Design of an approximately 6,000-foot-long stormwater separation berm/levee and a stormwater conveyance channel to separate offsite (non-contact) stormwater from onsite (contact) stormwater.
Project Highlights:
100-year flood event hydrologic analysis
Design alternative safety & cost analyses
Channel and levee design using AutoCAD Civil 3D
HEC-HMS Hydrologic modeling
HEC-RAS 2-D hydraulic modeling
Section 401 & 404 permit compliance
