5901 23RD DR W BASE FILE 2016-01-01 MF Import

i f Capaciry o(the system is 1,700 gallons per gross acre per day,and 4,000 gallons per gross acre per day of iiutantaneous pesk flew. Some sites mny have capaciry in escess o([he thresho�d available ro sen�e pocential uscrs. If a proposal would exceed 1,780 gallens per gross acre per day and/or 4,OIX1 gallons per gross acrz per day of instan[aneous peak tlow, additionu! analysis will be required. The additional analysis may be as simple as calculations completed by the Public Works Department prior to a pre-application meeting on a specific development proposal. The additional analysis must determine how the proposal's sewer demand will affect the sewer system. Projects with no additional major improvements needed and no adverse cumulative impacts on the sewer system are covered by this analysis. Addi[ional SEPA analysis will be required for projects that may require major improvemena not identified in the EIS or that may have adverse cumula[ive impacts on the sewer system. The EIS analysis does not cover the impacts of construction of a new sewer main across Japanese Gulch. Additional analysis i5 required to review altemative routes for the line which will minimize the impacts of the propasal,or altemative means of providing sewers ro that area. 8.7.3 Mitigation Mcasures I. Individual developments may be responsiblc for funding all or a ponion of sewer system capital itnprovements as shown in Table 8-3 (Table 3.8-4 in die EIS). (S@PA Publi: Services and Utilities Policics) IF