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Certifying the Performance of Manufactured Stormwater Treatment Devices: A Review of the TAPE Process and Testing Centers
Certifying the Performance of Manufactured Stormwater Treatment - - PowerPoint PPT Presentation
Certifying the Performance of Manufactured Stormwater Treatment Devices: A Review of the TAPE Process and Testing Centers 1 Dylan Ahearn, PhD TAPE expert for 10+ years Had a hand in >90% of TAPE approvals Helped draft the 2011
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Certifying the Performance of Manufactured Stormwater Treatment Devices: A Review of the TAPE Process and Testing Centers
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TAPE approvals
and 2018 TAPE protocols
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which BMPs can be used
for specific pollutants
grandfathered in
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Emer erging T g Technology
in 2002
protocol in the nation
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Jurisdictions t that recogn gnize T e TAPE
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Cer erti tifi ficati tions
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Certif ification ion C Categorie ies
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throughout Washington State and the City of Portland, OR
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Receive P/CULD
BER Review
Find Potential Field Site Evaluate Site
Finalize Site
Prepare QAPP Submit App. BER Review
QAPP Approved
Field Evaluation
Prepare TER
Receive GULD
BER Review
~ 3 years
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the TAPE program, at various stages:
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the country
Testing and Evaluation for Products and Practices (STEPP)
Nationally recognized testing protocol
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What D t Does es T TAPE M E Monitoring L Look Like ke?
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composite samples
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Rigo gorous A Accep eptance Crite teria
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Rigo gorous A Accep eptance Crite teria
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Parameter eters
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MP8 IN
y = 3E-05x - 0.0223 R2 = 0.7929 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000
Influent volume (cf) Storm Depth (in)
Q Tim Time
Storm volume = 1300 cf Pacing = 100 cf Samples = 13 Coverage = 100 %
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Basic T Treatme ment
Enhanc nced T d Treatment
Phospho phorus us T Treatment
Oil T Trea eatment
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get approved at your desired design flow rate
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Labor a and Tech I Inten tensive
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2001
6 acre b e basi sin
7 acres i es imper pervi vious
es roadsi dside l e land ndsc scaping
80 gpm pm = = 6 6-month s h storm
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Parameter Units Influent TSS mg/L 73.1 TP ug/L 151 D Cu ug/L 15.2 D Zn ug/L 49.2 NO3 ug/L 373 PSD clay % 28 PSD silt % 35 PSD sand % 37 D50 uM 21
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Sediment flows both ways at diversion