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30 <br />radsting Rrm VAdiCapadity <br />25 <br />20 <br />v <br />Peak Demand Average Demand <br />c <br />E 15 <br />10 <br />5 <br />0 <br />2010 2020 2030 <br />Year <br />Figure 5.4 Projected water demand for the six -city region through 2030 <br />Table 5.2 Projected water demand for the six -city region through 2030 <br />Year Joint Utility Average Joint Utility Peak <br />Day (ingcl) Day (mgdI <br />2010 3 13 <br />2020 6 23 <br />2030 7 25 <br />To allow the existing wells to serve the needs of a Joint Utility, properly sized interconnections will need <br />to be installed that allow the existing wells to deliver water from the fully developed communities to the <br />growing communities. It is possible that some trunk watermain improvements may also be needed to <br />ensure to that high flows can make it from the source to the point of use without excessive head loss. <br />Under this scenario the communities needing supply would purchase a portion of the wells currently <br />owned by the communities who have excess supply. The cost of the wells would be a negotiated item <br />that would be resolved during the formation of the Joint Utility. <br />Joint Water Utility Feasibility Study 19 <br />