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e. The contingency portion of the plan would address actions to be taken should the filter <br />fail to consistently treat the stormwater treatment design flow. Possible actions may <br />include reconfiguring the compost filter bed in accordance with the most recent <br />research results or removing the compost filter and utilizing the space to provide a <br />typical wetpond vegetated cell. <br />f. The compost filter bed shall be allowed t o replace the vegetated cell component of a <br />ult or open water cell <br />meeting ng City standards haond designed per City standards. However, a a <br />shall be required upstream of the compost filter bed. <br />g. The type of compost stormwater filter provided shall be the open -unit type, as <br />opposed to a drop -in unit. <br />h. The design storm for both the compost stormwater filter and the open water cell/wet <br />vault shall be the 6 month, 24-hour storm. In designing the compost stormwater filter, <br />a conservative capacity observed in similar field installations, shall be usdraulic capacity, chosen to reflect the see of reduction of hydraulic <br />used. <br />17. Coverage under the General Baseline Stormwater Permit is required for construction sites <br />greater than five acres. <br />18. Parking must be per City Zoning Code and City Design and Construction Standards and <br />Specifications. Since the proposed project will be developed with multiple facilities, the <br />following minimum parking standards shall apply: <br />a. For the proposed 24,300 square foot repair facility, a minimum of 81 parking stalls is <br />required. <br />b. For the proposed 22,950 square foot office facility, a minimum of 57 parking stalls is <br />required. <br />c. For the proposed 24,600 square foot storage facility, a minimum of 25 parking stalls is <br />required. <br />19. Heating/venting/air conditioning/elevator equipment put on the roof, on the facade, or <br />external to the budding on the ground shall be architecturally screened by designing the <br />equipment into the budding site design so as not to be visible from adjacent properties or <br />public streets. <br />20. The City of Everett has classified the proposed project site as environmentally sensitive <br />based upon the presence of Merrill and Ring Creek (Stream Category III). Per Section <br />37.140 of the Everett Municipal Code; Category III streams shall have a minimum buffer <br />of twenty-five (25) feet. <br />21. Merrill Ring Creek is located generally on the eastern boundary of the site adjacent to <br />Hardeson Road. This creek was previously disturbed by the gravel mining operation. A <br />creek relocation and restoration plan has been previously approved by the City. Final <br />landscape restoration of the creek condor will be required as part of this project. Prior to <br />the issuance of Public Works and Building permits for the proposed project, the applicant <br />must submit a detailed landscape/revegetation plan for the stream corridor to the City of <br />Everett Plannir:g Department for review and approval. <br />