Table 45 (Concluded)
Date ( s )
Construction and Rehabilitation History
Section D of the south pier. About 470 tons o f the 50- to 300-lb
ballast stone was placed into or along the north revetment.
An inspection of the structures indicated the north pier to be in
1985
fair to poor condition. Fill stone had again settled, and the super-
ment, tilting, etc. The south pierhead was in a poor to near failed
)
pier is in a condition of fair to poor similar to the north pier.
The only exception is Section
which is still considered to be in
condition.
1986
A major rehabilitation study for the piers is under way. Considera-
tion is being given to using rubble-mound structures as opposed to
vertical steel sheetpiling. An aerial photo of the Saugatuck Harbor
Piers is shown in Figure 121.
L
A
K
E
-
.-
LAKE
Figure 119.
Saugatuck Harbor, Michigan
197
,
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