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4817 RUCKER AVE 2024-12-09
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4817 RUCKER AVE 2024-12-09
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12/9/2024 8:51:03 AM
Creation date
10/30/2024 8:27:19 AM
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Address Document
Street Name
RUCKER AVE
Street Number
4817
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• Storm water discharges shall match developed discharge durations to existing site durations for <br /> the range of existing discharge rates from the 10-year peak flow through the full 100-year peak <br /> flow. (note that this requirement is different than what was modeled for this project) Update <br /> drainage calculation section for these thresholds. WWHM updated <br /> • Peak runoff rates from the developed site shall not exceed existing site runoff rates in the 25- <br /> year and 100-year return intervals. Not exceeded <br /> The existing condition to be matched shall be the site as it exists at the time of application. <br /> Calculations shall be performed using a continuous simulation modeling program approved by the <br /> Washington Department of Ecology for storm water facility design in Western Washington. Modeling <br /> shall be performed using a 5-minute timestep. (revise modeling calcs to match this requirement) <br /> WWHM revised to 5 minute timestep <br /> The Flow Control Performance Standard may be achieved through any combination of onsite <br /> stormwater management techniques,flow control BMPs and selective site design which can be <br /> demonstrated to achieve the standard. <br /> Modeling for Rock-Filled-Infiltration: <br /> Revise model to model for the requirements in the two bullets listed above. Revised <br /> Reiser height is listed as 5 feet but the rim of the structure is only 2.5 ft above invert. Revise. The riser <br /> height is correct.The SSD table can be opened to see that the return interval discharges match the <br /> heights modeled. Riser height is measured from facility bottom and is mostly theoretical to make the <br /> model work. A 5' riser height equates to a 5' stage above facility bottom, but we have 6' available, <br /> which means the stage has not reached the top of rock. <br /> Modeling for basins A& D: See my comments in previous email (attached). Revised to include the small <br /> amount of existing sidewalk <br /> Thanks, <br /> Amie Roshak, P.E. <br /> Associate Engineer I Public Works—Utilities Engineering <br /> P: 425.257.7249 1 F: 425.257.6735 13200 Cedar Street, Everett, WA 98201 <br /> everettwa.gov/pw I Facebook I Twitter <br /> Note:Emails and attachments sent to and from the City of Everett are public records and may be subject to <br /> disclosure pursuant to the Public Records Act. <br />
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