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<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 />I <br />I <br />I <br />I <br />I <br /> <br />Willard Owens prepared a comprehensive atIJIlysis of the basin for the District in 1988. It was <br />detennined that the maximum pumping rate from the field should be 804 acre feet annually in <br />order to maintain high quality. <br /> <br />FACILITIES <br />Facilities for withdrawing water from the aquifers are as follows: <br /> <br />Beaver Creek: <br />Two wells of 500 GPM each <br />Available supply: 600 acre feet annually <br />Hay Gulch: <br />Four wells of 500 GPM each <br />Available supply: 1,380 acre feet annually <br />San Arroyo: <br />One well of 750 GPM <br />Ultimate development: 3 wells of 750 GPM each <br />Available supply: 804 acre feet <br /> <br />WATER QUALITY <br />Water from all three basins is of excellent qwdity. A typical analysis of a sample collected <br />from the center of the system is shown on Exhibit Number 4 at the back of the report. <br /> <br />5 <br />