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The following features would be incorporated into the design of the <br /> facility. <br /> • All oil tanks would be bolted onto raised concrete pads; <br /> • A dike around waste oil recovery area to contain spilled <br /> material ; <br /> • Cut-off mechanisms, high tank level alarms and overflow lines <br /> would control tank levels; and <br /> • A polyethylene membrane would be placed between the tanks and <br /> concrete pads. <br /> If a spill occurs, the material and rinse water would be collected <br /> and pumped to a resource recovery sump. The water and oil would then - - <br /> separated, oil returned to the system and water evaporated in a dryer. <br /> This issue is addressed in more detail in the Hydrology/Water Quality <br /> section of Chapter 3. <br /> M <br /> Due to the design of the facility, the proposed operating proce- <br /> dures and the Emergency Contingency Plan, none of the aforementioned <br /> potential impacts are expected to occur. If the facility is built and <br /> operated as designed, there should be no significant leakage of oil or <br /> organic matter into the soil , water or air (see Air Quality section of <br /> Chapter 3 for details) beyond the site. Proposed equipment, training an <br /> inspections should prevent accidents but if a severe fire does occur, the <br /> Emergency Contingency Plan appears adequate to minimize or prevent <br /> significant impacts. <br /> M <br /> Further details on the above mitigation measures may be found in <br /> the Operations Plan. <br /> Impact 4 - 57udge Disposal Demands <br /> The facility's waste oil recovery system would generate approxi , <br /> mately 140 gallons of sludge every two weeks or the equivalent of 3,01 ' <br /> gallons per year (based on 43 weeks per year operation) or 13.5 tons per <br /> year, assuming that each gallon of sludge would weigh approximately nine <br /> 3-78 <br /> 104-9.R3 4/11/89 <br />