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� � I 1 0 02 10: 41a S-.. cagu i n Caunt�j 46 1 27 2. At the site ofthe Groundwater Well,the Developer shall construct and convey to the District a hydra-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 fuel tank and automatic switching gear, and appropriate connections,site work,enclosures and other facilities appurtenantto this equipment. 3. If physically rand 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, subject 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 improvements,or some combination thereof. 4. The Developer shall design and construct and convey to the District a 12-inch water pipeline extending from the Groundwater Well as follows: (a)to a stub at the intersection of Jack 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 Jack Tone Road and Lockeford Ranch Road; and(c)north through the Subdivision Property to the northern boundary of the property, and then east to a stub on the eastern boundary terminating on the adjacent District property. The Developer also shall design and construct and convey to the District secondary distribution mains and metered services in the Subdivision Property. 5. TheDistrictmay require.the Developerto oversizethe 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 reimburse 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.10 of this letter. b. The Developer shall request and obtain from the District confirmation regarding the amount of capacity in the District's wastewater treatment plant and disposal system (the total capacity of which currently is 0.31 trillion gallons per day) that remains available after discounting any will-servve statements that are then outstanding. The District shall confirm the number of units in phase one of the Subdivision Property that can be served by the remaining capacity in the wastewater treatment plant and disposal system,which number shall not be greater than 117 units. 7. The Developer shall design and construct and convey to the District a wastewater collection system that is sized for full build-out of the Subdivision Property and that includes without limitation the following:(a) a force main pipeline from the District's wastewater treatmentplant to and throughout the Subdivision Property,and the pipelines,connections and other appurtenant wastewater collection facilities shown as "Option B" (Figure 5-2) in the Lockeford Community Services District Wastewater System MasterPlan,dated September 1998;(b)a wet-well type pumping station located in thevicinity of the southeast corner of the Subdivision Property near -2-