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Design Parameter <br />Min <br />Max <br />Low flow /bankf ill Channel Top Width <br />100 <br />200 <br />Sloe <br />0.002 <br />0.004 <br />Ave. Low flow /bankfull Channel Top Width-to-Depth Ratio <br />30 <br />Ave. Sinuosity <br />1.4 <br />» Increase in- stream habitat complexity by incorporating pools, rock clusters, and LWD <br />» Revegetate the riparian corridor with native species where needed <br />» Maximize floodplain conveyance and reduce /eliminate floodplain constrictions <br />» Optimize the flood conveyance capacity of all drainageway crossings <br />» Design drainageway crossings so that the low -flow channel remains unobstructed and provide additional floodplain <br />conveyance capacity by utilizing floodplain culverts <br />Estimated Cost of Unmet Needs <br />We have assumed that all costs associated with this reach will be covered by the budget developed for the St. Wain Creek Improvement <br />Project. Therefore, an estimated cost of unmet needs was not prepared for this reach. <br />