Thanks for all the input. I'm located in Nevada, with a very arid climate and see little rainfall. We are typically required to design our conveyance systems for a 5-year event and onsite retention for a 25-year event. I typically design my pipe systems to flow as near to half full as...
Can anyone give me a reason to not allow catch basin to catch basin flow in a storm drain system? Our county code and surrounding areas do not allow it, however, no one can give me a reason why.
I want to pipe from catch basin to catch basin to a retention pond,from a street along a property...