2631 WALNUT ST JACKSONS 2025-07-28

• 1.0 ANALYSIS OF THE MINIMUM REQUIREMENTS Pursuant to Figure 2.1, Flow Chart for Determining Requirements for New Development and Redevelopment, and Figure 2.2, Flow Chart for Determining Additional Requirements for Redevelopment, the following responses to each minimum requirement (with applicable exceptions based on City of Everett Public Works Policy No. 2-11)are as follows: Minimum Requirement No. 1 — Stormwater Site Plan Preparation: This document hereby meets the requirements for preparation of a Stormwater Site Plan and, therefore, this Minimum Requirement is fulfilled. Minimum Requirement No. 2-Construction Stormwater Pollution Prevention: Please see ' Section 6.0 of the Stormwater Site Plan for the Construction Stormwater Pollution Prevention Plan. ' Minimum Requirement No. 3 — Pollution Source Control: The under canopy fuel station is isolated and drains to an oiVwater separator vault with an emergency gate valve in the event of a gas spill. There are emergency shut-off valves located in the convenience store building and around the site. The trash enclosure is covered and contains a drain that is connected directly to ' the sanitary sewer. The Jacksons staff will have to be educated by the owner about Source Control BMPs to address this Minimum Requirement. Minimum Requirement No. 4 — Natural Drainage Systems and Outfalls Preservation: This site will discharge to the same downstream drainage course as it does under existing conditions, which is to the public combined storm sewer conveyance system located in the adjacent alley to the north of the site. The project will maintain the existing catch basin located at the southeast corner of the site as the discharge location. Minimum Requirement No. 5 — On-Site Stormwater Management: The geotechnical report prepared for this project included in Section 7.0 of the Stormwater Site Plan indicated that the on-site soils were not conducive for infiltration. Minimum Requirement No. 6 — Runoff Treatment: This project falls within a combined storm ' sewer system service area. Therefore water quality is not required for this project based on the current City stormwater requirements. Minimum Requirement No. 7— Flow Control: This project falls within a combined storm sewer system service area. Flow control for this project is required for the entire site such that the pre- developed existing conditions are matched to the developed condition to determine a release rate for the project. This project does not increase the amount of impervious area in the developed ' condition compared to its existing condition. Therefore,detention is not required. Minimum Requirement No. 8 — Wetland Protection: There are no wetlands located on this ' site;therefore,this requirement does not apply. Minimum Requirement No. 9— Operations and Maintenance: Please refer to Section 9.0 for the Operations and Maintenance Manual prepared for this development. 1 1 ' 16580.007.doc