Table F-6. Beach-profile surveys south of Canaveral Harbor from south jetty to R-53, March 1979 to 

 January 1997. 



DEP 



Survey 



Mon. 



NO. 



USACE 



Canaveral 



Harbor Beach 



Profile Survey 



Line No. 



USACE Beach- 

 Erosion Control 

 Profile Line No. 



Distance 

 from Harbor 



Channel 



Centerline, 



ft 



USACE 



Trident Mon. 



Surveys 



USACE 



BEC 



Survey 



DEP 

 CCCL 

 Survey 



USACE 



BEC 



Survey 



USACE 



BEC 



Survey 



USACE Sand-Bypassing 

 Monitoring Surveys 



Mar- 

 79 



Dec- 

 79 



May-85 to 

 Jun-85 



Aug-85 to 

 May-86 



Sep- 

 88 



Jan- 

 94 



Feb-94 to 

 Apr-94 



Jan-95 to 

 Feb-95 



Jan- 

 96 



May- 



97" 



R-7 









6,698 



X 



r X 



WD 



WD 



X 



. X 



X 



X 



X- 



:X 





CDA-B, P20A 







Applegate 



























P-20B 





























75-K)0S 





PL-20 



7,500 

























CDA-B, P21 



Line 21 



























R-8 



CDA-B, P21A 









X 



X 



WD 



WD - 



X 



: WD. 



X 



X 



X 



-X 





CDA-B, P21B 































CDA-B, P21C 



































20A 

























R-9 



CDA-B, P22 



Line 22 







X : 



X 



X 



X. 



X 



- WD 



X 



X 



X 



X 





90+OOS 







9,000 

























CDA-B, P22A 































CDA-B, P22B 



































20B 

























R-10 



CDA-B, P23 



Line 23 







X 



X 



WD 



-WD 



X 



X 



X 



X 



X 



-X 





CDA-B, P23A 































CDA-B, P23B 































105-KDOS 





PL-21 



10,500 























R-11 



South limit of Trident Fill 





X 



X 



WD 



WD 



X 



WD 



X 



X 



X 



X 





CDA-B, P24 



Line 24 





























CDA-B, P24A 































CDA-B, P24B 































CDA-B, P24C 









X 



X 



















R-12 











X 



X 



X 



X 



X 



WD: 



X 



X 



X 



X 







Line 25 



21A 

























R-13 











X 





WD 



WD 



X 



X 



X 



X 



X 



X 







Line 26 





























133-H84S 





PL-22 



13,384 























R-14 











X 





WD 



wd ; 



X 



WD: 



X 



X 



X 



X 







Line 27 































Line 28 



22B 

























R-15 



South limit of 2.8-mile project 



14,784 



X 





X 



X ,- 



X 



wd--:: 



X 



X 



X 



X 







Line 29 



22C 

























R-16 









15,500 



X 





WD 



. WD - 





x .c 











R-17 



165+03S 





PL-23 



16,503 







WD 



l WD- 





WD{ 











R-18 















X 



X 





: WD : - 











R-19 















WD 



WD 





X 











R-20 















WD 



WD 





WD: 













197+43S 





PL-24 



19,743 























R-21 















X 



X 





WD ; 











R-22 















WD 



WD" 





x : 











R-23 















WD 



WD - 





wd: 











R-24 















X 



X 





WD: 











R-25 



239-^OS 







23,980 







WD 



: WD 





X;: 











R-26 















WD 



; wd 





WD 











R-27 















X 



'- X 





WD 











R-28 















WD 



WD 





X ■- 













290+1 4S 





PL-25 



29,014 























R-29 















WD 



■ WD 





WD 











F-28 



Appendix F Brevard County Federal Projects and Surveys 



