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<br />002033 <br /> <br />Rio Hardy. The fresh water would be used, primarily during winter and spring, to establish new <br />stands of riparian vegetation on an ongoing annual basis. <br /> <br />The following issues must be addressed: <br /> <br />. Additional due diligence and the execution of various agreements would .be required <br />before these alternatives can be implemented, including CNA's commitment to <br />maintain control over the purchased water. <br /> <br />. Assessing the economic and social implications of purchasing and retiring <br />agricu1turalland.14 <br /> <br />. Addressing the competing uses for this water. It should be recognized that the <br />communities of Mexicali, San Luis Rio Colorado, Tijuana, Tecate and Rosarito need <br />additional water for their growing communities. Also, drainage return flows to the <br />Delta could be margirially impacted through a land retirement program. <br /> <br />. Securing the ecological ~e of parcels of land within the riparian river corridor <br />through long-term leases. <br /> <br />. Addressing the implications of possible US reservoirs associated with lining the All <br />American Canal that could diminish the volume and frequency of operational over- <br />deliveries of Colorado River water to Mexico. <br /> <br />. Identification of a bi-national institutional framework that will have an advisory and <br />support role for implementation and operation of the project. <br /> <br />B. Brackish Water Sources <br /> <br />'This alternative would involve transportation, at least during the term of the ISC, of brackish <br />agricultural drain water from the Yuma area to an area in Mexico lying south of the Compaction <br />Zone, west of the Cienaga de Santa Clara and east of the confluence of the Colorado River and the <br />Rio Hardy. This area is currendy targeted by CNA for elimination of irrigation activities. Once <br />irrigation is no longer being practiced, the CNA drainage wells that now lower groundwater in the <br />area would no longer be operated. Without the drainage wells operating, the area is expected to <br />become swiunplike. The brackish water from the Yuma area is of such a salinity that it can be used <br />to establish open water ,areas and support other marsh species that are already established in the <br />area. <br /> <br />The brackish water would be transported from the Yuma area to this area by the Bypass <br />Drain and would be in addition to the 125,000 acre-feet per year of agricultural drain water from the <br />Wellton-Mohawk area that now is delivered to die Cienaga. The limitation on the quantity of <br />additional brackish water that can come from the Yuma area is the total unused conveyance capacity <br />in the Bypass Drain. The Bypass Drain can carry a maximum of about 200,000 acre-feet per year. <br />The brackish drainage water would be transported through the existing Bypass Drain to a newly <br />constructed 4-mile long connector canal. The connector canal would take water from the Bypass <br />Drain to the Plan Ayala Drain at a location about 10 miles south of Colonia Esperanza. Figure 5 <br /> <br />24 <br /> <br />I <br />I <br />I <br />) <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />J <br />I <br /> <br />I <br />