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<br /> <br /> <br /> <br /> <br /> <br /> comply with Department of Public Works and State Department of Transportation, <br /> Highways division requirements. <br /> <br /> 26. Water: The water source for the proposed project will be developed from existing <br /> ground water resources. The petitioner will work with the County Water Commission <br /> <br /> to plan and design a water source and distribution system of sufficient quality and <br /> quantity to service the proposed project and meet County needs. The ultimate water <br /> <br /> demand for the proposed project is 1,344,000 gallons per day, including 206,000 <br /> gallons per day set aside for distribution by the County offsite. The petitioner intends <br /> <br /> to dedicate the proposed water system to the County of Hawaii. Lander the proposed <br /> plan to approximately 67 existing farm lots that are located adjacent to and below the <br /> <br /> lower property line of the proposed project could be served with a part of the set aside <br /> <br /> water. These lots are now on water catchment. The proposed water system plan will <br /> develop a total of four source wells. One of the wells will be for golf course irrigation <br /> <br /> and will be dedicated as back up to the domestic wells. The other three source wells <br /> will be dedicated for domestic and agricultural use. Each of the wells shall be capable <br /> <br /> of sustaining 350 gallons per minute for 16 hours a day to produce a supply of 336,000 <br /> gallons per day. A water agreement will serve as the instrument through which the <br /> <br /> petitioner will develop a public water well system and related facilities that will serve <br /> Phase I (225 Agricultural lots including residential uses), the golf course clubhouse and <br /> <br /> Farm lots. A private water company will be established to distribute water from <br /> Phase I. The 4 required wells can be located along the southwestern most boundary of <br /> <br /> the property. The distribution lines form the source wells will be sized to meet the <br /> <br /> peak hourly flow of 5.7 million gallons. The distribution lines will also feed reservoir <br /> tanks which will fulfill the ultimate storage requirement of 1.7 million gallons. The <br /> <br /> reservoir tanks, approximately 10, ranging from 0.15 to 0.25 million gallons will be <br /> located at 200' elevation increments to maintain the minimum 40 psi and 125 psi <br /> <br /> maximum pressure requirements. The ultimate storage requirement does not include <br /> the golf course irrigation needs because this system will be backed up by the golf <br /> <br /> course's own water storage system. A Draft Water Agreement was submitted by <br /> <br /> -8- <br />