Table 86 (Concluded) 



Date(s) Construction and Rehabilitation History 



1949 Because of deterioration of the inner portion of the east pier (Fig- 

 ure 234, Section C) was removed and replaced with steel sheetpiling 

 with a sand fill (Figure 235, Section C) . The el of the pier was 

 +8.2 ft Iwd. 



1972 Settlement of three cell caps in the west breakwater extension led to 

 their replacement with cut stone. 



1979 An inspection of the piers and the west breakwater indicated that 

 they were in good to very good condition. Slight settlement of 

 Section J (Figure 234) was noted, however. 



1984 Normal maintenance repair of the west breakwater was performed for a 

 cost of $308,000. 



1986 The piers and the west breakwater are considered to be in good con- 

 dition presently. The east breakwater is in a state of deterioration 

 throughout its entire length. At several places the slope stone has 

 disintegrated and settled; and the core stone has washed out, leaving 

 large areas of the structure only slightly above Iwd. Since proposed 

 industrial expansion in the lee of the east breakwater never mate- 

 rialized, the structure has not been maintained. An aerial view of 

 the Fairport Harbor structures at the entrance is shown in 

 Figure 237. 



348 



