Table 1
4
Pelican Harbor
Pelican, Alaska
Construction and Rehabilitation History
Date(
1954
The project was adopted.
The basin was dredged to a project depth of -12
mllw with suitable
1957
material placed as core for the breakwater.
The breakwater was constructed. Crest elevation was
ft mllw,
The crest, seaward
crest width was ft, and side slopes were
1958
side, and end were covered with a 2-ft layer of quarry spalls under a
3-ft layer of armor rock. The rest of the basin side of the break-
layer of quarry spalls. A breakwater
water was covered with a
cross section is shown in Figure 38.
The harbor is illustrated in Figure 38, and an aerial photograph of
1985
the harbor is presented in Figure 39. There are no reports of needed
repairs or rehabilitation.
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