Table 38 



Kingston Harbor 



Kingston, Washington 



Date(s) Construction and Rehabilitation History 



1962 The project was adopted. 



1967 The breakwater was constructed. The breakwater is rubble mound with 

 a gravel or quarry spall core, top elevation of +19 ft mllw, crest 

 width of 7.5 ft, length of 1,040 ft, and side slopes of 1:1.5. The 

 shoreward end of the breakwater was tied into a vertical sheet-pile 

 retaining wall of an existing ferry dock approach fill. Wave reflec- 

 tion off the retaining wall increased the wave action at the landward 

 end of the breakwater. The landward 50 ft of the breakwater was 

 therefore built to an elevation of +20 ft mllw. 



1985 The harbor and cross section of the breakwater are illustrated in 



Figure 71. There are no reports of needed repairs or rehabilitation. 



153 



