upon the .regional system analysis, the value of the <br /> riegional system is,allocated to each of these types of capacity, reflected in the percentages <br /> shown. in Table 5. Costs ,per unit.. of each capacity measurement can be determined by <br /> dividing.each measurements allocation of local equity by its capacity.. <br /> The improvement f+ee is ba§ed on the: estimated future cost of capacity-increasing. projects <br /> include~f in the MWMC five.<year capital .improvement program at: the time the fee is <br /> calculated, the allocation of that. future cost tothe capacity measurements, and the amount <br /> of each type of capacity being .increased' far each element.: MWMG; intends to maintain: a <br /> twenty year schedule of,capital projects and for individual capacity-increasing. capital projects <br /> to be scheduled to;begir} when one ormore of the individual measuremertts'of capacity ar'e <br /> estimated to reach $5°l0 of their design. Projects wiN move into the MINMGClP as their <br /> scheduled cons#ructian year' eaters the G#P's five, year window. <br /> • , <br /> • , <br /> i <br /> 2.2" Calculating the MWMC SDC <br /> The MWMC SDC shat! be determined by using; the ,reference...data contained in <br /> Attachment 4 of`this Appendix D which describes flow estimation units (FEU} and <br /> associated flow and strength impacts of various types of development togetherwitt <br /> the`unit cast of flow, BQD, and SS. If information for a particular development-is not <br /> found in Attachment 4,; it shall be formulated using average data of like or similar <br /> development as determined by the City Engineer.. For any development, the MWMC <br /> SDC is determined by the following forrnuia: <br /> 1 Multiply the estimated gallons per day of flow per'FEtJ, estimated pounds per day <br /> BOD per FEU, and estimated pounds per day SS per FEU-by their respective unit <br /> Cost; <br /> ~ 2. Sum #hese amounts, to dernre a total cost. per FEU fora .specific type. of <br /> development; <br /> ~ 3. Multiply the,to#al cost per 1=EU for a development type by the number of FEUs for <br /> a development application. <br /> For more detailed and specific numerical data on FEU calculations, see Table 5. For <br /> formula ilfustrations, see Figure 5 in this Appendix. <br /> r <br /> i <br /> Proposed: July 7, 1997 City of Eugene SDC Methodology Page D-7 <br /> <br /> 1 <br /> <br />