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<br />II <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 />3.0 CORTEZ-TOWAOC PIPELINE <br /> <br />3. 1 General <br /> <br />The principal feature of the Towaoc Municipal Project is the pipeline to <br />convey water from the City of Cortez treatment plant to the Town of Towaoc. <br />The straight line t:!istance between the point of origin to the terminus of the <br />pipeline is 16.5 miles. The length of the final design alignment ultimately <br />selected will obviously be greater than that, depending on the final route <br />selected. There is a wit:!e range of excavation conditions along the way, <br />ranging from rock to swamps, and also great variation in land use, including <br />residential, commercial, irrigated agricultural, and range land. <br /> <br />During the initial years of pipeline operation the Tribe's water will be <br />treated by the City of Cortez and the enti re 1 i ne and termi nal storage near <br />Towaoc will contain treated water. Either the Tribe or the City of Cortez may <br />terminate the treatment agreement, in which case the Tribe would probably <br />build a treatment facility on the Reservation. The pipeline would then be <br />converted to a raw water 1 i ne hy tyi ng di rectly into the Dolores Canal/Co...tez <br />supply 1 i ne. There is adequate capac i ty to serve both the Ci ty of Cortez and <br />Towaoc through this 3.5-mile pipeline, which is ~4 and 30 inches in diameter. <br /> <br />While available terminal storage volume is a factor in sizing the pipeline for <br />ultimate use, the additional storage does not have to be added at the present <br />time in order to serve the existing municipal demands. Alternatives \'/hich <br />include additional storage facilities ant:! create several pressure ant:! service <br />zones in the Towaoc region have numerous advantages, and will be addresset:! in <br />Chapter 4.0 as possible Towaoc municipal improvements. <br /> <br />This chapter presents the basis for the feasibility t:!esign of the pipeline and <br />includes alignment alternatives, pipe sizing, suitable pipe types, controls <br />and metering, and cost estimates for making comparisons among design options. <br /> <br />3-1 <br /> <br />1060c <br />