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<br /> ESTI!>'.ATED COSTS IN 1000'S OF DOLLARS <br /> CHA~NEL REACH I; DESIGN DIS- APPROXIHATE REDUC- FLOOD PLAIN NATURAL TYPE CONCRETE !'.AJOR RECOMHENDED BE!':EFITS OF <br /> DESIGN FREQUENCY CHARGE (cfs) TION IN FLOC!) GRASS LINE!) LI:18D L'NDERGROUND ALT. RECO~fENDED <br /> DAMAGE POTENTIAL CHANNEL CllA:<'":'IEL CONDUIT ALT. <br /> (BEllErITS) I:l 10OO'SOF <br /> 1000S OF DOLLARR DOLLARS <br /> SHERIDAN TO WADSWORTH :Jl:: <br />/ 2 10 160 <br />5 200 19 :m;: <br /> 10 ", i 240 <br /> ~ " 800 no <br /> " 50 '00 ~ lzzi <br /> z 100 1 00 60 <br /> ~ WADSWORTH TO JEWELL <br /> ~ 2 60 1= <br /> g 5 145 Z"~ ZITZZZZj <br /> " 10 480 65 <br /> z <br /> H 25 620 III :; <br /> z 50 "no 75 <br /> H 100 800 8 <br /> ~ JEWELL TO GARRISON ~ <br /> " 2 35 0 40 <br /> ~ 5 80 20 :; Z110 '27L '.iJZ <br /> ~ 10 306 65 110 <br /> 25 450 70 .149 <br /> - <br /> " 50 500 75 150 22 <br /> H <br /> " 100 58~ 80 80 160 <br /> GARRISON TO SMITH RESERV IR. <br /> 2 20 0 10 <br /> ~ <br /> 5 30 10 +~ -= <br /> 10 50 20 6 77/.13/-",~ <br /> 25' 80 20 1.< <br /> 50 ),.10 lJi <br /> 100 135 4C 17 <br /> TOTAL <br /> 2 0 210 <br /> 5 !10 ~1iJ. iiIlZ <br /> 10 240 :-~~- 572 106 323 <br /> 25 - <br /> 270 <br />'-.. 50 .JQ 516 <br />100 330 567 <br /> SHERIDAN TO WADSl\'ORTH <br />----- 2 2~.Q 0 19 <br />5 soc 50. 14r. :ruL <br />z 10 940 0 170 1140 <br />H 25 J..17Q lQQ '"1= <br />0 <br />> ~ l...~2.0 l2J) 0 <br />Z" 1 47 <br />"" WADRWOR~H <br />~z TO ,!EI'ffiT.!. <br />~~ 2 220 0 40 <br />"~ , 450 0 50 <br />gg 10 870 65 90 <br />"" 25 J...nL 7Q --:42= <br />"" -~~- l...l~~_ 7", <br />HH <br />-'" 0 120 <br /> <br />SAN DERSON <br /> <br />GULCH- LAKEWOOD <br /> <br />Table VI-2, Page 1 of 2 <br />-73- <br />