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<br />" FEDERAL TO SHERIDA~ <br />" , 39_0 020 <br />z 5 550 430 <br />~ 10 730 230 53 <br />"> 25 80 <br />00 50 " <br />oz <br />,,~ 100 890 <br />"" TOTAL COST <br />, 2 <br />Z <br />" 5 I <br />~ 10 ----.L3S0 '" <br />" 25 , <br />" 50 <br />~ 100 , 5 25 <br /> RECOMMF.~DE 740 6 <br /> <br />SANDERSON <br /> <br />GULCH - DENVER <br /> <br />Page 2 <br /> <br />CHANNEL REACH & <br />DESIGN FREQUENCY <br /> <br />DESIGN DISCHARGE APPROXIIUl.TE REDUCTION <br />refs) IN FLOOD DA'IAGIl po- <br />TENTIAL (BE~lEFITf) <br />1000S OF DOLLARS <br /> <br />ESTIIOATED <br />,<ATURAL TYPE <br />GRASS LI~:ED <br />CHANNEL <br /> <br />COSTS 1:>1 <br />CONCRETE <br />LINED <br />CHANllEL <br /> <br />FLOOD PLAIN <br /> <br /> <br /> <br /> <br /> <br /> <br />1 OOOS OF DOtLARS <br />MAJOR RECOM- <br />UNDER(iROlTND ~1ENDED <br />CONDUIT AL'I'ER- <br />NATIIlES <br />(EXISTING <br />CONDUITS <br />CHANNEL <br />U,PROVE- <br />:4ENTS) <br /> <br /> <br />3ENEFITS OF <br />RECO~'lENDED <br />ALTERNATIVES <br />1000's OF <br />DOLLARS <br /> <br />Table VI-I, Paqe 2 of 2 <br /> <br />"A',VOERS6>'V .:Iv,""","" - ?<C-V............. <br /> <br />-72- <br />