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Option 2 Percentile Rainfall Event
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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?
Concerning Underground Basements
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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-year-24-hour data in the UK
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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.
Example 2 in ref guide
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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.
Captured and Conveyed to on-site retention areas
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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.
Case 2 Site with little decrease in Impervious Ratios
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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.
Computer-based software: Estimating SW runoff rates and volumes.
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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
Case 1 Option 2 Excessive stormwater runoff
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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?
P: avarage rainfall event
NC-2009 SSc6.1:Stormwater Design—Quantity Controlposted 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