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P: avarage rainfall event
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by ESRA OZKONUKSEVER on
Hi everyone, I got a question about the calculataion of Volume of captured run off; In the formula,(V= P.A.R/12) P value is taken according to the location of project ; humid ,semi arid and arid.w
Eligible for Exemplary Performance Credit?
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Owen Hyne on
We anticipate meeting/exceeding requirements for SSc6.1 "Quantity Control", but not SSc6.2 "Quality Control".
Natural System Instead of Public Sewer.
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by JOSE R. TAGLE on
Hi everyone! We are working on previously undeveloped land project, which apply for case 1 “site with existing imperviousness 50% or less”.
100% On site Infiltration
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Rodrigo Tonda on
Hello, we are working on a previously developed site with existing imperviousness less than 50% (Option 1, case 1).
Green roof deck
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by mariela garate on
Hi, We are willing to use an innovative type of green roof that's based on compacted plastic waste board and textile (1,3cms thickness + textile). This substrate replaces the need of soil.
SSc6.1 Design Storm Interval
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Curtis Dorosh on
Hi, I have noticed this question 2 times in the comments, but, I don't see an answer.
Is it possible to get post development run off in negative?
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by B MS on
Our project is located in Kathmandu, Nepal and I have a few questions regarding the following points. 1.
Volume Captured on the Stormwater Mgmt Calculator
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Kimberlee Dobbins on
Going from LEED-EB 2.0 SS credit 5.1 to LEED 2009, O&M, what is the number for "Volume Captured"?