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Gravel Coeffecients
EBOM-2009 SSc6:Stormwater Quantity Controlposted by Steve Walker on
I have 3 parking lots which are comprised of gravel (chat)....what would the coefficient for this be? I believe it should be less than any kind of pavement but more than grass.
Doubt
EBOM-2009 SSc6:Stormwater Quantity Controlposted by Hugo Pereira on
Hello there. My team and I are certifying a building in Brazilia, Brazil.
Fish as biological control
EBOM-2009 SSc6:Stormwater Quantity Controlposted by SIG - Sustainability Main Account on
Off site water storage
EBOM-2009 SSc6:Stormwater Quantity Controlposted by Prudence Ferreira on
Our project site is a winery that directs stormwater to ponds which are later used for irrigation. The only thing is that the ponds are sometimes considerably distant from the LEED building.
Precipitation Intensity - NOAA Website
EBOM-2009 SSc6:Stormwater Quantity Controlposted by Randy Walsh on
Looking for Precipitation Intensity. New NOAA Site lets me select Precipitation Intensity and location and a site, but doesn't return any data.
SS C6.1: Bio Retention Dead Storage Offset
EBOM-2009 SSc6:Stormwater Quantity Controlposted by Robert Howell on
Past conversations have said that the volume stored in the soil mix and the dead storage above the soil mix (below the overflow) in bio-retention basins can be used to offset the runoff volume incr
About the "You may get dirty" factor in SSc6
EBOM-2009 SSc6:Stormwater Quantity Controlposted by Jun MA on
I've been reading the EB&OM stress test, and felt confused about the "You may get dirty" factor in SSc6.
minimum drawdown rate
EBOM-2009 SSc6:Stormwater Quantity Controlposted by ethan adams on
OK it seems like, from reading the questions and responses here, that there is absolutely no clear guidance on how to come up with the "rainfall interval event" in order to perform the drawdown cal