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21. The project must comply with Minimum Requirements 1-5 of the City's current stormwater management <br />standards, with a particular emphasis on Minimum Requirement #5 for on -site stormwater management. <br />Wherever feasible, the project's landscaping should be designed to receive and absorb stormwater runoff <br />from the project in order to reduce the hydrologic disruption of the developed site. <br />22. If the project will result in 5,000 square feet or more of new plus replaced pollutant generating <br />impervious surface (e.g., drive aisles and parking areas), treatment of the stormwater runoff from the area <br />shall be provided in accordance with City stormwater treatment standards (MR #6). <br />23. If the project will create 5,000 square feet or more of net new impervious surface, detention of <br />stormwater runoff will be required in accordance with City flow control standards (MR #7). <br />24. The City will be adopting new stormwater regulations this year to become effective on 1/l/2017. <br />Therefore, the applicant should be aware of the following language from the City's municipal code as it <br />refers to vested rights: <br />EMC 15.28.030 Time lag in applying for building permits. <br />There may be a time lag between the issuance of a SEPA determination and a building or construction <br />permit application. Development regulations could be revised or adopted during this time. Where <br />conditions identified in the DNS are based on adopted development regulations, the proposal is required <br />to comply with the development regulations in effect at the time a complete building or construction <br />permit application (or other application which by law vests development requirements) is filed. (Ord. <br />2530-01, Ch. 7(C), 2001). <br />25. As-builts of storm sewer, sanitary sewer, and water systems will be required to be submitted per City <br />Design and Construction Standards and Specifications for Development. <br />26. A grease interceptor is required and all required plans for new construction food services shall be <br />provided for formal plan review with building permit application. Prior to construction, the applicant <br />shall for plan review and approval the following items: kitchen fixture plan views and kitchen waste <br />plans showing all potential grease discharging lines, all GRSs, and connecting piping, an equipment <br />schedule for the kitchen floor plan that distinguishes fixtures served by the grease removal system (all <br />kitchen drains including floor drains), a drainage waste plan and the proposed grease removal system <br />showing sizing calculations per UPC (i.e. DFU counts), GI location and installation detail. Sizing of the <br />grease interceptor is per Chapter 10 of the current UPC. Site plumbing plans should clarify if the <br />dumpster pad has a drain or dead end sump; if a drain, it must go to sewer via the GRS. <br />Fire Department Comments — Jim Venturo — 425.257.8124 <br />1. Access - O.K. as shown on the site plan reviewed. <br />2. A Knox Box is required for access to the fire alarm panel. Order Model #3270. Go to <br />www.everettfire.org for ordering information. <br />3. Fire Lane Marking (per field evaluation from the Fire Marshal's Office - Fire apparatus access roads <br />shall be marked whenever necessary to maintain the unobstructed minimum required width of <br />roadways. Fire lanes shall be marked as follows: <br />a. Curbs shall be identified by red traffic paint with a 6-inch wide stripe on the top and front, <br />extending the length of the designated fire lane. <br />5 <br />Final MD4 S #16-005 <br />