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thev identified as the inost probable point of fish inigration. Mean velocit~- across that ~vidth ~vas <br />E29 ftJsec. The lo~vest ineasureinent taken across that ~vidth ~vas 3.~9 ftJsec. at the far ~vest bank <br />ineasureinent at the .2 observation depth of the .8-foot depth. Hargrave and Johnson (2003) in <br />their studv found darters in the Arkansas River at inoderate velocities a~eraging 12 ftJsec. plus <br />or minus O.E ftJsec. The highest measurement taken across that ~vidth ~vas 8.03 ftJsec. at 3 feet <br />from the far ~vest bank at the .8 observation depth of the .8-foot depth. Jim Bruce checked the <br />nearb~- gauging stations upon returning to the office and determined the estimated discharge at the <br />tune of flow measurements to be 103cfs. Also, the area (~15' ~ 40') beloa~ the gate opening to the <br />drop is lined bv ~1/2' steel plates. <br />In their consensus opinion, the fish biologists felt that the velocity (as ineasured) is an <br />iinpediinent/barrier to the inigration of streasn fish species in the area near the diversion. <br />It should be noted that there is also an upwardly protruding lip (~ 2 inches) at the edge of the drop <br />structure that is an additional impediment to fish passage over the drop. During the irrigation <br />season, when the gate is briefly opened to inove sediinent, inigration is likelv further iinpeded by <br />the increased flo~v and increased flush of sediinent through the gate. <br />The area is hea~ilv utilized by flathead chubs. Data from a 2005 survey _just below the diversion <br />sho~vs E93 flathead chubs collected. Gat-v Do~vler noted that this is one of the highest densities of <br />flathead chubs he has seen an~-~vhere in Fountain Creek, and he believes these fish ~vere staging <br />and atteinpting to s`viin upstreasn. <br />33.2.B. Project ~oa1s: <br />The follo~ving goals haue been identified for this project: <br />• Design and engineer a fish passage to circuinvent e~isting conditions that prevent fish <br />passage upstream of the dasn (see narrative above) and identify probable construction <br />costs. <br />• Conduct s~vimming tests on the species of concern to determine species performance <br />parasneters. S~viimning data ~vill be used to design the fish passage on this and future fish <br />passage projects ~vhere the fish species is the sasne or similar to the target species. <br />33.2.C. Anticipated benefits: <br />• Provide fish passage around the dasn structure for target species including the Arkansas <br />darter (state-threatened) and flathead chub (state species of concern) and other siinilar <br />fish species. <br />• Increase habitat range and nuinbers of target species nuinbers. <br />• Develop fish passage design guidelines for future fish passage projects on Fountain Creek <br />and throughout the Colorado plains. <br />3.3.3. Technical Feasibility of the Proposed Project <br />33.3.A. Ho~v the project ~vill be desi~ned and iinpleinented <br />The design process ~vill be a collaborative effort bet~veen Colorado Springs Utilities (o~vner of the <br />dasn structure), the design/engineering teasn, CDOW, USGS, USACE and Colorado State <br />Universitv. CDOW and USGS ~vill capture target species and deliver thein, unharined to <br />Colorado State University for testing. Colorado State University will conduct a series of <br />perforinance tests on the target species to deterinine s~viinining capabilit~-, strength, stainina and <br />_jumping ability. This information will be used to develop fish passage design criteria such as <br />ina~iinuin flo~v and velocitv rates, grade, size and distance bet~veen resting pools, etc. The <br />