Forum discussion
NC-2009 SSc6.1: Stormwater Design—Quantity Control
We are having a hard time determining how to calculate the flow quantities for our site when it has been designed so all of the run off is captured and conveyed to on-site retention ponds. Is this a case where we can say that 100% of the runoff is infiltrated on-site?
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Michael DeVuono
Regional Stormwater LeaderArcadis North America
LEEDuser Expert
186 thumbs up
February 18, 2016 - 3:26 pm
Pre or post?