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FEASIBILITY OF DEVELOPING AND MAINTAINING A SPORT FISHERY IN THE SALT RIVER PROJECT CANALS - - <br /> <br />Site 7 was a deep (2.5 m), free-flowing canal <br />segment located about 20 km downstream from <br />the Granite Reef Dam. This site was 1.6 km long <br />with an average width of 26 in. The closest <br />upstream water control structure was <br />approximately 8 km above the Pima Road bridge <br />at the Evergreen Drain Gates (Appendix A, Map <br />2). The nearest downstream water control <br />structure was 0.5 km below the Hayden Road <br />bridge (Appendix A, Map 3). <br />Site 5 was similar to Site 7 with free-flowing, <br />deep water (2 m). This site was 2.4 km long and <br /> averaged 25 m across. The closest upstream water <br />Figure 3. The electric fish barrier on the Arizona Canal control structure was 0.6 km above the 68th <br />prevents fish from moving upstream. Street bridge (Appendix A, Map 3). Located <br /> about 0.9 km downstream of the 68th Street <br />stocked fish movements and collect stocked fish bridge was the intake to the Cross-Cut Canal, <br />for contaminant analysis. Water depth was which diverts large quantities of water to the <br />approximated due to variations in seasonal water Grand Canal. The lower boundary of this site <br />deliveries and gradient along the length of the was a water control structure (Arizona Falls) <br />canal. upstream of 56th Street. <br />Salt River Project (SRP), Arizona Canal <br />skunk C-6, <br />niie <br />f <br />L <br />M <br />nterstate Ny. <br />Card <br />it tic?c tiicc a ng Stat`in <br />_v I <br />Figure 4. The Arizona Canal with AGFD sampling sites and stations. <br />6 ARIZONA GAME & FISH DEPARTMENT, TECH. REP. 18 B. R. WRIGHT AND J. A. SoRENSEN 1995