Table 103 



Great Sodus Bay Harbor Structures 



Sodus Point, New York 



Date(s) Construction and Rehabilitation History 



1910- Construction of a 1 ,294-f t-long east pier and and 1 ,580-f t-long west 

 1919 pier (Figure 287) was completed during this time. The piers con- 

 sisted of stone-filled timber crib construction with stone and con- 

 crete superstructures (Figure 288) . The structures were 18 ft in 

 width and had crest els of +7.4 ft Iwd. 



1920- Construction of a 1 ,653-f t-long east breakwater (Figure 287) was com- 

 1931 pleted during this period. The breakwater consisted of stone-filled 



timber cribs with a concrete cap (Figure 288) . It was 14 ft wide and 



had a maximum el of +7.4 ft Iwd. 



1948 Rehabilitation of the east breakwater was performed which included 



the installation of steel sheet-pile walls on each side of the exist- 

 ing structure. The voids between the old timber crib and the new 

 sheetpiling were filled with stone, and the breakwater was capped 

 with concrete to an el of +8.5 ft Iwd. 



1958 A 503-ft-long portion of the west pier was repaired (Figure 287) . 

 The existing pier was encased with steel sheetpiling driven 27 ft 

 apart. Voids were granular-filled, and the pier section was capped 

 with concrete (Figure 288) . The el of this portion of the pier was 

 +8.7 ft Iwd. 



1962- A 557-ft-long portion of the west pier and two portions (445 and 

 1963 449 ft) of the east pier (Figure 287) were rehabilitated. Repairs 



were similar to those done on the west pier in 1958 (Figure 288). 



The els of these pier portions were +8.8 ft Iwd. 



1974 Rehabilitation of the remaining 400-ft section of the east pier (Fig- 

 ures 287 and 288) was completed. Repairs included two sheet-pile 

 walls, granular fill, and a concrete superstructure (similar to pre- 

 vious rehabilitation of the structure). Repairs to the west pier, 

 also performed during this year, consisted of the placement of riprap 

 stone on the lakeside of the structure. The stone ranged in weight 

 from 400 lb to 2 tons and extended to the Iwd el. 



1976 A 400-ft-long section of the east breakwater (immediately east of the 



east pier) was repaired using stone fill and recapping the structure 



with concrete. Stone was also placed on the lakeside of the break- 

 water in this location. 



1978 Repairs to the west pier were performed which included placing fill 

 stone in portions of the pier and capping the structure with con- 

 crete. Riprap was also placed along the channel side of the pier. 

 Riprap stone ranged in weight from 250 to 500 lb. 



(Continued) 

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