Table 31 (Concluded) 



Date(s) Construction and Rehabilitation History 



1979- the south side. The seaward 240 ft was concrete capped, 35 ft wide 

 1982 at the seaward end and 20 ft wide elsewhere. Capstone was placed 

 (Cont.) shoreward of the dolosse section, 375 ft on the north side and crest, 

 and 90 ft on the south side. Capstone size decreased in the shore- 

 ward direction from 12.0 to 3.0 to 5.0 tons. Design wave height was 

 25.0 ft. An aerial photograph of the rehabilitation is shown in 

 Figure 39. 



1985 The jetties were subjected to several storms after the 1982 rehabili- 

 tation, including a design level storm in March 1984. Photogram- 

 metric monitoring of the structures under the Monitoring of Completed 

 Coastal Projects (MCCP) Program indicated the last rehabilitation of 

 the jetties has been fully successful to date. 



66 



