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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Chapter I - Introduction <br /> <br />The Greeley and Loveland Irrigation Company (Company) has been in existence since 1903 <br /> <br /> <br />and has gone under numerous changes, Safety and performance issues for several system elements <br /> <br />have been identified by the Company. These project elements include the following: <br /> <br />1. Equalizer Dam and Spillway <br />2, Westerdoll Dam and Spillway <br />3. Horseshoe Dam Spillway <br />4, Boyd Lake Dam Spillway <br />5. Hoffinan Dam Spillway <br />6. Houts Reservoir Regulating Structure <br />7. Lake Loveland North Outlet Structure <br />8. Greeley and Loveland Irrigation Canal Rehabilitation <br />9. Big Barnes Ditch Rehabilitation <br />10. Hubbs Check Structure <br />11. Oklahoma Check Structure <br /> <br />The State Engineer's Office (SEO) has identified problems with the above dams and is <br />requiring the Company to address them in the next few years. The storage facilities permit water <br />deliveries throughout the irrigation season and the Company must maintain these facilities to state <br />dam safety standards. The objective of the study is to identifY and select financially sound alternatives <br />to rehabilitate the Company's irrigation system to deliver full water decrees in a safe and efficient <br />manner to meet the shareholders present and future water requirements. <br /> <br />Greeley and Loveland Irrigation system is located in the vicinity of Loveland as shown in <br />Figure III-I, The system is supplied by two diversions on the Big Thompson River: 1) Big Barnes <br />diversion and 2) Greeley and Loveland diversion. The first diversion is the Big Barnes ditch which <br />diverts water to Lake Loveland, The water then can be regulated by several reservoirs before being <br /> <br />I <br />