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Wed Mar 16, 2016, 3:30 pm

case 1 option 2 - "critical values"

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Carrie Laurendine  on 

page 95 of the LEED manual (description of case 1 - option 2) states that post development runoff rate and quantity must be below "critical values" for the relevant receiving waterways.

1
Thu Oct 16, 2014, 2:56 pm

Runoff volumes

posted by  Gregory Hurst  on 
1
Fri Oct 11, 2013, 8:25 am

Blue Roof

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Jamison Hill  on 

As part of NYC's blue roof requirement, roofs must provide 24 hour detention detention for the 2-yr design storm and an equivalent peak runoff rate equal to a curve # of approx 50 for projects disc

1
Thu Jan 23, 2014, 10:40 pm

Multiple Drainage Patterns

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Joseph Blanco  on 

Can you tell me how to calculate for multiple draingage sites, i have Three on this particular project. The TC is based on the length and travel and the slope towards the discharge point .

1
Tue Feb 8, 2011, 7:37 pm

2-year 24-hour Design Storm in Indonesia

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Ivan Priatman  on 

Hi, I'm currently doing a project in Indonesia and having trouble to find the 2-year 24-hour design storm data.

1
Wed Jan 30, 2013, 12:12 pm

Low Impact Development and green infrastructure strategies

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Alicia Freire  on 

Hello When following the ACP, the LEED manual states that attenuation must be undertaken through Low Impact Development (LID) and green infrastructure strategies.

1
Tue Jul 16, 2013, 4:12 pm

The data I have to work with

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Kash Boodjeh  on 

The data I have to work with for filling this credit out are pre- and post-development calculations for a 100 year storm with a duration of 1 hour.

1
Thu Aug 11, 2011, 5:20 pm

Cistern volume

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Lucie Cervena  on 

Could you please give me an advice regarding question 1?

1
Thu Mar 21, 2013, 11:36 am

Gravel Roads as BMPs

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Paula Hernandez  on 

Hi Everyone, A project I'm working on is factory on a rural setting. All roads and parking lots are gravel. Does this account as pervious paving?

1
Mon Oct 14, 2013, 12:51 pm