~I <br /> development application. <br /> For more detailed and specific numerical data on FEU calculations, see Table 5. For formula <br /> illustratiolins, see Figure 5 in this Appendix. <br /> 2.2.'~ MWMC Process Wastewater <br /> Thel~'~,MWMC wastewater SDC for development that discharges process wastewater to the <br /> wastewater system will be charged on the basis of the strength of that discharge. The <br /> <br /> ~ rated per FEU for land uses listed in Attachment 4 of this Appendix include process <br /> <br /> ~ was ewater charges. For uses not otherwise listed in Attachment 4 that include process <br /> was ewater, the MWMC SDC will be calculated by combining the charge for unit of <br /> dev lopment for general industrial uses, and adding the charge for the process wastewater <br /> FE that matches the strength of the proposed discharge. The strength classes shown <br /> in Attachment 4 are the same strength classes used by MWMC in the user fee system. <br /> 2.2.2 MWMC Wastewater SDCs For All New Development with Annual Average <br /> Daily Flow Equal to or Greater than 100,000 Gallons, and for Existing Development <br /> <br /> ~ Increasing Flow by or Greater than 100,000 Gallons per Day <br /> Before calculating the SDC for any development with an anticipated discharge of 100,000 <br /> galldns or more of sewage per day, the Executive Officer of the MWMC (EO) shall examine <br /> the developments impact on the twenty year schedule of capital projects. If one or more <br /> capacity-increasing projects will move into the 5-year CIP as a result of the development, <br /> the ~O will establish new unit costs (based on the total costs of the amended 5-year CIP) <br /> upo~ which SDCs for all development will be calculated. If the MWMC wastewater SDC <br /> rate is modified, the modified fee will be applied to the development that caused the need <br /> for t~e modification and to all future development. . <br /> ~i <br /> III! <br /> i <br /> I <br /> <br /> it <br /> '!I <br /> I~~ City of Eugene SDC Methodology Wastewater, Page C-8 <br /> <br />