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FIGURE 8 <br />SOUTH CHANNEL ANALYSIS <br />SURFACE WATER PROFILE <br />Z <br />O <br />F-- <br />Q <br />W <br />J <br />W <br />W <br />H <br />Q <br />W <br />U <br />Q <br />LL <br />5220 <br />520 <br />518 <br />516 <br />5141 <br />5121 <br />510( <br />sob( <br /> <br /> I <br /> I I 1090 <br />,Oes <br />~ <br />o I „07 <br /> 1104 <br /> <br />loso 1 <br /> 1078 <br />D <br /> <br /> 1o7s <br /> 1o7a <br />~ ~ <br /> <br /> 1o~z <br /> 1os <br /> <br /> laso <br /> 1059 <br /> <br /> <br /> 1058 <br /> ~ loss I O -CHANNELS CT10N <br />~ I I <br /> 1o4s <br />1044 <br /> 1038 1038 <br />i <br /> <br /> <br />i I <br /> <br />0 2 4 6 8 in 17 , w <br />DISTANCE <br />(Thousands) <br />0 Unmodified X With Bridge <br />~~ <br />~ SHB <br />~~~ Engineering <br />I' <br />1 V <br />AGRA, INC. <br />& Environmental Services <br />~, AGRA <br />~.~,~ <br />~~ <br />