Excavation of the existing 4 – 8 ton Armor stone (4,750 CY). Construction of 8’x3′ Reinforced concrete diaphram wall (661 CY). Reconstruction of the breakwater around the diaphram wall using the excavated stone and additional material, (2 Ton armor – 2603 Ton, 6 Ton Armor – 1,257 Ton.)