Table 58 (Concluded) 



Date(s) 



1985 



Construction and Rehabilitation History 



cribs were encased in steel sheetpiling (Figure 164, Section A). The 

 voids between the steel sheetpiling and the cribs were filled with 

 stone and capped with concrete at an el of +6.75 ft Iwd. The rubble 

 portion of the north pier (Figure 164, Section B) was repaired, and a 

 concrete cap was included which had an el of +8.5 ft Iwd. 



An inspection of the piers revealed them to be in fair condition. 

 Settlement and loss of fill stone are evidenced in the piers, and 

 some of the structures are cracked and tilting. Replenishment of 

 fill with larger stone, and placement of riprap along the piers have 

 been recommended. An aerial view of the Charlevoix Harbor piers is 

 shown in Figure 165. 



H A 



R 



E 



Figure 163. Charlevoix Harbor, Michigan 

 258 



