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EBOM-2009 SSc6: Stormwater Quantity Control
posted by Brian Dougherty on Mar 15, 2014, 4:56 pm

I am working to get the...

Last reply: Trista Brown, Dec 11, 2014, 12:46 pm

Rain fall event interval

EBOM-2009 SSc6: Stormwater Quantity Control
posted by RASHID HAMEEN on Mar 24, 2010, 7:53 am

In the calculation section of the guide it says that we need to have the rainfall event interval to calculate the minimum drawdown rate.To what is this event interval refers to? is it the maximum...

Last reply: Noriko Nagazumi, Nov 21, 2014, 4:33 am

Rainwater re-use

EBOM-2009 SSc6: Stormwater Quantity Control
posted by ethan adams on Apr 11, 2014, 8:22 am

We plan to use storage tanks for rainwater collection, then re-use the water in our cooling tower and possibly toilets. Do i need to meter the outflow to the tower, or is it even necessary to...

Last reply: Michael DeVuono, Apr 16, 2014, 7:51 am

Solar PV Field

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Jason Cocek on Dec 3, 2013, 10:32 am

Does anyone know how a field covered with solar panels would factor into the stormwater calculation? My though is that rainwater would run off of the pv arrays onto the ground and might have a...

Last reply: Michael DeVuono, Dec 3, 2013, 11:22 am

Stormwater Inspection Checklist- Clarity/Support Needed

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Michelle Bracewell-Musson on May 15, 2013, 2:16 pm

I am wondering if we can leave the sections below blank on the Stormwater Inspection Checklist due to only having large open turf/landscape areas and no retention ponds (we have ponds, but these...

Last reply: Michael DeVuono, May 16, 2013, 8:11 am

About the "You may get dirty" factor in SSc6

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Jun MA on Feb 20, 2013, 9:28 pm

I've been reading the EB&OM stress test, and felt confused about the "You may get dirty" factor in SSc6. Does it mean if I achieve this credit, it will have a negative environmental impact on...

Last reply: Tristan Roberts, Feb 20, 2013, 9:43 pm

Minimum drawdown rate calculation

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Meryl Corsun on Jul 18, 2012, 4:37 pm

I am trying to verify that the cisterns on site release stormwater quickly enough to capture 2-year 24-hour design storm events by calculating the minimum drawdown rate. However, I cannot figure...

Last reply: Michael DeVuono, Nov 23, 2012, 4:11 pm

Equation 3 Help

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Sam Watters on Jul 3, 2012, 5:10 pm

I see that equation 3 in the reference manual performs the calculation for Q, the peak runoff rate, but I do not see how this value is used to calculate the amount of water retained on site....

Last reply: Michael DeVuono, Oct 8, 2012, 10:59 pm

Coefficient for pervious and gid pavers?

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Nell Boyle on Oct 4, 2010, 2:18 pm

I am not seeing a default coefficient for pervious concrete or grid pavers. Can you use half of the default for pavers?

Last reply: Amy Rider, May 29, 2012, 12:53 pm

Unsure if LEED form is behaving correctly

EBOM-2009 SSc6: Stormwater Quantity Control
posted by Johanna Ofner on May 4, 2012, 5:13 pm

My project is pursuing Option 1, stormwater assessment report, of the Full documentation option of the O&M submittal path (what a mouthful!) of SSc6.
The site was designed to infiltrate...

Last reply: Emily Catacchio, May 8, 2012, 7:27 pm