SU0004593 - Laserfiche WebLink

Home Browse Search

+ ,s�hr-Q6-2009 08 :03 RM LO�rP'}FORA COMM SVCS DIS. 21195204 P. 03 9 standards and the District=s approval, which shall not be unreasonably denied. 2. At the site of the Groundwater Well,the Developer shall construct and 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 fuel tank and automatic switching gear, and appropriate connections, site work,enclosures and other.facilities appurtenant 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, subject to the water-quality requirements described above in paragraph 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 J ack Tone Road to a pressure-control valve with vault and manual isolation valves at the point of commotion 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 teetered services in the Subdivision Property, 5• '.Che District may require the Developer to oversizersize the design and construction of any of the above-described water facilities in order to accomodate 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 9 of this letter. d, 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 million gallons per day) that remains available after discounting any will serve statements that are then outstanding. The Di strict shall confirm the number of units in Phase T that can be served by the remaining capacity in the wastewater treatment plant and disposal system,which number shall not be greater than 73 units. The District acknowledges that the Developer has purchased 73 will serve units previously owned by Sierra Nevada Land Co. 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 Districts wastewater _2_