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<br />Fa <br />i <br />r <br />v <br />i <br />e <br />w <br />1s <br />t <br />Ox <br />f <br />o <br />r <br />d <br />V <br />i <br />v <br />i <br />a <br />n <br />N <br />a <br />n <br />c <br />y <br />Ch <br />u <br />r <br />c <br />h <br />i <br />l <br />l <br />20 Water Main16" Water Main <br />12" Water Main <br />10" Water Main <br />8" Water Main <br />6" Water Main <br />4" Water Main <br />Future System <br />[Ú New Pump Sta <br />]^UT New Tower <br />16" Water Main <br />12" Water Main <br />10" Water Main <br />8" Water Main <br />TCAAP Demands <br />ADD = 0.75 MGD <br />MDD = 2.25 MGD <br />Area experiences <br />20 - 25 psi pressure <br />drop during operation <br />of new pump station. <br />Caused by excessive <br />headloss due to <br />inadequate capacity <br />within water mains. <br />Solution it to provide <br />additional water main <br />improvements to increase <br />capacity to pump station.