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Rainwater Management - No discharge at all or No immediate discharge?
NC-v4 SSc4:Rainwater managementposted by Junru Shen on
Hi All,
Rainwater management for large industrial site
NC-v4 SSc4:Rainwater managementposted by Erin Holdenried on
Hello - We have a large industrial site that is using a pond to manage about 25% of the rainwater and a vegetated channel to manage about 75% of the rainwater. I believe the vegetated channel
Applicability of Rainwater Management Credit – Direct Discharge to Natural Stream
NC-v4 SSc4:Rainwater managementposted by Ahmed Alyousef on
We are seeking clarification on the applicability of the Rainwater Management credit based on our current stormwater strategy.
Is this runoff volume calculation correct?
NC-v4 SSc4:Rainwater managementposted by SOYOUNG CHO on
Hello everyone,
Detaining the rainwater runoff -an accepted solution?
NC-v4 SSc4:Rainwater managementposted by Florian Schmidtchen on
Dear all, In our project we are planning to follow option 1 path 2.
Maps from the Stone Age Don't Exist?
NC-v4 SSc4:Rainwater managementposted by Hannah Fleck on
I am trying to track down historical information to meet the compliance for the pre-development pathway but am coming up short for finding land cover and contour maps predevelopment.
Rainwater management
NC-v4 SSc4:Rainwater managementposted by Ahmed Hamed on
how to Calculate runoff volume to be managed on site giving rainfall data?
Runoff calculation - typical values for infiltration loss
NC-v4 SSc4:Rainwater managementposted by G.J. Teunissen on
Hi,
What are the standard values for the infiltration losses in the equation below for rainwater management credit? eg: previous pavements and vegetated roof.
Rainwater Management
NC-v4 SSc4:Rainwater managementposted by Ribert Senzoga on
I am evaluating the Rainwater Management of a warehouse project where the water table is very high and we don't have enough depth to make a water basin.