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RECEIVED 05 November 2012 FEB 17 2016 AGE-NC-05-1339 ENVIRONMENTAL Page 9 of 33 HFAI TY r%C 04 PTkACKIT • AST 9: 10,000 gallon, cylindrical, vertical, steel with contents of EC 15W-40; • AST 10: 20,000 gallon, cylindrical, vertical, steel with contents of SAE 30, • AST 11: 20,000 gallon, cylindrical, vertical, steel with contents of SAE 10W-30; • AST 12: 12,000 gallon, rectangular, horizontal, steel with contents of Diesel; • AST 13: 1,000 gallon, rectangular, horizontal, double wall with contents ofwaste oil; • Multiple 275 gallons, rectangular tote, vertical, polyethylene with varied oil contents; • Multiple 55 gallon, cylindrical drums, vertical, steel with varied oil contents; • Multiple 55 gallon, cylindrical drums, vertical, steel with varied fuel contents; and • Multiple 55 gallon, cylindrical drums, vertical, steel with varied oil contents. The facility stores a varying stock of oil drums inside the warehouse. The capacity of the Oil and Water Separator (OWS) is not included in the total storage capacity for the facility since it is used to treat storm water and as a means of secondary _ containment for areas of the facility with potential for an oil discharge outside dikes or berms. The facility vehicles include ten 4,500-gallon transport trucks that are used to deliver product to customers. None of the trucks are parked full overnight, therefore the tanker capacities are not included in the total storage capacity for this facility. 2.10. EVALUATION OF DISCHARGE POTENTIAL The SPCCP includes an evaluation of any discharge potential to adjoining shorelines and/or navigable waters. Potential spills are more likely to occur in the LUA, within the product warehouse, in vehicle fueling areas or in vehicle parking areas. These potential pollutant areas are addressed in the appropriate section of this SPCCP. 2.10.1. Distance to Navigable Waters and Adjoining Shorelines and Flow Paths The nearest navigable water or adjoining shoreline is French Camp Slough, located approximately one mile northwest of the facility. Spill trajectories offsite would travel through overflow of the onsite facility OWS. The spill would be diverted to the subsurface stormwater conduit to a water basin north of Sperry Road, 4,000 feet northwest of the facility. An east to west traversing and unnamed tributary is located at the far north end of Advanced GeoEnvironmental,Inc.