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<br />SANDERSON <br /> <br />GULCH - LAKEWOOD <br /> <br />Page 2 <br /> <br /> ESTH'J\TED COSTS II-< 1,000S 0' DOLLARS <br /> CHA.....~EL REACH , DESIGN DISCl!;.RGE APPROXI~TT> R":DCCTION FLOOD PLAIN NATURAL TYPE CONCRETE :1AJOR RECOM.'tEND BENEFITS <br /> DESIGN FREQUENC\' refs) w FLOOD DIV1).GE '0- GRASS LINED LINED UNDERGROUND ALT. 0' RECOM- <br /> TENTIAL (B2NEFITS) m CHA~mEL CHANNEL CONDUIT MENDED <br /> 1000S OF D:)LLl\.R~ ALT. <br />. 1000S of <br /> DOLLARS <br />. JE>'ffiLL TO GARRISON <br />, , "0 0 ~ <br /> 5 400 20 niL <br /> 10 60 65 S.ll.D <br /> 25 ,,, 70 <br /> 50 1 060 25 4 <br /> 100 ~ :'-0 80 50 <br /> GARRISON TO SMITH RESERVOIR <br /> , 14Q 0 ~ <br />. 5 250 10 ,"is: ::m:: <br />. 10 '" 20 <br /> 25 55-0 30 <br /> 50 610 35 <br /> 100 670 " 20 <br /> RECOM,''!ENDED ALT '2ZllZZ2Izz:i <br /> <br />w <br />" <br />z <br />~ <br />~ <br />o <br />" <br />" <br />, <br />H <br />" <br />H <br />o <br />> <br />" <br />" <br />" <br />" <br />" <br />~ <br />o <br />z <br />" <br />H <br />. <br /> <br />T~ble VI-2, Page 2 of 2 <br /> <br />-74- <br />