6101 ASSOCIATED BLVD BASE FILE 2017-06-05

Some sites may have capacity in excess of the threshold available to serve potential users. If a proposal would exceed 2,700 gallons 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 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. Additional SEPA analysis will be required for projects that may require major Improvements not identified in the EIS 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 Gulch. Additional analysis is required to review alternative routes for the line which will minimize the impacts of the proposal, or alternative means of providing sewers to that area. 8.7.3 Mitigation Measures 1. Individual developments may be responsible for funding all or a portion of sewer system capital improvements as shown in Table 8-2 (Table 3.8-4 in the EIS). (SEPA Public Services and Utilities Policies) OTHER REQUIREMENTS: 1. A Public Works Permit is required for this project. Detailed drawings in accordance with City Design and Construction Standards shall be submitted to the Public Works Department,showing site parking layout, landscaping, utilities,storm drainage,temporary construction erosion control, and all required improvements in the public right-of-way. Public Works Department approval of these drawings is required prior to any permits being issued.All improvements shall be completed, approved and warranted before the Occupancy Permit is issued/final approval is granted. 2. Any grading/fill on this site shall be done so as to not impact the surrounding properties. 3. This project must comply with the current City of Everett Building Code and Sprinkler Ordinance. 4. Special charges for connection to the sewer and water systems in accordance with Ordinance 1998-94 and subsequent revision are applicable.These charges are based on projected water -usage and can be substantial.Applicant is encouraged to obtain a copy of the Ordinance and determine estimated charges prior to building permit application.The actual charges shall be computed by the Public Works Department per the ordinance in effect at the time and according to the information on the approved plans at the time of building permit issuance. 5. Lack of comment on the plans submitted with-the application does not constitute approval of these plans. 6. City streets are to be kept clear of dirt and debris at all times during construction. Dust suppression and street cleaning must occur as directed by the Public Works Inspector. 7. A looped public water main is required per City Design Standards. The main must loop from the existing main on the north side of 6617 Associated Blvd. around the proposed site to the main in Associated Blvd. 12