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Gravel Coeffecients

EBOM-2009 SSc6:Stormwater Quantity Control
posted 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.

1
Fri Sep 2, 2011, 3:13 am

Doubt

EBOM-2009 SSc6:Stormwater Quantity Control
posted by  Hugo Pereira  on 

Hello there. My team and I are certifying a building in Brazilia, Brazil.

1
Wed Jun 24, 2015, 7:35 pm

Fish as biological control

EBOM-2009 SSc6:Stormwater Quantity Control
posted by  SIG - Sustainability Main Account  on 
At an office park, the stormwater management control is a large retention pond that is managed by an aquatic service vendor. They provide inspection logs for the LEED documentation.
1
Thu Dec 8, 2011, 5:10 pm

Design Storm Interval

posted by  Simon Sue  on 
1
Tue Sep 21, 2010, 5:07 pm

Off site water storage

EBOM-2009 SSc6:Stormwater Quantity Control
posted 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.

1
Tue Feb 8, 2011, 4:58 am

Precipitation Intensity - NOAA Website

EBOM-2009 SSc6:Stormwater Quantity Control
posted 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.

1
Mon Dec 19, 2011, 11:14 pm

SS C6.1: Bio Retention Dead Storage Offset

EBOM-2009 SSc6:Stormwater Quantity Control
posted 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

1
Fri Mar 17, 2017, 4:30 pm

Inspections

posted by  Jordan Friedberg  on 
1
Tue Jul 13, 2010, 2:14 am

About the "You may get dirty" factor in SSc6

EBOM-2009 SSc6:Stormwater Quantity Control
posted 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.

1
Thu Feb 21, 2013, 2:43 am

minimum drawdown rate

EBOM-2009 SSc6:Stormwater Quantity Control
posted 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

2
Regional Stormwater Leader
Arcadis North America
LEEDuser Expert
144 thumbs up
Mon Mar 14, 2016, 8:29 pm