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C. Hazard Evaluation Version :27.10.4 <br /> Other Factors <br /> The actions taken to lessen hazards at the Facility tank farm reduces the probability to a low <br /> potential. Hazard reduction protective measures have been designed into tanks and into the <br /> construction of the Facility. Tanks were designed to industry standards which reduces the <br /> potential for hazards. Based on the care and construction of the tanks, the potential of any <br /> one tank rupturing and emptying product into the secondary containment is low. The potential <br /> of several tanks simultaneously rupturing is very low. <br /> The Facility conforms to good engineering practices in the tank integrity inspection program. <br /> The inspection program reduces the likelihood of leaks. The Facility has not experienced a <br /> failure associated with a tank structure. <br /> Other factors such as unstable soils, Karst topography, etc. are not of concern to this <br /> Facility. <br /> C.5 FACILITY DRAINAGE <br /> Facility drainage outside of the tank farm dike area is partially contained as it enters concrete <br /> strip drains on the loading rack which leads to a underground storage tank, where it is then <br /> pumped into tank 13 until loaded on trucks to be reprocessed at an approved offsite facility. <br /> Throughout the Facility there are no other weirs or valves associated with the Facility's <br /> drainage system, outside of those part of the secondary containment system. Ultimately, <br /> onsite drainage follows the natural site topography and flows off site onto Navy drive. <br /> Shell Supply and Distribution C-11 Stockton Terminal FRP <br /> ©2019 Witt O' Brien's Revision Date:October, 2019 <br />