bencraddock
Structural
- May 5, 2003
- 14
I have a similar situation as the above-referenced thread (a FEMA Zone A floodplain shows up on a stormwater swale through a farmer's field with a relatively small upstream drainage area). We want to develop the property and simply pipe the flow through it. Does anyone know why FEMA would include a stormwater swale in a floodplain? There are no tailwater issues as far as I know.
Would there be an easier, more "common sense" way to get the floodplain revised given the situation other than the usual LOMR process??? Even if I do a detailed analysis and show what the 100 year flows and BFE would be in the swale, I would argue that it would not belong on a FEMA FIRM map since it's only a stormwater swale. Any thoughts?
Would there be an easier, more "common sense" way to get the floodplain revised given the situation other than the usual LOMR process??? Even if I do a detailed analysis and show what the 100 year flows and BFE would be in the swale, I would argue that it would not belong on a FEMA FIRM map since it's only a stormwater swale. Any thoughts?