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2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29
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2600 FEDERAL AVE 2021 PORT OF EVERETT 2025-09-29
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Last modified
9/29/2025 11:38:10 AM
Creation date
9/5/2025 12:01:45 PM
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Address Document
Street Name
FEDERAL AVE
Street Number
2600
Tenant Name
PORT OF EVERETT
Year
2021
Imported From Microfiche
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Applicant's Performance Claim: <br /> The combined data from the two field sites reported in the TER(Heritage Marketplace <br /> and Lake Stevens) indicate that the performance of a StormFilter system configured for <br /> inline bypass with ZPGTM media and a hydraulic loading rate of 1 gpm/ft2 of media <br /> surface area meets Ecology performance goals for Basic Treatment. <br /> Ecology's Recommendations: <br /> Based on the weight of the evidence and using its best professional judgment, Ecology <br /> finds that: <br /> • StormFilter, using ZPGTM media and operating at a hydraulic loading rate of no more <br /> than 1 gpm/ft2 of media surface area, is expected to provide effective stormwater <br /> treatment achieving Ecology's Basic Treatment (TSS removal)performance goals. <br /> Contech demonstrated this is through field and laboratory testing performed in <br /> accordance with the approved protocol. StormFilter is deemed satisfactory with <br /> respect to factors other than treatment performance (e.g., maintenance; see the <br /> protocol's Appendix B for complete list). <br /> Findings of Fact: <br /> • Influent TSS concentrations and particle size distributions were generally within the <br /> range of what Ecology considers "typical" for western Washington (silt-to-silt loam). <br /> • Contech sampled thirty-two (32) storm events at two sites for storms from April 2003 <br /> to March 2004, of which Contech deemed twenty-two (22) as "qualified" and were <br /> therefore included in the data analysis set. <br /> • Statistical analysis of these 22 storm events verifies the data set's adequacy. <br /> • Analyzing all 22 qualifying events, the average influent and effluent concentrations <br /> and aggregate pollutant load reduction are 114 mg/L, 25 mg/L, and 82%, <br /> respectively. <br /> • Analyzing all 22 qualifying events based on the estimated average flow rate during <br /> the event(versus the measured peak flow rate), and more heavily weighting those <br /> events near the design rate (versus events either far above or well below the design <br /> rate) does not significantly affect the reported results. <br /> • For the 7 qualifying events with influent TSS concentrations greater than 100 mg/L, <br /> the average influent and effluent concentrations and aggregate pollutant load <br /> reduction are 241 mg/L, 34 mg/L, and 89%, respectively. If we exclude the 2 of 7 <br /> events that exceed the maximum 300 mg/L specified in Ecology's guidelines, the <br /> average influent and effluent concentrations and aggregate pollutant load reduction <br /> are 158 mg/L, 35 mg/L, and 78%, respectively. <br /> • For the 15 qualifying events with influent TSS concentrations less than 100 mg/L, the <br /> average influent and effluent concentrations and aggregate pollutant load reduction <br /> are 55 mg/L, 20 mg/L, and 61%, respectively. If the 6 of 15 events that fall below the <br /> minimum 33 mg/L TSS specified in Ecology's guidelines are excluded, the average <br /> CONTECH-StormFilter®GULD Maintenance Update(November 2012) Page 16 <br />
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