Table 104 



Little Sodus Bay Harbor Structures 



Little Sodus Bay, New York 



Date(s) Construction and Rehabilitation History 



1867- Construction of a 1 ,810-f t-long east pier and a 1,747-ft-long west 

 1906 pier (Figure 290) was completed during this period. The structures 

 were stone-filled timber cribs with widths of 20 ft (Figure 291) . 



1873- Construction of a 1 ,680-f t-long east breakwater (Figure 290) was com- 

 1885 pleted during this time. The breakwater was constructed with stone- 

 filled timber cribs that were 20 ft in width (Figure 291). 



1913 The east and west piers were capped with a concrete and stone super- 

 structure (Figure 291). The el of the piers was +7.1 ft Iwd. 



1916 The east breakwater was capped with a concrete superstructure (Fig- 

 ure 291). Of the 20-ft width of the breakwater, 9 ft had an el of 

 +7.4 ft Iwd, and the remaining 11 ft had an el of +4.4 ft Iwd. 



1945 Rehabilitation of 272 ft of the east pier (Figure 290) was completed. 

 Repairs consisted of driving steel sheet-pile walls on each side of 

 the pier sections, filling the voids between the new steel pile walls 

 with stone, and placing a concrete cap (Figure 291). The width of 

 the repaired sections was about 22 ft, and the crest el was +7.4 ft 

 Iwd. 



196/ Repairs to 300 ft of the east pier and 1,127 ft of the west pier 

 (Figure 290) were completed. They included encasing the existing 

 structures with steel sheet-pile walls, filling the voids between the 

 new sheetpiling and the existing pier with granular fill, and capping 

 the structure with concrete (Figure 291). The crest el of the east 

 pier was +8.3 ft Iwd, and the west structure had an el of +8.7 ft 

 Iwd. 



1971- Rehabilitation of another 626 ft of the east pier (Figure 290) was 

 1972 completed. Repairs were similar to those completed in 1967 

 (Figure 291). 



1974 Remaining portions of the east pier (those not rehabilitated at an 

 earlier date) were repaired (Figure 290) . Rehabilitation consisted 

 of similar construction methods used in earlier repairs which in- 

 cluded steel sheet-pile walls, granular fill, and concrete caps 

 (Figure 291). 



1978 Repairs to the shoreward 620-ft-long portion of the west pier were 



completed (Figure 290) . Rehabilitation consisted of encasing the 



existing pier with steel sheet-pile walls, installing granular fill 



in the voids between the new walls and the old timber crib, and pour- 

 ing a concrete cap. 



1986 During their lifetime the entire east and west piers have been re- 

 habilitated. There is no record of repairs to the west breakwater; 

 however, the concrete cap is currently spalled and cracked in many 

 locations. Presently the structures are considered to be in fair 

 condition. 



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