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John L. Funderburg, Principal Planner -2- Community Development Department PA-0700372 (SA) CW-C 12 (maximum width 28 feet), prior to issuance of the occupancy permit. (Development Title Sections 9- 1145 .5 , 9-2409 9-9105 9- 1100 and R-92-814) 3 . The access driveway on Fremont Street shall be improved with the following: • Solid yellow striping along the centerline from the back of sidewalk to 20 feet back inside the propea • 20-foot wide by 12-inch thick white stop bar at the back of sidewalk • Stop sign with "Right Turn Only ' sign attached All signs and markings shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and/or San Joaquin County Standards and shall be shown on the improvement plans which shall be submitted with the final site plan for review and approval prior to release of building permit 4. The proposed project is classified as a Priority Project in the County Phase I National Pollutant Discharge Elimination Permit and must comply with the County Water Quality Control Criteria Plan by filtering, treating or infiltrating the 85s' percentile storm. The project shall comply with the Volume Reduction/Low Impact Development and treatment strategies outlined in the "Final Stormwater Quality Control Criteria Plan, March 2009" manual. 5 . All construction activities on this parcel shall comply with the San Joaquin County Small Construction Site Best Management Practices Manual. A San Joaquin County Stormwater Discharge Permit shall be required for this project. NPDES fees shall apply and shall be paid prior to issuance of Building Permit. 6. The California Stormwater Quality Association (CASQA) Best Management Practices Guidelines for Retail Gasoline Outlets shall be used on this project. 7. The Fuel dispensing and trash areas shall be designed to prevent run-on/runoff of stormwater and shall be covered. 8 . All storm drainage directed to any offsite system will be restricted so as not to exceed the runoff generated from the previously existing site improvements (single family residential use) . Storm drainage runoff in excess of existing shall be retained onsite and to prevent off-site sediment transport and contamination of groundwater. Underground retention system design (including a percolation test) shall be submitted for review and approval. Final design shall be similar to a Contech Chambermaxx system or equal, i.e. not a custom "french drain" design . Additional underground retention system standards apply and will be used in plan check for final submittal. 9. The Traffic Impact Mitigation Fee shall be required for this development. The fee is due and payable at the time of building permit application. The fee shall be automatically adjusted July 1 of each year by the Engineering Construction Cost Index as published by the Engineering News Record. (Resolution R-00- 433 ) 10 . The Regional Traffic Impact Fee shall be required for this development. The fee is due and payable at the time of building permit application. The fee is based on the current schedule. (Resolution R-06-38) 11 . The Water Supply Facilities Impact Mitigation Fee shall be required for this development. The fee is due and payable prior to issuance of the building permit. The fee shall be automatically increased on January I of each year through the year 2015 at the rate of 4. 55 percent. (Development Title Section 9-818 .4 and Resolutions R-91 -327, R-94-185 and R-97-5) 12 . A copy of the Final Site Plan shall be submitted prior to release of building permit.