Laserfiche WebLink
14.0 CCR Title 22. §66265.193 —Containment and Detection of Releases <br /> (a) In order to prevent the release of hazardous waste or hazardous constituents to the <br /> environment, secondary containment that meets the requirements of this section shall <br /> be provided (except as provided in subsections (f) and (g) of this section): <br /> (1) for all new tank systems or components, prior to the tank system or component <br /> being put into service.- <br /> (2) <br /> ervice;(2) for all existing tank systems, unless: <br /> (A) the owner or operator is a conditionally exempt small quantity generator as defined <br /> in 40 CFR section 261.5, or a 100 to 1000 kg per month generator as defined in 40 CFR <br /> section 265.201, or <br /> (8) the owner or operator is not subject to regulation in 40 CFR part 265 pursuant to an <br /> exemption in 40 CFR section 265.1; <br /> (3) for tank systems that transfer, store or treat materials that subsequently become <br /> hazardous wastes within two years after the materials become hazardous waste unless <br /> the owner or operator complies with section 40 CFR 265.201 and is one of the <br /> following: <br /> (A) the owner or operator is a conditionally exempt small quantity generator or a 100 to <br /> 1000 kg per month generator, or <br /> (8) the owner or operator is not subject to regulation in 40 CFR part 265 pursuant to an <br /> exemption in 40 CFR section 265.1, but the owner or operator is subject to the <br /> standards of this article. <br /> (b) Secondary containment systems shall be: <br /> (1) designed, installed, and operated to prevent any migration of wastes or accumulated <br /> liquid out of the system to the soil, ground water, or surface water at any time during the <br /> use of the tank system;and <br /> (2) capable of detecting and collecting releases and accumulated liquids until the <br /> collected material is removed. <br /> (c) To meet the requirements of subsection (b) of this section, secondary containment <br /> systems shall be at a minimum: <br /> (1) constructed of or lined with materials that are compatible with the waste(s) to be <br /> placed in the tank system and shall have sufficient strength and thickness to prevent <br /> failure due to pressure gradients (including static head and external hydrological <br /> forces), physical contact with the waste to which they are exposed, climatic conditions, <br /> Hazardous Waste Tank Assessment Report Martin Consulting <br /> Oil Stop,301 W. Kettleman Lane Page 13 of 29 Group,Inc.—Structural Design <br />