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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 /> <br />DECKER LATERAL DITCH CO. - DECKER LATERAL DITCH REHABILITATION <br /> <br /> <br />< <br />.:.... <br />. <br /> <br />."".... <br />..-. <br /> <br />" <br /> <br />~' <br />'~ :.:: .( <br />~.- '.;,;., <br />..Mi..;.-.....,.... <br />. . .,~, <br />.- _-. . ,---To ~ <br /> <br />, <br /> <br />~ <br /> <br />- <br /> <br />Looking North Along the Concrete-lined Decker lateral Ditch and Ditch Access Road <br /> <br />Proiect Descriotion <br /> <br />This $145,000 project is the concrete lining of approximately 8.800 feel ofan existing open <br />channel irrigation ditch in Weld County northeast of Greeley. The Greeley Office of the Natural <br />Resource Conservation Service prepared the project design. The construction contract was <br />awarded to CG&S Company, Inc. of Greeley, Colorado November 5, 1997. Project construction <br />commenced November 18, 1997 and was substantially completed May 22. 1998. <br /> <br />Project Data <br /> <br />Sponsor: Decker Lateral Ditch Company <br /> <br />Couo!)': Weld <br /> <br />Rh;er: 0",,:) Creek <br /> <br />Terms of Loan: $loo,OOO@4.25%for30yrs <br /> <br />Substantial Completion Date: May 22.1998 <br /> <br />Design Engineer: Natural Resource Conservation Service - Greeley Office <br /> <br />Construction Contractor: CG&S Company. Inc. - Greeley. Colorado <br /> <br />Design Criteria: Concrete lined Trapezoidal Ditch: <br />Length ~ 8.800 feel <br />Depth ~ 40 in. - 16 in. <br />Design Discharge = 33 cfs - 14 cfs <br /> <br />Bottom Width = .2 feet - 1 foot <br />Concrete Turnout Di\;sion Boxes = 5 <br /> <br />Annual \Tolume of\\'ater Delin'red by the Project: 17.560 ac.ft. <br />