I am trying to determine the pre- and post-development runoff volume for the 25-year, 6-hour storm (per City requirements). Note, this is a very small project - they are proposing to add 2,067 sf of concrete and 2,624 sf decomposed granite to a 13,685 sf area (existing lawn).
The City...
I am trying to determine the pre- and post-development runoff volume for the 25-year, 6-hour storm (per City requirements). I've brushed up on the various methods and would like to use the Graphical Peak Discharge Method. Where I get confused (and maybe I've selected the wrong method) is the...