Forum discussion
NC-2009 SSc6.2: Stormwater Design—Quality Control
If I understand correclty, we can use the table in the reference guide with several BMPs to determine the removal efficiency. In this table however there are 2 values : average TS removal % and Probalb Range of TSS removal which is a range. Which value do we work with. e.g. if we have a wet pond, do we use 60%?
LEEDuser is supported by our premium members, not by advertisers.
Go premium forTo post a comment, you need to register for a LEEDuser Basic membership (free) or login to your existing profile.
Why do the requirements focus on 1-year and 2-year, 24-hour storms?
How can green roofs count as a stormwater control measure?
I have 100-year data—how do I convert to 2-year?
Are there special considerations for international projects?
What performance threshold do I need to achieve for an Exemplary Performance point?
Amy Rider
Sustainability ManagerKEMA Services
161 thumbs up
March 29, 2011 - 4:42 pm
The average TSS removal efficiency (i.e. 60% for wet ponds) should be used unless you have a local resource to reference that lists a higher removal efficiency.