NCI initially evaluated alternative replacement bulkhead designs, and then performed the final engineering design and preparation of construction drawings and specifications for the selected alternative. This replacement bulkhead consisted of a coal tar epoxy coated steel sheet pile bulkhead driven into a very hard bottom. The bulkhead was anchored by use of a double corrosion protected Dywidag tie-rod system secured to the sheet piles by use of a double steel channel waler, and anchored on the landward side by an anchor system consisting of tension and compression steel H-piles with a reinforced concrete cap per each tie-rod. The tension piles also incorporated drilled/grouted Dywidag rock anchors for additional tension capacity. A reinforced concrete cap encased the steel channel waler and top of sheet piles. This new bulkhead was installed directly outboard of the 50-year old existing bulkhead prior to construction of the new County harbor patrol headquarters building and other site improvements. NCI also provided construction support services throughout the bulkhead’s construction.