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8525 EVERGREEN WAY BURGER KING 2021-05-10
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8525 EVERGREEN WAY BURGER KING 2021-05-10
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Last modified
5/10/2021 11:25:55 AM
Creation date
5/4/2021 10:41:28 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
8525
Tenant Name
BURGER KING
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approach and document is consistently throughout the design and Drainage <br /> Report. <br /> Refer to the new drainage report by Insight Engineering dated November 1, 2018 <br /> Refer to page 4 for the BMP feasibility evaluation of List#2. <br /> o The BMP feasibility/infeasibility for List#2 documentation on Page 2 is missing <br /> the required explanation and documentation. Provide an explanation and <br /> documentation, including citation of site conditions identified in a soils report, for <br /> any determination that an on-site stormwater management BMP was considered <br /> infeasible for the site. <br /> Explanations for BMP infeasibility have been explained and cited. See page 4 and <br /> 5 of the drainage report. <br /> o State which BMPs were selected from the list. For Downspout Full Infiltration <br /> (BMP T5.10A), which appears to be selected even though that is not documented <br /> on this page, the design criteria in Volume III, Section 3.1.1 must be met and <br /> documentation must be provided. <br /> The new BMPs proposed have been documented with design criteria cited. <br /> Downspout full infiltration is no longer proposed. See new drainage report. <br /> o MR#3: Source Control of Pollution <br /> • The City's previous comment was not addressed. Review source control <br /> BMPs in the SWMMWW applicable to commercial sites and fast food <br /> restaurants and update the documentation to describe the operation and <br /> structural source control BMPs to be applied. <br /> Source control BMPs have been included in the new report to describe <br /> operation of the BMPs. See new drainage report. <br /> o MR#4: Preservation of Natural Drainage Systems and Outfalls <br /> • The City's previous comment was not addressed. <br /> • The Grading and Drainage Plan(Sheet 3) indicates that the proposed grading <br /> and bioretention underdrainage would modify the boundaries for Basin A and <br /> Basin B. Basin A would receive more runoff in the proposed condition as <br /> compared to the existing condition, and Basin B would receive less. <br /> See revised drainage report, basin maps are provided in a map set placed <br /> after page 18. <br /> • Document this proposed change in basin areas and the impacts of that <br /> proposed change in this section. <br /> See revised drainage report and basin maps. <br /> PO Box 1478 • Everett, WA 98206 • Phone: (425) 303-9363 <br /> Fax: (425) 303-9362 • Email:info@insightengineering.net <br />
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