Forum quick links
Municipality Managed System
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Chen Shalita on
Hello, For our project we are interested in checking the feasibility of control measures outside the LEED project boundary. The municipality where the project is located has a stormwater managem
Reduced Runoff/Rate of Runoff for existing site
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by R.L. Bowen on
Our premilimary review comments for V2009 noted that "Reduction in quantity (SSc6.1) will require stormwater to be infiltrates or re-used onsite.
Stormwater harvesting for car washing
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Margarita Zaritskaya on
Hi all,
SS 6.1 Case 2 options?
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Karen Joslin on
Has anyone been successful applying the impounding/receiving stream protection approach for a previously >50% impervious site?
Stormwater Management
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Divantha Ekanayake on
The project I’m referring to is a LEED 2009 New Construction project, and has already been sent for the design review and received back with review comments.
No file uploads?
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Carly Ruggieri on
A recently registered project of mine has the most updated version (5.0) of the credit forms for SSc6.1.
Eligibility for case 1 option 2
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by tomaz kipnis on
Hi, The requirements for Option 2 (case 1) of this credit refer to the protection of receiving stream channels.
Storm Interval and Drawdown
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted by Leandro Silva on
Thank you for all of the information provided on this forum. I am confident in all of our calculations up to the Storm Interval and Drawdown calculations.
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”.