Forum discussion
NC-2009 SSc6.1: Stormwater Design—Quantity Control
site is on the river. I assume this doesn't change anything, but civil engineer asked I check to see if LEED has exceptions for this. I guess the thought was that it might be strange to retain stormwater on site so it can be slowly released - essentially right back on site (property line is technically in the river)
thoughts?
LEEDuser is supported by our premium members, not by advertisers.
Go premium forTo post a comment, you need to register for a LEEDuser Basic membership (free) or login to your existing profile.
Why do the requirements focus on 1-year and 2-year, 24-hour storms?
How can green roofs count as a stormwater control measure?
I have 100-year data—how do I convert to 2-year?
Are there special considerations for international projects?
What performance threshold do I need to achieve for an Exemplary Performance point?
Michael DeVuono
Regional Stormwater LeaderArcadis North America
LEEDuser Expert
187 thumbs up
September 19, 2014 - 9:36 am
There are several discussions on direct discharge districts below. But essentially, there is no exception for this credit. You either meet the rate/volume reductions or you do not.
Carrie Laurendine
ArchitectChenevert Architects
27 thumbs up
September 19, 2014 - 9:48 am
thanks Michael. I did read below but I guess I must have not understood.
Suppose we pursued the stream/channel protection option? All water from the site that isn't absorbed into ground will be cleaned by Snoit filters, then directed to a outlet pipe in the bulkhead, where it will dump into river (which Houston is fine with stormwater into river). Since the only "stream"/waters edge is the actual river - would a steel bulkhead be considered erosion control? I mean, there certainly will not be any erosion.
again, sorry if these are answered below just not real clear to me
thanks very much...