Table 4 6
Holland Harbor Structures
Holland, Michigan
Date( s )
Construction and Rehabilitation History
Construction of the south pier (Figures 122, 123 and 124, Sections I
1879
and
and a portion of the north pier (Figure 123, Section
was
completed at the site (Figure 122) during this period of time. The
north pier (Section
consisted of woodpilings driven about 24 ft
apart and filled with earth and stone, while the south pier (Sec-
tions I and
involved a
stone-filled timber crib
structure.
1876
Section C) was completed during this period. The pier consisted of a
20-ft-wide stone-filled timber crib structure.
Construction of the north and south arrowhead breakwater arms
1909
and A) were constructed
with 30-ft-wide stone-filled timber cribs, while the shoreward
portions of the breakwater (Section B) were built with 24-ft-wide
stone-filled timber cribs.
Construction of the breakwater pier connections (Figure 123,
was completed during this period. They consisted of wood-
Section
1909
pilings driven 12 ft apart and filled with stone. The el was
ft
lwd. Rubble was placed on each side of the structure to the
ft
crest el and extended down on a slope of
The north pier (Figure 123, Sections C and
1929
was capped with a con-
crete and stone superstructure. The el of the lakeward end of the
ft lwd, and the shoreward end (Section
pier (Section C was
)
was installed at a crest el of
ft lwd.
The south pier (Figures 123 and 124, Sections I and
and both
1933
were capped with
stone and concrete superstructures during this time. The south
ft lwd.
pier and both breakwaters were constructed to els of
The north pier (Figure 123, Sections C and D) was repaired. Steel
1958
sheetpiling was installed on each side of the structure, and the
voids were filled with stone and capped with concrete. The width of
the lakeward portion (Section C was 32 ft, and that of the shore-
)
ward portion (Section D) was 33.8 ft.
1964
south pier (Figures 123 and 124, Sections and J) was completed.
(Continued)
200
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