160 -I 



60 



r*= 0.3659 

 TOTAL IMPACT WIDTH = 1.000 (PERMITTED CANAL WIDTH) + 81.681 



20 



10 



1 1 [— 



30 40 



PERMITTED CANAL WIDTH Cm) 



— r- 

 50 



Figure 1. Relationship between proposed permitted canal widths and the total 

 width of the wetland corridor actually modified by construction. See Table 1 

 for data sources. 



160 



f 130 H 



Q 



5 



I— 

 u 

 < 



< 



O 100- 



70 



15 



r^ = Q4230 

 TOTAL IMPACT WDTH = 1,111 (ACTUAL CANAL WIDTH) + 68.314 





— r- 

 25 



T 



T 



1 



35 45 



ACTUAL CANAL WIDTH On) 



55 



65 



Figure 2. Relationship between actual dredged canal widths and the total 

 width of the wetland corridor actually modified by construction. See 

 Table 1 for data sources. 



64 



