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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 />The public land alignment evaluated in this study is similar to the Bureau's <br />proposed alignment, in that it avoids the need for acquisition of easements <br />across pri vate properti es. Ei ther Mi 1 dred Road or the Cortez-Oolores State <br />Highway 145 could be paralleled to initiate the first southerly component of <br />the route. However, both roads have extensi ve development along them and <br />contain numerous utilities within the road right-of-way. The ground elevation <br />to the east of the Cortez treatment plant ri ses, and a1 i gnments by gravi ty <br />along the county road to the east are not possible. Any route that avoids <br />pri vate 1 ands must therefore i ni ti a 11 y traverse west on County Road M. For <br />thi s study, a route one mi 1 e west and then south to the west of Totten Lake <br />was first examined and then rejected, as it avoids going along the county <br />roads with high residence densities. The first public road that can I)~ <br />reached goi ng south is then State Hi gh\~ay 1 4~. <br /> <br />The alignment selected to use public right-of-way only has been termed <br />Alignment B and is shown on Figure 3.4. The route proceeds south after <br />crossing State Highway 160 and follows the county road network to the <br />intersection of State Highway 666 at the M and M Truck Stop. From there, the <br />al i gnment foll ows State Hi ghway 666 to the boundary of the Tri be's <br />Reservation. The pipe on Alignment B will be in competition with other <br />utilities within the State and County road systems. Representatives of local <br />utilities were contacted, and Figure 3.5 was prepared as an approximate <br />composite of buried utilities of gas, water, and telephone lines in the region <br />of potential alignments. Where the pipeline crosses normal to these utility <br />1 i nes, there will be only mi nor concern, except for the 1 arge number of <br />crossings. However, any long length paralleling of these utilities would <br />require extremely cautious and time-consuming construction techniques. <br /> <br />Alignment A, shown on Figure 3.6, was selected after sever'll field <br />reconnaissance visits to the regio'l, as the most direct alignment, and one <br />that woulrl be easier to construct. flue to the potential sensitivity of <br />ri ght-of-way (easement) acqui si ti on, no 1 andowners were contacted nor were <br />fi e1 d surveys made. Al i gnment A was se1 ected on the basi s of shorteni ng the <br />di stance, mi nimi zi ng the potenti al conf1 i ct wi th other uti 1 iti es, and seel<i ng <br />a route that would allow rapid field installation. A nUl'lber of private <br /> <br />3-29 <br /> <br />l060c <br />