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flow characteristics. Drainage from the project site shall be to roadside ditches and discharged to the existing drainage swale through the property. The drainage swale shall be cleaned and improved. The roadside ditches and drainage swale shall be sized to limit the off-site drainage from the project to predevelopment flow rates. e. Street lighting shall be provided for the intersection of Jahant Road and Hacienda Drive and for the cul-de-sac. (Development Title Section 9-1150.11) f. The property shall annex to County Service Area No.49 prior to approval of the Final Map to provide for the operation, maintenance,and improvement of the street lighting facilities. (Development Title Section 9-1100.4) g. The Traffic Impact Mitigation Fee will be required when the parcels are developed. The fee is due and payable at the time of building permit application. The fee currently is $2,235.00 per single-family dwelling unit 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. (Resolutions R-90-304 & R-91-1025) h. This subdivision is approved for recording as a single unit. Phasing is not approved. (Development Title Section 9-1100.3) I. A Preliminary Soils Report is required in accordance with County standards for the purpose of determining the R-Value for the design of the roads. (Development Title Section 9-910.2) j. All utilities shall be underground except power transmission facilities of 35 KV or greater. Public utility easements shall be provided along the road frontage of the subdivision and as required by the public utility companies. (Development Title Section 9-1155.2) k. All traffic signs and markings shall conform to the Manual on Uniform Traffic Control Devices and San Joaquin County standards, and they shall be shown on the improvement plans. (Development Title Section 9-1150.2) 3. PUBLIC HEALTH SERVICES: a. A soil suitability study as required by Section 10100 of the San Joaquin County Development Code shall be performed prior to approval of the Final Map to indicate that the area is suitable for septic tank usage. Each parcel will require a percolation test. b. The existing private water wells shallbe tested for the chemical Dibromochloropropane (DBCP) and nitrates prior to approval of the Final Map. Samples are to be taken and run by a State-approved lab. C. A sewage disposal area as indicated by the septic tank suitability study and/or percolation tests shall be shown for each parcel on the final subdivision improvement plans. d. Construct individual sewage disposal systems under a permit and inspection by the Environmental Health Division at the time of development. (Ordinance Code Section 5- 3003) Amended Conditions - 2 - SU-92-14