554’ LF of 1’-3’ diameter armor stone riprap installed with joint stretchers 6” below the mudline. Existing seawall cap was removed and replaced with a new 24”x24” cap. J Foster Consulting avoided replacing the failing wall by installing joint stretchers to prevent sediment loss and implemented the armor stone to support the existing wall and avoid requiring a new tieback system.
Inspection seawall and customized design of a seawall using corrugated vinyl sheets. The project is currently being built.