Laserfiche WebLink
Cal. Code Regs. Title 23, Division 3, Chapter 16, Underground Tank Regulations <br />Article 3. New Underground Storage Tank Design, Construction, and Monitoring Requirements <br />§ 26.30. General Applicability of Article. <br />(a) The requirements in this article apply to owners of new underground storage tanks. In addition, the applicable repair and <br />upgrade requirements in Artielc 6 shall be complied with. <br />(b) Sections 2631 and 2632 specify design, construction, and monitoring requirements for all new underground storage tanks. <br />Sections 2633 and 2634 specify altemate design, construction, and monitoring requirements, in lieu orthose specified in sections <br />2631 and 2632, for underground storage tanks installed before January 1, 1997 which store only motor vehicle fuel. <br />Underground storage tanks constructed pursuant to the requirements specified in section 2633 in lieu of those specified in section <br />2631shall be monitored in accordance with section 2634, <br />(c) All new underground storage tanks, piping, and secondary containment systems shall comply with sections 2635 and 2636 <br />(d) All monitoring equipment used to satisfy the requirements of this article shall meet the requirements of section 2643(f) and <br />shall he installed and maintained such that the equipment is capable of detecting a leak at the earliest possible opportunity. <br />Additionally, all monitoring equipment used to satisfy the requirements of this article shall be installed, calibrated, operated, and <br />maintained in accordance with section 2638. <br />Authority: Sections 25299.3 and 25299.7, Health and Safety Code. <br />Reference; Sections 25281, 25284.1, 25291 and 25292.3, Health and Safety Code; 40 CFR 280.20. <br />§ 2631. Design and Construction Requirements for New Underground Storage Tanks. <br />(a) All new underground storage tanks including associated piping used for the storage of hazardous substances shall have <br />primary and secondary containment. Primary containment shall be product -tight. Secondary containment may be manufactured <br />as an integral part of the primary containment or it may be constructed as a separate containmeltl system. Secondary containment <br />systems shall be designed and constructed such that the secondary containment system can be periodically tested in accordance <br />with section 2637(a). <br />(b) The design and construction of all primary containment including any integral secondary containment system, shall be <br />approved by an independent testing organization in accordance with industry codes, voluntary consensus standards, or <br />engineering standards. All other components used to construct the primary containment system, such as special accessories, <br />fittings, coatings or linings, monitoring systems and level controls shall also be approved by an independent testing organization. <br />This requirement became effective on July 1, 1991 for underground storage tanks; January 1, 1992 for piping; and shall be <br />effective on January 1, 1995 for all other components. The exterior surface of underground storage tanks shall bear a marking, <br />code stamp, or label showing the following minimum information: <br />(t) Engineering standard used; <br />(2) Nominal diameter in feet; <br />(3) Nominal capacity in gallons; <br />(4) Degree of secondary containment; <br />(5) Useable capacity in gallons; <br />(6) Design pressure in psig; <br />(7) Maximum operating temperature in degrees Fahrenheit; <br />(8) Construction materials; <br />(9) Year manufactured; and <br />(10) Identity of manufacturer. <br />(c) A primary containment system with or without an integral secondary containment system shall have wear plates (striker <br />plates) installed, center to center, below all accessible openings. The plates shall be made of steel or other appropriate material if <br />steel is not compatible with the hazardous substance stored. The width of the plate shall be at least eight inches on each side, or <br />shall be equal to the area of the accessible opening or guide tube, whichever is larger. The thickness of the steel plate shall be at <br />least 118 inch and those made of other materials shall be of sufficient thickness to provide equivalent protection. The plate, if <br />under 114 inch thick, shall be rolled to the contours of the underground storage tank and all plates shall be honded or lack welded <br />in place. A drop tubc-mounted bottom protector may fulfill this requirement. <br />