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The C-Factor was exactly what I was looking for. I was looking for a factor that accounted for some amount of retention on site, but couldn't and so assumed that the 25-year values were the runoff to design for - Nope! Found a state design guide with recommended C-Factors and additional scalars...

Hi all, I'm with a small company and we've recently started taking on jobs for residentail, below-grade pool installations in Florida. We're getting a lot of comments back on our first few submissions related to Stormwater/Runoff Management and I'm struggling to understand what they want, find...