Table F-14. Volume changes south of the inlet from 2,500 to 34,400 ft, seaward to 

 the -17-ft contour. 





Nov-58 



Mar-65 to 

 Jan-66 



Sep-72 to 

 Nov-72 



Aug-85 to 

 May-86 



Jan-94 



May-54 



-1,687,500 



-1,497,700 



- 



-250,600 



-1,304,400 



Nov-58 





190,100 



- 



1,437,300 



386,400 



Mar-65 to Jan-66 







- 



1,247,100 



196,800 



Sep-72 to Nov-72 









- 



- 



Aug-85 to May-86 











-1,050,300 



Jan-94 













Note: See Plates F-1 through F-7 for graphical display of volume changes. The May 1 954 MH W line is 

 noted on the Plates. The hydrographic data for the 1972 FDEP survey were omitted in this analysis 

 because of irregularities in the offshore portions of the data set. 



Table F-1 5. Volume changes south of the inlet from 2,500 to 34,400 ft, seaward to 

 the 1954 MHW. 





Nov-58 



Mar-65 to 

 Jan-66 



Sep-72 to 

 Nov-72 



Aug-85 to 

 May-86 



Jan-94 



May-54 



-574,000 



-193,100 



-932,800 



-481,600 



-496,600 



Nov-58 





381,200 



-357,700 



92,800 



80,700 



Mar-65 to Jan-66 







-739,700 



-288,500 



-300,000 



Sep-72 to Nov-72 









451,100 



438,700 



Aug-85 to May-86 











-11,500 



Jan-94 













Note: See Plates F-1 through F-7 for graphical display of volume changes. The May 1 954 MHW line is 

 noted on the Plates. 



F.7. Plaintiffs' Claims of Volume Loss 



A comparison has been made of the US ACE October 1951 Canaveral Harbor pre- 

 construction survey (D.O. File 11-20, 193; three sheets, a copy of which is in Plaintiffs' 

 possession) and the US ACE January 1994 beach-profile surveys (1996 Feasibility report). The 

 1951 survey coverage was limited to 10,500 ft south of the south jetty. The volume difference in 

 cubic yards was computed between the two surveys for the area bounded to the north by the inlet 

 to a point 10,500 ft south of the inlet, to the minimum landward extent of the surveys and 

 seaward to the October 1951 MHW shoreline (elevation +1.7 ft NGVD). The total volume 

 change for this shore was 305,200 cy of erosion from 1951 to 1994 above and landward of the 

 October 1951 MHW (see Table F-1 3). 



F-38 



Appendix F Brevard County Federal Projects and Surveys 



