Table 19 (Concluded) 



Date(s) 



1984 

 (Cont.) 



1986 



Construction and Rehabilitation History 



existing jetty. The landward end of the south jetty was sand tight- 

 ened to prevent material from passing through the jetty and shoaling 

 into the channel. Three rubble mound breakwaters were constructed 

 landward of the jetty to prevent expected erosion from occurring as a 

 result of sand tightening. 



No further repair or maintenance information has been found. 



F IL TER: RUN OF CRUSHER J T0N 

 1963 SOUTH JETTY REPAIR 



Figure 62. Ocean City Inlet, Maryland 



101 



