Table 103
Great Sodus Bay Harbor Structures
Sodus Point, New York
Date
Construction and Rehabilitation History
Construction of a 1,294-ft-long east pier and and 1,580-ft-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
in
of
ft lwd.
width and had crest
of a 1,653-ft-long east breakwater (Figure 287) was com-
1931
pleted during this period. The breakwater consisted of stone-filled
ft lwd.
had a maximum el of
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
ft lwd.
with concrete to an el of
portion of the west pier was repaired (Figure 287).
1958
A
The existing pier was encased with steel sheetpiling driven 27 ft
apart. Voids were granular-filled, and the pier section was capped
with
ft
A 557-ft-long portion of the west pier and two portions (445 and
449
of the east pier (Figure 287) were rehabilitated. Repairs
1963
to those done on the west pier in 1958 (Figure 288).
were
The els of these pier portions were
ft lwd.
1974
Rehabilitation of the remaining 400-ft section of the east pier (Fig-
288) was completed. Repairs included two sheet-pile
fill, and a concrete superstructure (similar to pre-
walls,
vious
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
to 2 tons and extended to the
el.
1976
section of the east breakwater (immediately east of the
A
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
the channel side of the pier.
Riprap stone ranged in weight from 250 to 500
(Continued )
417
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