6300 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import

i � � � � i- 4. Shared access is required with the adjacent property of Cintas. If an agreement cannot � be reached with Cin[as to share their driveway, then the proponent's driveway must be at least 125 feet to the east of Cintas' driveway. � 5. Walkways must be provided from all three buildings to the public sidewalks. 6. Any gradine�fill on this site shall be done so as to not impact the surroundiug ' propecties. 7. City Strcets 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. I 8. Perniiu must be obtained for all fill removed from d�e site and placed within the City limits. 9. This project must comply with the cuiYent City of Everett Building Code and Sprinkler Ordinance. 10. Special charges for connection to the sewer and water systems in accordance with Ordinance 1998-94 and subsequent revisions are applicable. These charges are based Ion projected water usage and can be substantial. The 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. I L 1. Lack of comment on the plans submitted with the application does not constitute approval of these plans. I 12. The regional detention pond located northeast of this site, on the east fork of Powder Mill Creek, was sized to receive runoff this site. On-site detention will not be required for storniwater runoff conveyed to this pond. However, treatment of stormwater runoff, in accordance with current City standards, will be required for pavement runoff routed to the regional detention pond. l3. Previous approvals ior this project site called for routing a small tlow of water into the native growth areas at the rear of the site to provide a water supply for wildfife in die arca draining west to the main branch of Powder Mill. Instead of routing a surface tlow of water to the nativc growth areas, infiltration should be used to mimic natural � hydrological conditions. InGltration basins and/or roofrop runoff infiltration systems, I designed and constructed in accordance with City standards, shouid be used to mfiltrate a quantity of pavement and/or rooftop runoff that mimics the amount of precipitation thlt namrally infiltrates on the project site. � � 14. If infiltration proves infeasible, and a surface discharge is chosen to fulfill previous SGPA rcquirements, thc quantity of flow and discharge location(s) must be chosen to � ensure that erosion of namral arcas �vill not occur between the discharge point and il�r. � main branch of P�• der Mill. Appropriate downstream analysis will be reyuired to demonstrate that this reyuirement is being met. I I5. Trea�ment of stormwaiter runoff from paved areas must occur, per City standards, prior to disch:irge of the stonnwater from the site or to a stream or wedand. Stormwater I ��