Table 14 

 Pelican Harbor 

 Pelican. Alaska 



Date(s) Construction and Rehabilitation History 



1954 The project was adopted. 



1957 The basin was dredged to a project depth of -12 ft mllw with suitable 

 material placed as core for the breakwater. 



1957- The breakwater was constructed. Crest elevation was +17 ft mllw, 



1958 crest width was 4 ft, and side slopes were 1:2. The crest, seaward 

 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- 

 water was covered with a 4-ft layer of quarry spalls. A breakwater 

 cross section is shown in Figure 38. 



1985 The harbor is illustrated in Figure 38, and an aerial photograph of 



the harbor is presented in Figure 39. There are no reports of needed 

 repairs or rehabilitation. 



90 



