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2235 LAKE HEIGHTS DR 2020-12-23
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2235 LAKE HEIGHTS DR 2020-12-23
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12/23/2020 11:17:36 AM
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12/23/2020 11:10:11 AM
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Address Document
Street Name
LAKE HEIGHTS DR
Street Number
2235
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Thad Newport <br /> May 6,2019 <br /> 21804s. a <br /> -age 2 of 6 <br /> City's NPDES Municipal Stormwater Permit. However, "recommended additional" BMPs <br /> are not required. Of particular importance on this site, considering the project's proximity <br /> to Silver Lake, are BMPs for Landscaping and LawnNegetation Management(S411). <br /> Response: Section 9.1.3—MR 3—Source Control of Pollution has been expanded <br /> to include applicable BMPs from Chapter 2 of Volume IV, including: good <br /> housekeeping, preventive maintenance, spill prevention and cleanup,applicable <br /> operational BMPs for landscaping,applicable operational BMPs for the use of <br /> pesticides, and applicable operational BMPs for vegetation management. Due to <br /> the nature of these BMPs,they are not shown on the plans. <br /> 4. MR #5—Onsite Stormwater Management: <br /> The Stormwater Site Plan for the project must clearly identify why each listed on-site <br /> stormwater management BMP (MR#5) is infeasible using the infeasibility criteria <br /> contained in the 2014 SWMMWW for each individual BMP. The presence of Alderwood <br /> Till soils (or other low permeability soils) is not, of itself, an infeasibility criteria because <br /> an infiltration rate of more than 0.3 inches per hour is considered a feasible infiltration <br /> rate for on-site stormwater management BMPS.The presence of perched groundwater <br /> may preclude the use of any of the infiltrating-type on-site stormwater management <br /> BMPs, but must be specifically checked and identified for each BMP against the specific <br /> BMP's infeasibility criteria. Compliance with BMP T5.13 is required and must be <br /> referenced in the report. <br /> Response: To address MR#5,the project utilizes post-construction soil quality <br /> and depth for lawn and landscaped areas, underdrained bioretention facilities for <br /> roof runoff(to the max extent feasible), and an underdrained bioretention facility <br /> for the other hard surfaces(new parking lot). Runoff from the new parking lot is <br /> treated by an underdrained bioretention facility.The City has agreed that this <br /> facility also addresses MR#5, bypassing permeable pavement. <br /> 5. MR #6—Runoff Treatment: <br /> Enhanced stormwater treatment is required for this project, which StormFilters do not <br /> provide. The City requires a GULD rating from Ecology for the level of stormwater <br /> treatment proposed with any proprietary device. Additional information can be found on <br /> Ecology's website at the following web address: <br /> https://ecologv.wa.00v/Regulations-Permits/Guidance-technical-assistance/Stormwater- <br /> permittee-quidance-resources/Emerging-stormwater-treatment-technologies <br /> The most current GULD approval from Ecology must be included in the Stormwater Site <br /> Plan if a proprietary device is used. This inclusion allows the City to go back and find out <br /> what Ecology's requirements were at the time of design if issues come up in the future. If <br /> the GULD requires the manufacturer to approve each device design or the project's site <br /> plan, the City will require a project-specific letter from the manufacturer which <br /> acknowledges their review and approval. <br /> Response: Per the Enhanced Treatment Menu in Chapter 3 of Volume V of the <br /> SMMWW,the project will utilize an underdrained bioretention facility for runoff <br />
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