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then the Developer shall install and convey to the District necessary treatment equipment, or shall find an alternate source. Such an alternate source could include without limitation another groundwater well, rehabilitation of existing wells, contribution of funding toward fixture construction of water system improvements, or some combination thereof. Any alternate source shall be subject to State and Federal drinking water standards and the District's approval, which ' shall not be,unreasonably denied. 2. At the site of the Groundwater Well, the Developer shall constructand convey to the District a hydro-pneumatic tank with a capacity of at least 10,000 gallons, an on- � site back-up power source equal or equivalent to a diesel generator with fiiel tank and automatic switching gear, and appropriate connections, site work, enclosures and other facilities apptiu-tenant to this equipment. 3. If physically and economically feasible, the Groundwater Well shall be designed and constructed to provide a flow of at least 900 gallons per minute at distribution system pressures. If the Groundwater Well cannot feasibly be designed and constructed to provide that flow, then the Developer shall find an alternate source to be used in conjunction. with, or instead of, the Groundwater Well to provide the necessary additional flow, sul:je,ct to the water-quality requirements described above in paragraph A.1 of this letter. Such an alternate source could 'include without limitation a second groundwater well, rehabilitation of existing wells, contribution of funding toward future construction of water system improvcinents,, or some combination thereof. .. The Developer shall. desrgn and construct and convey to the Dnstxrct a 12- inch water pipeline extending from the Groundwater Well as follows: (a) to a stub at the intersection of rack Tone Road and Brandt Road; (b) west along Brandt Road and then north along Jack Tone Road to a pressure-control valve with vault and manual isolation valves at the point of connection with the District's existing water system at the intersection of Tack Tone Road and Dawson Road; and (c) north through the Subdivision Property to the northern boundary of the property, and then east to a stub on the castern boundary terminating on the adjacent District property. The Developer also shall design and construct and convey to the District secondary distribution ruins and metered services in the Subdivision Property. S. The District may require the Developer to oversize the design and construction of any of the above-described water facilities in order to accommodate future development (other than the Subdivision Property) in the District. The District shall rei.inbu.rse the Developer for the actual incremental cost for any such oversizing, the terms of which reimbursement shall be set forth in the "Main Line Extension Agreement" described below in. paragraph A.9 of this letter. 6. The Developer shall request and obtain from the District c011frni-18.tion regarding the amount of capacity in the District's wastewater treatment plant and disposal system (the total capacity of which currently is 0.31 million gallons per day) that remains avail able after discounting any will-serve statements that are then outstanding. The District shall confirm the -2