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-94to Jan-95to 

 Apr-94 Feb-95 



Jan- 

 96 



May- 

 97" 



Range 400, Centerline of South Jetty 





Rge 550 







700 























R-0 























X 



X 



X 



X 





Rge 600 







750 



























P-17A 







X 























Rge 800 







950 



X 























CDA-B, P9 



Line 9 



P-17A1 



























10+OOS 







1,000 























R-1 











X 



X 



X 



X 



X 



X ----- 



X 



X 



X 



X 





CDA-B, P9A 





























R-1AA 

































CDA-B.P10 



Line 10 





























Rge 1000 







1,150 























R-1 A 

































15-hOOS 







1,500 

























Rge 1200 







1,350 

























Rge 1400 







1,550 

























CDA-B, P10A 

































P-17B 



























R-2 



CDA-B, P11 



Line 11 







X 



X 



WD 



WD 



X 



WD 



X 



X 



X 



X 





20+O0S 







2,000 

























CDA-B,P11A 































CDA-B, P12 



Line 12 







X 























25-^OS 



P-18AK 



PL-18 



2,500 



X 























CDA-B, P12A 































CDA-B, P13 



Line 13 





























30-K)0S 







3,000 























R-3 











-. X 



X 



X 



X. 



X 



WD 



X 



X 



X 



X 





CDA-B, P13A 































CDA-B, P14 



Line 14 































P-18A 



PL-18 



























CDA-B, P14A 





























R-4 











: X 



X 



WD 



WD 



X 



X 



X 



X 



X 



X: 





40+O0S 







4,000 

























CDA-B, P-15 



Line 15 































P-18B 





























CDA-B, P15A 































CDA-B, P16 



Line 16 



























R-5 



50+O0S 



P-19 



PL-19 



5,000 



X 



X : 



WD 



WD 



X 



WD 



X 



X 



X 



X 





CDA-B, P17 



Line 17 





























CDA-B, P17A 









:/X 























CDA-B, P18 



Line 18 



























R-6 



CDA-B, P18A 









X 



X: 



X 



X 



X 



WD- 



X 



X 



X 



X 





60+OOS 



P-19A 





6,000 

























CDA-B, P19 



Line 19 





























CDA-B, P19A 































CDA-B, P20 



Line 20 



























Appendix F Brevard County Federal Projects and Surveys 



F-27 



