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<br />0015 3 <br /> <br />t <br /> <br />As we can see in the table above, the five municipal seats will have,aside from the local <br />sources the Sandy Table Aquifer, the Aquifers of Sanluis Sandy Table and the <br /> <br />. . <br />Colorado River. Thus, those volumes will be integrated in a conduit line, with service <br /> <br />while on route, starting atthe Sandy Table Aquifer and ending in the City of Ensenada. <br />The City of Ensenada is described here with the following sections: <br /> <br />a) San Luis Sandy Table - psa <br />b) La Piedra Dam - psa <br /> <br />c) La Piedra - Ensenada Dam <br /> <br />a) LINE OF CONDUIT SAN LUIS SANDY TABLE - PBO <br /> <br />Thissection will need to have the capacity to handle an average daily usage of 11,309 <br /> <br />t <br /> <br />. . <br />118,5,533 lis from the San Luis Sandy Table, and 5,776 lis from the Colorado River, <br />which will have an approximate length of 103 kilometers. As described in the blueprint, <br />all of this section would be a closed. section, with PVC and high-density polyethylene <br />(politileno), in diameters from 900 mm (36") up to 2,440 mrri (96"). <br /> <br />b) LA PIEDRA DAM - PBO <br /> <br />This section would run parallel to the existing section, with the same pumping stations. <br />.Initially, we will consider using the existing tunnels, delivery in the Tecate (Project) De <br />Las Auras Dam, and from this point all the way to the discharge in the crossing where it <br />would interconnect with the existing Aqueduct. This would provide the option of <br />. delivering the water through a "Carrizo" (ditch), or through the existing Aqueduct. <br />Feeding the new Aqueduct, which would finish in a new regulating glass called La <br /> <br />t <br /> <br />17 <br />