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<br />affected portion of the stream, calibrating the calculated water surface <br />elevations to previously-established regulatory floodplain elevations. <br />Once the base model was developed, a new proposed-condition water <br />surface profile model was compiled to demonstrate the potential rise <br />in floodplain elevation as a result of the golf course layout and <br />grading. This modeling showed no increased water surface elevations <br />upstream of the golf course property, and rise within the golf course <br />property which did not exceed allowable floodplain encroachment <br />limits. <br /> <br />. Rocky Mountain A venue, Loveland, Colorado - Multiple crossing <br />alternatives were conceptually designed to carry Rocky Mountain <br />A venue over the Greeley-Loveland Canal. The selected design of a <br />three-sided box structure included construction of new broad-crested <br />weir within the box section to replace an aging 16-foot throat width <br />Parshall flume for irrigation flow measurement. <br /> <br />. New Mercer Ditch Stonn Drainage Improvements, Fon Collins, <br />Colorado - Flood control improvements, including a radial gate <br />check structure and an overflow weir structure, were designed at the <br />intersection of Spring Creek and the New Mercer Ditch. These <br />improvements restrict flood flows from being diverted into the ditch <br />from Spring Creek and causing downstream flooding along the ditch. <br />Resident engineer services were also provided. <br /> <br />. Drainage Basin Hydrology, Wyoming - Comparative studies were <br />prepared for the Crow Creek and Lodgepole Creek basins using the <br />SWRRB model for ungaged sites. <br />