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What is NYC FC § 5706.4.5.9?

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This section defines the requirements for mounded-over tanks, which are treated as underground tanks. It specifies construction standards including wall materials, distances from tank walls, and backfill requirements. Applies to property operators involved in the installation of mounded-over tanks.

General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.

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5706.4.5.9 Mounded-over tanks.

FC § 5706.4.5.9

Mounded-over tanks shall be considered underground tanks. A mounded-over tank may be erected with its base at any desired elevation not higher than the grade plane of the premises. It shall be enclosed with a steel, reinforced-concrete, or closed-face-concrete cribbing wall extending from the established grade to the top of the top cover, with the exterior face of the wall at least 10 feet (3048 mm) from the exterior face of the wall of the tank, and backfilled between the tank and the enclosing wall with compacted clean earth or sand containing no ash or other corrosive substance. The wall and backfill may be replaced with compacted similar fill, extending from the established grade to the level of the top cover on the tank, at the normal angle of repose of the material so used, with the provision that the width of the sloped material at the level of the top of the top cover shall be at least 10 feet (3048 mm) wide. When two or more mounded-over tanks, either rectangular or vertical-cylindrical, are grouped together, the tanks shall be at least 1 foot (305 mm) apart from each other, and the group of tanks shall be enclosed around the periphery with the same type of wall and backfill described above for one mounded-over tank.

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