New 300 foot long steel sheet pile replacement bulkhead with helical tie back anchors and a continuous cast-in-place concrete cap. The severely deteriorated existing bulkhead necessitated the construction of an emergency stabilization system consisting of temporary steel king piles and walers with struts bracing back to the existing bulkhead. The temporary king piles and framing were systematically removed as the new bulkhead sheets were installed.
Major design obstacles included the existing concrete deadmen, original timber wall (behind steel wall), and maintaining the operation of the adjacent banquet facility.