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Table 2 Spill Prediction Maximum Potential Storage or Potential Spill Flow Usage Area Spill Scenario Spill Rate Potential Flow Direction Quantity (gallons per (gallons) minute) Tank leaks,ruptures,and overfill would be contained in the 120,000 Tank Loading 7,600 gallon containment area. The defueling shelter drain adjacent to the tanks would collect spills occurring during tank loading operations. Bulk Fuel Tank Leak or Rupture 80,000 The drain flows to an oil/water separator which is connected to a 4,000 Tank Farm Varies gallon waste oil tank and to the 120,000 gallon containment area. Tank Overfill Variable Underground piping is double-walled. Uncontained spills would flow onto the concrete or grassy/dirt area surrounding the Terminal or enter Piping Rupture or Leak 80,000 the City storm water drainage system. The only waterway near the facility is a canal to the north of the Terminal. UST Spills would be contained by the concrete parking lot or at spill control Loading/ points prior to entering the city drainage system. Spills occurring Unloading Tank Overfill 5,000 Varies during unloading would be immediately apparent to the tanker truck Area driver and facility personnel and mats would be deployed to cover drains. Inspection Vehicle overfill 80,000 Area Spills would be contained and cleaned inside the building structure. Portable storage container 150 Varies Large spills could flow to the 1,000 gallon oil/water separator to the leak or rupture southeast of the building. Uncontained spills could flow into the City's sanitary sewer system. Piping Rupture or Leak 80,000 Container Rupture or 150 Leak Spills would be contained and cleaned inside the building structure. Maintenance Large spills could flow to the 1,000 gallon oil/water separator to the Shop Container overfill 150 Varies southeast of the building. Uncontained spills could flow into the City's sanitary sewer system. Piping Rupture or Leak 10,000 T-4