Table 45 (Concluded) 



Date(s) 



1985 



Construction and Rehabilitation History 



1986 



Section D of the south pier. About 470 tons of 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 

 fair to poor condition. Fill stone had again settled, and the super- 

 structure was still in poor condition because of cracking, settle- 

 ment, tilting, etc. The south pierhead was in a poor to near failed 

 condition (Figure 119, Section A), while the remaining portion of the 

 pier is in a condition of fair to poor similar to the north pier. 

 The only exception is Section Fl which is still considered to be in 

 good condition. 



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. 



LAKE 



Figure 119. Saugatuck Harbor, Michigan 

 197 



