Forum discussion
EBOM-2009 SSc6: Stormwater Quantity Control
I'm unclear as to how we show a reduction in stormwater runoff. I see how we calculate the current runoff by figuring the area type and using the formula given, but what does that get compared to?
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Where do I find information about the 2-year 24-hour storm for my location?
What is the best way to determine the slope of vegetated areas?
What value should we use for the runoff coefficient for our pervious paving?
What is the runoff coefficient for water bodies like pools and ponds onsite?
Tristan Roberts
RepresentativeVermont House of Representatives
LEEDuser Expert
11477 thumbs up
September 1, 2011 - 11:19 pm
Emily, you need to find opportunities for onsite stormwater mitigation—giving you a plan to compare your preexistingh runoff to.