In my region, the DP requires that the major storm system be designed to convey runoff from the 1:100yr event (and minor system to convey the 1:5yr event).

Dear community, We certify a project that will have two extensions in the future. Because of this we cannot earn crédits SSc5.1 and SSc5.2 as per the MPR.

Can we obtain this credit for a site that already has natural drainage systems surrounding it, i.e. outside the site boundary? The water that falls on the site is taken care of in a natural way.

We have a tall office building that has a cistern for rainwater harvesting. I have two related questions: 1.

Hello, We have a project in Sri Lanka where we try to attempt this credit via percentile rainfall event option. However we find difficulty of getting continuous 30 year rainfall data.

My project is using Option 1: Design stroms,Case 2 :Site with existing imperviousness mote than 50% LEED online template V 5.0 Table 6.1-3 Site runoff: Two year,24 hour Design storm quantity is r

Hi all, We have a new construction project that is to build 30 ha factory, however the owner decided only to pursue LEED certification for the office building site, a small portion of the factory

Hi, We are trying to pursue both storm water quality control and quantity control credits.

Hello, I was wondering if someone could clarify how is the Rainfall Event Interval required to calculate the minimum drawdownrate for a tank calculated. Is this something we need to calculate?

Hej, We got feedback from our design submittal with the following technical advice: “Rainfall intensity is normally dependent on the time of concentration.