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Broadway Everett Expansion Storm Drainage Report <br /> November 16, 2022 <br /> 6. Runoff Treatment: <br /> The majority of the pollutant generating hard surfaces within the project disturbance boundary is <br /> existing and will be ground and overlaid. The pollutant generating surface that will be replaced is <br /> 1,373 SF and therefore does not trigger additional water quality requirements. <br /> Oil control is not required for the project. The proposed project is a self-storage facility and does <br /> not have more than 100 vehicles per 1,000 SF of gross building area, does not equal or exceed <br /> 300 trip ends per day, and the area is not subject to 25 or more vehicles that are over 10 tons <br /> gross weight. <br /> 7. Flow Control: <br /> The stormwater discharges of the redeveloped site must match the pre-developed discharges from <br /> 50% of the 2-year peak flow up to the 50-years peak flow, with the pre-developed condition being <br /> forested land cover. The existing wetvault on-site is to be used for flow control. We used the vault <br /> and flow control riser data from the as-built and construction documents from the original <br /> development to verify that the size of the wetvault's detention capacity meets current codes. We <br /> conducted a WWHM analysis for the proposed project and it was determined that the use of the <br /> vault satisfies the flow control requirement and requires no additional provisions. See Appendix B <br /> — Flow Control Basin Map, Appendix E—WWHM Report, and Appendix F—Wetvault As- <br /> Built. <br /> 8. Wetlands Protection: <br /> Stormwater on-site does not discharge to a wetland. No wetlands will be impacted by the proposed <br /> redevelopment. <br /> 9. Operation and Maintenance: <br /> See Operation and Maintenance Manual under separate cover. <br /> Page 4 <br />