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<br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />LOLOfF LATERAL DITCH REI'LACDIE:\T <br /> <br />~ ,---' <br /> <br />"~ <br /> <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 /> <br />1 <br /> <br />Placement of the 18 inch PVC Pipeline <br /> <br />Proiect Description <br /> <br />The project included the placement of o\"er 2 miles of Pol~ Vinyl Chloride (PVC) Pipe. <br />ranging in size from 15-18 inch diameter. and installing parshall flumes. turnout structures and <br />other pipeline appunenances. <br /> <br />Replacement of the existing leaking pipeline allowed the ditch company to pro\"ide a more <br />reliable 'water supply [0 its users as well as reduce the on-going maintenance costs associated \\ith <br />an outdated water delivery system. <br /> <br />Proiect Data <br /> <br />Sponsor: Loloff lateral Ditch Company <br /> <br />Coun!)": Weld <br /> <br />Rinr: South Platte <br /> <br />Terms of Loan: SS1.500a: 5~-o for 40 Years <br />- . <br /> <br />Substantial Completion: ~tay l. 1995 <br /> <br />Design Engineer: ;\"3tural Resource Conservation Service - Greeley. Colorado Office <br /> <br />Contractor: Lolor[ Construction. Inc. - Kersey. Colorado <br /> <br />Design Criteria: <br /> <br />18 in. P\T pipe - 3.800 ft. Design Q = 9.5 cfs <br />15 in. P\T pipe - 7.200 ft. Design Q = 9.5 to 4.0 cfs <br />7 Concrete turnout structures and parshall tlumes <br /> <br />Annu:!1 \'olume of \Vater Dcli\t'n.'d by Projt.'ct: 800 acre-feet <br />