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f (5) Fire permits may be required prior to occupancy to conduct operations hazardous to life or property. (C.F.C. Section 105.2.1) (6) Mechanical refrigeration systems shall comply with all applicable codes (ammonia, etc.). 2. DEPARTMENT OF PUBLIC WORKS (Staff Contact: Gabriel Karam, 468-3000) a. The Traffic Impact Mitigation Fee will be required for this development. The fee is due and payable at the time of building permit application. The fee currently is $157.45 per daily trip -end generated in the Lockeford area. The fee shall be automatically adjusted July 1 of each year by the Engineering Construction Cost Index as published by the Engineering News Record. A credit may be allowed if it can be verified that the existing development on this site was in operation on or after April 23, 1990. (Resolution R-96-592) b. A copy of the Final Site Plan shall be submitted prior to the release of building permits. c. Verification shall be obtained from the Solid Waste Division (468-3066) that this development has met the requirements of the Waste Plan Format for Development Projects. The Final Site Plan is required upon submittal of verification. 3. DEPARTMENT OF PUBLIC HEALTH SERVICES (Staff Contact Ted Norgard, 468-3443) a. A soil suitability study/nitrate loading study which indicates that the area is suitable for septic tank usage, including winery waste and number of employees and customers, must be performed prior to the issuance of building permits (Development Title Section 9-1105.2[d]). A nitrate loading study is required, and a review fee of $435.00 must be paid at the time of submittal to the Environmental Health Division. The sewage disposal system shall comply with the on-site sewage standards of San Joaquin County prior to approval. A percolation test that meets absorption rates of the manual of septic tank practice or the EPA Design Manual for on-site wastewater treatment and disposal systems is required for each parcel. A permit fee of $87.00 per percolation hole is required. b. The existing private water wells shall be tested for the chemical dibromochloropropane (DBCP) and nitrates prior to the issuance of building permits. Samples are to be taken and analyzed by a State approved laboratory. (Development Title Section 9-1115.7). c. State on revised site plans the maximum number of employees and customers the sewage disposal system is being designed for and that the leach field area will be barricaded so that it cannot be driven over, parked on, or used as a storage area. This leach field area must be used for that specific purpose only and cannot contain any underground utility lines. (Development Title Section 9-1110.4[c][51) d. Obtain discharge requirements from the California Regional Water Quality Control Board, Central Valley Region, prior to development (Water Code, Article 5, Section 13280). e. Open, pump, and backfill the septic tank, seepage pit, or excavation under permit and inspection by the Environmental Health Division to address the relocating of the proposed sewage disposal system. (Development Title Sections 9-1110.3 and 9-1110.4) f. Construction of an individual sewage disposal system under permit and inspection by the Environmental Health Division is required at the time of development as determined by the nitrate loading study. (Development Title Sections 9-1110.3 and 9-1110.4) Conditions of Approval - 4 - UP -01-8