5801 23RD DR W BASE FILE 2016-01-01 MF Import

� � Capacity of Ihe system is 1,700 gallons per gross acre per daq, and 4,000 gallons per gross acre per day of instantaneous peak tlo�v. Some sites may have capaciq� in escess of the threshold available to serve po[ential users. If a proposal would exceed I,790�allons per gross acre per day and/or 4,000 gallons per gross acre per day of instantaneous peak flow, additional analysis will be required. The additional analysis may be as simple as calculations completed by the ?ublic Worka Jepartrnent prior to a pre-application mee[ing on a specific development proposal. The additional analytis must �etermine how the proposal's sewer demand will affect[he sewer system. Projecl.with no additional major improvements needed and no adverse cumulative impacts on the sewer system are covered by this analysis. Additional SEPA analysis will be required for projects that may require major improvements not identified in the CIS or that may have adverse cumulative impacts on the sewer system. The EIS analysis does not cover the impacts of construction of a new sewer main across Japanese Gulci;. Additional analysis is requind to review alternative routes(or the line which will minimize the impacts of the propo,al,or altemative means of providing sewers to that area. SJ.3 Mitigntion Meusures I. Individual Jevelupments may be responsible for funding�II ar a ponion of sewer system capital improvements as sho�an in Table 8-2 (Table 3.8-4 in the LIS). (SEPA Public Sen�ices and Utilities Policies) _ �� 1�� I 1 / , � �