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s t ti� Conditions Use Permit Application No. UP-99-17 was approved by the San Joaquin County Board of Supervisors on May 9, 2000. The effective date of approval is May 9, 2000. This appavlal will expire on November 8, 2001,which is 18 months from the effective date of app o unless (1) all Conditions of Approval have been complied with, (2) all necessary building permits have been secured and remain in force, and (3) all necessary permits from other agencies have been secured and remain in force. Unles's otherwise specified, all Conditions of Approval and Ordinance requirements shall be fulfilled prior to the establishment of the use and the issuance of any building permits. Those Conditions followed by a Section Number have been identified as Ordinance requirements pertinent to this application. Ordinance requirements cannot be modified, and other Ordinance requirements may apply. 1. COMMUNITY DEVELOPMENT DEPARTMENT(Staff Contact: Tom Gau, 468-2344) a. APPROVED USE: The approval is for the Austin Road Landfill Expansion Project and is described in Final Supplement of Environmental Impact Report No. ER-99-2, State Clearinghouse No. 90020718. b. IMPROVEMENT PLAN: The Site Plan must be prepared by a registered civil engineer or licensed architect and must show drainage, driveway access details (including gates), on-site parking, landscaping, signs, existing and proposed utility services, and grading (refer to the"Site Plan Check List" for details). A fee is required for the Site Plan review. (Development Title Section 9-884) c. BUSINESS LICENSE: The applicant shall secure an approved Business License prior to the initiation of the use. The Business License may be applied for concurrently with the building permit application. (County Ordinance Code Section 7-1000) M d. STORM DRAINAGE: Storm drainage shall be provided for as follows: (1) The surface water conveyance system, including the detention pond, would be designed to handle the 100-year storm. (2) Storm water runoff from the working face would be collected at the edges of the landfill and routed to the perimeter leachate collection trenches. (3) The timing of the pumped discharge from the detention ponds must not occur with the peak flow rate of Little Johns Creek, as this would impact downstream locations by increasing the flood hazard. Telemetry, which monitors the flow in the Creek to determine the peak, would then be used to coordinate the start up of the pumps (see Final Supplemental EIR K.3, Environmental Impact and Mitigation). e. WATER QUALITY: To protect from groundwater contamination because of a failure of ` the liner and/or leachate collection system, the following measures shall be implemented: (1) Landfill design includes a separation between the liner and groundwater that meets all regulatory standards. (2) The liner and leachate collection systems for the expansion have been designed to meet or exceed the regulatory requirements. k (3) The project includes a leak detection system, a series of secondary collection trenches beneath the liner and directly under the leachate collection trenches. I