NR 664.0193(2)(b)(b) Capable of detecting and collecting releases and accumulated liquids until the collected material is removed.
NR 664.0193(3)(3)To meet the requirements of sub. (2), secondary containment systems shall be at a minimum all of the following:
NR 664.0193(3)(a)(a) Constructed of or lined with materials that are compatible with the wastes to be placed in the tank system and shall have sufficient strength and thickness to prevent failure owing to pressure gradients (including static head and external hydrological forces), physical contact with the waste to which it is exposed, climatic conditions and the stress of daily operation (including stresses from nearby vehicular traffic).
NR 664.0193(3)(b)(b) Placed on a foundation or base capable of providing support to the secondary containment system, resistance to pressure gradients above and below the system and capable of preventing failure due to settlement, compression or uplift.
NR 664.0193(3)(c)(c) Provided with a leak-detection system that is designed and operated so that it will detect the failure of either the primary or secondary containment structure or the presence of any release of hazardous waste or accumulated liquid in the secondary containment system within 24 hours, or at the earliest practicable time if the owner or operator can demonstrate to the department that existing detection technologies or site conditions will not allow detection of a release within 24 hours.
NR 664.0193(3)(d)(d) Sloped or otherwise designed or operated to drain and remove liquids resulting from leaks, spills or precipitation. Spilled or leaked waste and accumulated precipitation shall be removed from the secondary containment system within 24 hours, or in as timely a manner as is possible to prevent harm to human health and the environment, if the owner or operator can demonstrate to the department that removal of the released waste or accumulated precipitation cannot be accomplished within 24 hours.
NR 664.0193 NoteNote: If the collected material is a hazardous waste under ch. NR 661, it is subject to management as a hazardous waste according to all applicable requirements of chs. NR 662, 663, this chapter and 665. If the collected material is discharged through a point source to waters of the state, it is subject to ss. 283.31 and 283.33, Stats. If discharged to a publicly owned treatment works (POTW), it is subject to s. 283.21(2), Stats. If the collected material is released to the environment, it may be subject to the reporting requirements of 40 CFR part 302 and the requirements of s. 292.11, Stats., and chs. NR 706 to 726.
NR 664.0193(4)(4)Secondary containment for tanks shall include one or more of the following devices:
NR 664.0193(4)(a)(a) A liner (external to the tank).
NR 664.0193(4)(b)(b) A vault.
NR 664.0193(4)(c)(c) A double-walled tank.
NR 664.0193(4)(d)(d) An equivalent device as approved by the department.
NR 664.0193(5)(5)In addition to the requirements of subs. (2) to (4), secondary containment systems shall satisfy the following requirements:
NR 664.0193(5)(a)(a) External liner systems shall be all of the following:
NR 664.0193(5)(a)1.1. Designed or operated to contain 100% of the capacity of the largest tank within its boundary.
NR 664.0193(5)(a)2.2. Designed or operated to prevent run-on or infiltration of precipitation into the secondary containment system unless the collection system has sufficient excess capacity to contain run-on or infiltration. The additional capacity shall be sufficient to contain precipitation from a 25-year, 24-hour rainfall event.
NR 664.0193(5)(a)3.3. Free of cracks or gaps.
NR 664.0193(5)(a)4.4. Designed and installed to surround the tank completely and to cover all surrounding earth likely to come into contact with the waste if the waste is released from the tank (i.e., capable of preventing lateral as well as vertical migration of the waste).
NR 664.0193(5)(a)5.5. Provided with an impermeable interior coating or lining that is compatible with the stored waste and that will prevent migration of waste into the concrete.
NR 664.0193(5)(b)(b) Vault systems shall be all of the following:
NR 664.0193(5)(b)1.1. Designed or operated to contain 100% of the capacity of the largest tank within its boundary.
NR 664.0193(5)(b)2.2. Designed or operated to prevent run-on or infiltration of precipitation into the secondary containment system unless the collection system has sufficient excess capacity to contain run-on or infiltration. The additional capacity shall be sufficient to contain precipitation from a 25-year, 24-hour rainfall event.
NR 664.0193(5)(b)3.3. Constructed with chemical-resistant water stops in place at all joints (if any).
NR 664.0193(5)(b)4.4. Provided with an impermeable interior coating or lining that is compatible with the stored waste and that will prevent migration of waste into the concrete.
NR 664.0193(5)(b)5.5. Provided with a means to protect against the formation of and ignition of vapors within the vault, if the waste being stored or treated meets any of the following:
NR 664.0193(5)(b)5.a.a. The definition of ignitable waste under s. NR 661.0021.
NR 664.0193(5)(b)5.b.b. The definition of reactive waste under s. NR 661.0023, and may form an ignitable or explosive vapor.
NR 664.0193(5)(b)6.6. Provided with an exterior moisture barrier or be otherwise designed or operated to prevent migration of moisture into the vault if the vault is subject to hydraulic pressure.
NR 664.0193(5)(c)(c) Double-walled tanks shall be all of the following: