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MAR-20-02 10.44 FROM.EVERETT PLANNING DEPT ID,42£2678742 PACE 18/26 <br />8.5 COMMUNICATIONS <br />9,5.1 Threshold <br />Most communication facilities are exempt from SEPA review. This SEPA analysis covers all <br />aboveground communication facilities provided that view analysis is completed in the Special <br />Property Use permit process. <br />This analysis does not cover any structure that the FAA determines may have a significant <br />adverse affect on navigable airspace around Paine Field Airport. <br />8.5.3 Mitigation Measures <br />1. All communication lines must be installed underground. (SEPA Public Services and Land <br />and Shoreline Use Policies) <br />2. The Special Property Use permit process for aboveground utilities must include analysis of <br />impacts to views from the proposed facilities. In addition, Special Property Use permits <br />should only be approved when the design of the aboveground communication facilities are <br />compatible with nearby structures and/or screened from view. (SEPA Public Services and <br />Land and Shoreline Use Policies) <br />3. Antetmae and tower proposals and all proposals for structures to be added to the top of <br />existing buildings: the FAA must be notified prior to issuance of a determination of <br />consistency to determine if the structure will affect navigable airspace. All <br />recommendations of the FAA must be complied with. (SEPA Land and Shoroline Use <br />Policies) <br />8.6 PUBLIC WATER SUPPLIES <br />8.6.1 Threshold <br />The analysis in the IYater System Plan projected the overall future peak -hour demand for the area <br />at 2.7 gpm/acre (approximately 4,000 gpa/day peak flow), and assumed fire flow requirements of <br />approximately 3,500 gpm for commercial and industrial/manufacturing uses. Based upon the <br />proposed design of the water system, any development using more than 2.7 gpnVacre has the <br />potential to affect water pressure on other sites. Additional analysis will be required for <br />development proposals with a peak hour demand above 2.7 gpm/scre and/or a fire flow <br />requirement of 3,500 gpm or greater. The additional analysis maybe as simple as calculations <br />completed by the Public Works Department prior to a pre -application meeting on a specific <br />development proposal. The additional analysis must determine how the proposal's water demand <br />will affect the entire water supply and distribution system. Projects with no additional major <br />improvements needed and no adverse cumulative impacts on the water supply and distribution <br />system are covered by this analysis. <br />t�s <br />