Bulkheads, Seawalls, Breakwaters, Groins and Jetties:

Bulkheads, Seawalls, Breakwaters, Groins and Jetties: A. For erosion control, nonstructural methods must be used in preference to structural methods. Vegetation as a nonstructural method is preferred to structural methods of sloping (3:1) rip-rap, and rip-rap is preferred to vertical seawalls. Vertical face bulkheads may be used only in low energy areas such as canals, bayous, tidal rivers, protected ports and harbors. B. Structural methods may only be used when there is a reasonable probability of controlling erosion at the immediate site, and where the structure will not significantly increase erosion in nearby areas. C. Vertical face structures must be aligned no further waterward than the current OHWM and constructed so that reflective wave energy does not damage adjacent wetlands habitat. D. Vertical face structures intended to replace failed erosion control structures that are beyond repair shall not extend more than 24” waterward from the base of a failed structure. E. Breakwaters, groins and jetties must be constructed in a manner that allows for tidal flow and flushing. F. Rock breakwaters, groins and jetties must have sloping sides appropriate to the proposed location and purpose. G. Breakwaters, groins and jetties must not adversely alter tidal circulation patterns, sediment transport processes, the natural supply of sediment and nutrients to the coastal wetlands or the long-term biological productivity of the coastal wetlands’ ecosystem. H. Breakwaters, groins and jetties must not be constructed in areas of sensitive coastal wetlands. I. Groins and jetties to trap sediments are only allowed as a means to reduce shoaling of navigable channels and boat basins. J. See also Requirements for Filling Other Than Dredged Material Disposal (Rule 8.15). MISS. CODE ANN. §§49-15-304, 49-27-59, 57-15-6, 57-15-10.