(Concluded)
Construction and Rehabilitation History
6 ft deep. The 963-ft breakwater was aligned nearly
21 ft wide, and
tangential to the expected wave energy to minimize overtopping and
transmission. The design wave was 3.15 ft and 3.45
the basin
was dredged to -15
mllw.
The harbor is illustrated in Figure 24, and an aerial photograph of
1985
the harbor is presented in Figure 26. There are no reports of needed
repairs or rehabilitation.
70