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Option 2 Percentile Rainfall Event

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Jason Cocek  on 

I am trying to document a project under option 2 for this credit for a zero lot line project. Does anyone know what objective data compliance for this option is based on?

1
Fri Jan 17, 2014, 5:35 pm

Concerning Underground Basements

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Omar Elrawy  on 

Dear all, My project is two underground basement parking floors, that are built on the total land area, while the above-grade floors are built on 30% of the total land area. Should I

1
Wed Nov 11, 2015, 8:56 pm
1
Fri Jan 21, 2011, 9:47 pm

1-year-24-hour data in the UK

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

Hello I am working on a project in the UK and we are struggling to get the 1 year 24 hours rainfall.

1
Sun Nov 3, 2013, 4:03 am

Example 2 in ref guide

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Adrienn Gelesz  on 

Hi, there has been some previous discussion in this topic, but no definite answer has been given. Example 2 in the ref. guide uses 1" storm, referring to it as 90% of the average rainfall event.

1
Wed Jun 4, 2014, 5:03 pm

Captured and Conveyed to on-site retention areas

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Bridget Brock  on 

We are having a hard time determining how to calculate the flow quantities for our site when it has been designed so all of the run off is captured and conveyed to on-site retention ponds.

1
Thu Feb 18, 2016, 8:26 pm

Case 2 Site with little decrease in Impervious Ratios

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  ryan mclean  on 

I am in the processing of accessing the feasibility of attaining this credit with a site that is currently 88% impervious and the proposed site is roughly 81% impervious.

1
Fri Jul 29, 2011, 2:44 pm

Computer-based software: Estimating SW runoff rates and volumes.

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  Nadia Ayala  on 

Hi everyone, While studying the GBD+C Guide, I noticed that under the Calculations section, says: "various methods and computer-based software programs are available to estimate stormwater runoff r

1
Mon Mar 11, 2013, 11:44 am

Case 1 Option 2 Excessive stormwater runoff

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  John Covello  on 

Hello, We are pursing Option 2 for this project. Our stream channel protection will handle a 10 year storm event. How does the credit handle excessive storms, 50 or 100 year events?

1
Mon Oct 14, 2013, 12:59 pm

P: avarage rainfall event

NC-2009 SSc6.1:Stormwater Design—Quantity Control
posted by  ESRA OZKONUKSEVER  on 

Hi everyone, I got a question about the calculataion of Volume of captured run off; In the formula,(V= P.A.R/12) P value is taken according to the location of project ; humid ,semi arid and arid.w

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