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<br />CHANNEL REACH & <br />DESIGN FREQUENCY <br /> <br />SUBTOTAL DENVER(W/ <br /> <br />2 <br /> <br /> <br />SUBTOTAL OENVER{W/O <br />A M IMPROVEMEN <br />, <br /> <br /> <br />00 <br />RECOMMENDED ALTERNATIVES <br /> <br />DESIGN DISCHARGE <br />(CFS) <br /> <br />WEIR <br /> <br />GULCH - DENVER <br /> <br />APPROXIMATE REDUCTION <br />IN FLOOD DAMAGE <br />POTENTIAL (BENEFITS) IN <br />lOOOS OF DOLLARS <br /> <br /> <br />" <br />51 <br />1213 <br />13' <br />1829 <br />1917 <br />1896 <br /> <br />FLOOD PLAIN <br /> <br />Page 2 <br /> <br />ESTIMATED COST IN 100 S <br />NATURAL TYPE ONCRETE <br />GRASS LINED INED <br />CHANNEL HANNEL <br /> <br /> <br />365 <br />680 <br />1320 <br />1580 <br />1730 <br />l870 <br />530 <br /> <br /> <br /> <br /> <br />F DOLLARS <br />MAJOR <br />UNDERGROUl!D <br />CONDUIT <br /> <br />RESERVOIR <br />IMPROVE- <br />MENTS <br /> <br /> <br /> <br />Table VI-4 PQge 2 of 2 <br /> <br />-77- <br />