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Pep Boys#562 <br /> Assessment <br /> Section 66265.192 Requirements <br /> (a)Owners or operators of new tank systems or components shall ensure that the foundation, <br /> structural support,seams,connections,and pressure controls(if applicable)are adequately <br /> designed and that the tank system has sufficient structural strength,compatibility with the <br /> waste(s)to be transferred,stored or treated,and corrosion protection so that it will not <br /> collapse, rupture, or fail.The owner or operator shall obtain a written assessment reviewed and <br /> certified by an independent,qualified, professional engineer,registered in California in <br /> accordance with section 66270.11(d)attesting that the system has sufficient structural integrity, <br /> is acceptable for the transferring,storing and treating of hazardous waste,and that the tanks <br /> and containment system are suitably designed to achieve the requirements of this article.This <br /> assessment shall be obtained prior to placing the tank system in service,and shall be kept on file <br /> at the facility.This assessment shall also include,at a minimum,the following information: <br /> (a)(1) design standard(s)according to which the tank(s)and ancillary equipment are or will be <br /> constructed—See Table ll. The tanks were designed to meet UL 142 Standard.See tank <br /> specifications in Appendix B. <br /> (a)(2)hazardous characteristics of the waste(s)to be handled. The waste oil, waste coolant and <br /> waste water are California hazardous because of toxicity. See Table lll. <br /> (a)(3)for new tank systems or components in which the external shell of a metal tank or any <br /> external metal component of the tank system is or will be in contact with the soil or with water, <br /> a determination by a corrosion expert of: Not applicable. The tanks are located inside a <br /> building, and not in contact with soil or water. <br /> (a)(4)for underground tank system components that are likely to be affected by vehicular <br /> traffic,a determination of design or operational measures that will protect the tank system <br /> against potential damage;and-The tanks are inside a building and not exposed to vehicular <br /> traffic. <br /> (a) (5)design considerations to ensure that: <br /> (a)(5)(A)tank foundations will maintain the load of a full tank. The tanks are on a foundation of <br /> reinforced concrete, 6 to 12 inches thick, depending on location.See Table 1. <br /> 5 <br />