Table 104
Little Sodus Bay Harbor Structures
Little Sodus Bay, New York
Construction and Rehabilitation History
Construction of a 1,810-ft-long east pier and a 1,747-ft-long west
1906
was completed during this period. The structures
pier (Figure
were stone-filled timber cribs with widths of 20 ft (Figure 291).
Construction of a 1,680-ft-long east breakwater (Figure 290) was com-
1885
pleted during this time. The breakwater was constructed with stone-
1913
The east and west piers were capped with a concrete and stone super-
structure (Figure
The el of the piers was
ft lwd.
1916
The east breakwater was capped with a concrete superstructure (Fig-
ure 291). Of the
width of the breakwater, 9 ft had an el of
ft lwd, and the remaining 11 ft had an el of
ft lwd.
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 voids between the new steel pile walls
the pier sections,
ft
the repaired sections was about 22 ft, and the crest el was
.
1967
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
ft lwd, and the west structure had an el of
ft
pier was
.
of another 626 ft of the east pier (Figure 290) was
completed, Repairs were similar to those completed in 1967
1972
Remaining portions of the east pier (those not rehabilitated at an
1974
were repaired (Figure 290). Rehabilitation consisted
earlier
of similar construction methods used in earlier repairs which in-
cluded
sheet-pile walls, granular fill, and concrete caps
.
(Figure 29
620-ft-long portion of the west pier were
Repairs to the shoreward
1978
completed (Figure 290).
Rehabilitation consisted of encasing the
with steel
sheet-pile walls, installing granular fill
existing
between the
new walls and the old timber crib, and pour-
in the
ing a
cap.
lifetime the
entire east and west piers have been re-
During
1986
There is no
record of repairs to the west breakwater;
however, the concrete cap
is currently spalled and cracked in many
structures are considered to be in fair
locations. Presently the
condition.
421
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