Laserfiche WebLink
Navajo-Gallup Water Supply Project <br /> as the highest-ranked, or best, alternative considering all the factors. When considering <br /> only environmental factors, the SJRPNM Alternative also ranked the highest or least <br /> environmentally impacting. When considering only capital and annual operation, <br /> maintenance, and replacement(OM&R) costs as measured by present worth, the <br /> SJRPNM Alternative was least costly assuming Colorado River Storage Project (CRSP) <br /> power rates. When locally available power rates from the NTUA were used, the NIIP <br /> Amarillo Alternative was the least costly. <br /> A detailed analysis of environmental impacts associated with the SJRPNM and NIIP <br /> Amarillo Alternatives and the No Action Alternative was completed in the environmental <br /> impact statement portion of this document. This analysis concluded that the SJRPNM <br /> Alternative is the least environmentally impacting alternative in most resources <br /> factors. <br /> The SJRPNM Alternative has been identified as the preferred alternative considering all <br /> the factors and resources evaluated. <br /> PREFERRED ALTERNATIVE <br /> The SJRPNM Alternative would divert water from the San Juan River downstream of <br /> Fruitland,New Mexico,just above the existing Public Service Company of New Mexico <br /> (PNM) diversion structure, treat the water to drinking water standards, and then deliver it <br /> along Highway N36 and south to Navajo chapters along U.S. Highway 491. Water <br /> would be provided to Window Rock, Arizona, and Crownpoint, New Mexico, through <br /> sublaterals. Water delivery would continue to the Navajo Nation capital of Window <br /> Rock, Arizona, and to the city of Gallup, New Mexico. Another diversion would <br /> originate at Cutter Reservoir, an existing regulating reservoir on the NIIP, and would <br /> convey water to the eastern portion of the Navajo and Jicarilla Apache Nations. <br /> The construction cost of this alternative is estimated to be $716,100,000 (Reclamation, <br /> March 2005 cost estimate, table S-2) <br /> The annual OM&R costs for the preferred alternative are projected as shown in <br /> table S-3. <br /> The appraisal-level design and cost estimate was done by Reclamation's Technical <br /> Service Center. The design and cost estimate was peer reviewed by an independent <br /> engineering consulting firm, Boyle Engineering. Revisions were made to the estimate <br /> based on the review, and the contingency factor was increased. This estimate represents <br /> what this project could be constructed for at a January 2005 price level. This assumes <br /> that no unknown factors were encountered or changes made. <br /> S -6 <br />