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(2) Hazardous characteristics of the waste(s) to be handled: <br />Stored waste liquids in the waste oil tank are a mixture of motor oil, transmission <br />fluid, brake fluid, and power steering fluid. All of these are classified as type IIIB <br />flammable and combustible liquids per Table B.1 of NFPA Code 30A. <br />These liquids have the following HMIS Hazard Ratings: <br />Health: 1 (slight) <br />Flammability: 1 (slight) <br />Reactivity: 0 (minimal) <br />Stored waste liquids in the used coolant storage tank are not classified by OSHA <br />as combustible. <br />These liquids have the following HMIS Hazard Ratings: <br />Health: 2 (moderate) <br />Flammability: 1 (slight) <br />Reactivity: 0 (minimal) <br />(3) Not Applicable: Tanks are not in contact with soil or water. <br />(4) Protection from Traffic: <br />Both above ground tanks are protected by a row of 6" pipe/concrete bollards from <br />adjacent traffic lanes <br />(5) Design Considerations: <br />(A) Ensure tank foundations will maintain the load of a full tank: <br />The Convault waste oil tank is supported by a 10" reinforced concrete slab. The <br />approximate weight of the tank and contents when full is 18,000 Ib. The floor <br />area supporting the tank is 696 int. The floor load is 25.9 psi. The concrete <br />specification for a typical concrete slab is 3,000 psi, therefore the concrete <br />foundation supporting this waste oil tank is sufficient to support this load. <br />The used coolant tank is supported by a 10" reinforced concrete slab. The <br />approximate weight of the tank and contents when full is 2,314 Ib. The floor area <br />supporting the tank is 1,385 in Z. The floor load is 1.7 psi. The concrete <br />specification for a typical concrete slab is 3,000 psi, therefore the concrete <br />foundation supporting this used coolant tank is sufficient to support this load. <br />(B) Ensure tank systems will be anchored to prevent flotation or dislodgement <br />where the tank system is placed in a saturated zone, or is located within a <br />seismic fault zone: <br />See Appendix C: Foundation Drawing <br />See Appendix D: Hydrostatic and Seismic Analysis <br />