SEA SIDE 



RBOR 5 I DE 



' STONE 

 C3-9 TONS3 



30 



25 



20 



15 



10 



Figure 13. Plan 3, King Harbor stability study 



% Damage 















4- 





□ 



Run 1 















- 4- 



Run 2 















* 



0.0 mllw 













□ 



- 

























* 



□ 







- 







+ 











- 



4- 



D 



i 



i 



D 





i 



i 





12 14 16 18 20 22 



Hmo at Structure (ft) 



Figure 14. Sea- side damage, Plan 3 



24 



26 



23 



