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<br />~ ~ .. <br /> Plan I 002564 <br /> (continued) <br /> Max imum <br />Alternative Description (mg/L) Annual Construction Overall . Incremental Incremental <br /> Effect Cost Cost Cost Cost Cost ;1 <br /> at Imperial Effectiveness Effectiveness Effectiveness 'I <br /> (41000) ( $1000) $1000/mg/L $lOOO/mg/L $1000/mg/L <br />6. Alternative 65 ~ ~ 11.66 ..5501 <br /> A Canal Concrete~~ fI,~ 1.09 1803 1654 <br /> V Canal Concrete . 1.55 2643 1705 <br /> Laterala 0.89-1.87 ft 3/s .13 224 1723 1723 , <br /> Pipe 14.43 10171 1686 . <br /> 156,290 705 <br />7. Alternative 66 14.43 10171 <br /> K Cansl Membrane .48 1002 2088 <br /> G " " .53 1138 2147 <br /> B " " 1.07 2345 2192 <br /> D " " .54 1200 2222 <br /> C " " 1.40 3134 2239 <br /> F .. .. .30 1011 3370 3370 <br /> Collector Syatem Adjustment Jel - .11 - 1 <br /> 18.64 20000 307,330 lii72 2ffi" <br />8. Alternative '7 18.64 20000 <br /> K,G,B,D,C,&F Membrane to <br /> Concrete 0.34 2212 6506 6506 <br /> All Laterals Pipe .28 1466 5236 <br /> 19.26 23678 363,850 '"'12z9 5932 <br /> <br />e. i <br /> <br />11 This adjustment 1. necessary to account for reduced collector system effectiveness due to the lining of the G. C. D. , F Canals. <br /> <br />T"'--'-' <br /> <br />-:~',,;--'r <br /> <br />" <br />