HARBOR SIDE 



OCEAN SIDE 



IS FT 



+ 13 FT 



• ONE LA YBR. 8 TON MINIMUM 

 KEYED AND FITTED 



O.OMLLW 



-15 FT 



QUARRY RUN (25 LB. MIN.) 



^m.^ 



Figure 2. Kahului breakwater construction of 1913 (typical cross section) 



HARBOR SIDE 



OCEAN SIDE 



STONE & GROUT ■ 



33 TON TETRATODS 



--^P^ 



2 FT CONCRETE CAP 



7:<iJdi^(hi^ 



+ 13FT 



. 33 TON TETRAPODS 

 0.0 MLLW 



1 LAYER STONE 

 a TON MINIMUM 



2 TON MINIMUM 



''MM^Mi 



Figure 3. Kahului breakwater repairs of 1956 (typical cross section) 



Chapter 1 Introduction 



