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<br />In phase III two additional 1,000,000 gallon storage tanks should <br />be constructed, one at the proposed Well Site A and one near the <br />standpipe in the Lowmans' Ranch development, to supply a portion <br />of the required storage for the lower pressure plane through the <br />year 2005. These additions should upgrade the system to <br />adequately supply the entire basin with ground storage and the <br />lower pressure plane with elevated storage through the year 2005. <br />An additional 100,000 gallon elevated storage tank should also be <br />constructed in phase III in the upper pressure plane to pr01¡ide <br />the upper pressure plane with the required elevated storage for <br />the projected 2005 popula :ian . <br /> <br />E. <br /> <br />Pumping <br /> <br />Recommended guidelines for water service pumps are to size the <br />pumps to handle 80% of t~e firm maximum hour demand flow. Two <br />locations are proposed to supply pumping for the basin. Pumping <br />\"i11 be required in the Low:TIans' Ranch development to supply the <br />elevated storage tank for :he upper upper pressure plane, as well <br />as to augment the upJ:er pressure plane demand flow. The <br />remainder of the pumping facilities are proposed to be located at <br />Well Site A to supply the elevated tank in the upper pressure <br />plane as well as high dema~d service for the lower pressure plane. <br /> <br />TABLE 7 <br />Pumping Capacity <br /> <br />Design Phase <br />Phase I <br />Phase II <br />Phase III <br /> <br />Total <br />Firm Pumping Capacity <br />(gpm) <br />0 <br />1500 <br /> <br />3000 <br /> <br />Initially there is no need for pumping because the standpipe in the <br />Lowmans' Ranch development ",ill adequately service the area <br /> <br />JONES a "IEUSE <br /> <br />) <br /> <br />27 <br />