1) The document describes the design of a rubble mound breakwater according to the Coastal Engineering Manual from 2006. This includes determining the height, stone sizes for each layer, and bearing capacity of the soil. 2) Key design parameters are specified, such as a maximum allowable overtopping of 0.4 m3/sec/m, water depth varying from 5.5m to 7.2m, and quarry stone used for the armor and under layers. 3) Calculations are shown to determine the design elevation of 12.3m above sea level, accounting for freeboard, wave runup, and settlements. Dimensions such as stone sizes, layer thicknesses, and number of