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<br />I <br />I <br />I <br />I I <br />II <br /> <br />I <br /> <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 />system. We also recommend that the district evaluate the future treatment expansion plan with the <br />flow capacity of the pipeline/tunnel delivery system. In order to determine the capacity of different <br />water transmission segments and to determine the most feasible tunnel alignment and cross section, <br />a hydraulic evaluation study of the entire pipeline should be carried out. This study can determine <br />which sections of the water transmission should be given priority in order to meet the District's <br />growing water demands. <br /> <br />Also, a final design will be required prior to the construction of the tunnel and pipeline. During <br />this phase of the project the pipeline and tunnel design options will be evaluated and developed in <br />more detail. <br /> <br />8.3 Clnsures <br /> <br />This amendment to the feasibility report is based on documents prepared by others, information <br />provided by regulatory agencies, construction companies and other appropriate sources referenced <br />in Section 9.0. The information presented here should be considered preliminary and for planning <br />and cost analysis purposes only. <br /> <br />It is possible that during the final design phases of this project, after more detailed and accurate <br />information becomes available, the conceptual design, proposed alignments, type of construction, <br />project cost and project schedule could change from those presented in this report. The extent of <br />this variation may not become evident until the design phase is completed and the subsurface <br />investigation and engineering design data is available. <br /> <br />46 <br />