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  1. scavey

    Upstream Ponds - How Would You Account for Those (If At All) Without Modeling Them?

    The project is a road extension that connects two neighborhoods together and crosses a stream (no FEMA floodplains). I did some preliminary hydro with GIS shown below. DA: 450 acres Weighted CN: 86 Tc: 180 min There is a 100 acre subdivision within the drainage area, and the subdivision looks...

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