NR 665.0229(2)(d)(d) The certification and the basis for it are maintained at the facility. NR 665.0229(3)(3) The surface impoundment is used solely for emergencies. NR 665.0229 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06; CR 19-082: am. (1) (a) Register August 2020 No. 776, eff. 9-1-20. NR 665.0230NR 665.0230 Special requirements for incompatible wastes. Incompatible wastes, or incompatible wastes and materials, (see ch. NR 665 Appendix V for examples) may not be placed in the same surface impoundment, unless s. NR 665.0017 (2) is complied with. NR 665.0230 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06; correction made under s. 13.92 (4) (b) 7., Stats., Register March 2013 No. 687. NR 665.0231NR 665.0231 Air emission standards. The owner or operator shall manage all hazardous waste placed in a surface impoundment in accordance with the applicable requirements of subchs. BB and CC. NR 665.0231 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0250NR 665.0250 Applicability. This subchapter applies to owners and operators of facilities that treat or store hazardous waste in piles, except as s. NR 665.0001 provides otherwise. Alternatively, a pile of hazardous waste may be managed as a landfill under subchapter N. NR 665.0250 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0251NR 665.0251 Protection from wind. The owner or operator of a pile containing hazardous waste which could be subject to dispersal by wind shall cover or otherwise manage the pile so that wind dispersal is controlled. NR 665.0251 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0252NR 665.0252 Waste analysis. In addition to the waste analyses required by s. NR 665.0013, the owner or operator shall analyze a representative sample of waste from each incoming movement before adding the waste to any existing pile, unless the only wastes the facility receives which are amenable to piling are compatible with each other, or the waste received is compatible with the waste in the pile to which it is to be added. The analysis conducted shall be capable of differentiating between the types of hazardous waste the owner or operator places in piles, so that mixing of incompatible waste does not inadvertently occur. The analysis shall include a visual comparison of color and texture. NR 665.0252 NoteNote: As required by s. NR 665.0013, the waste analysis plan shall include analyses needed to comply with ss. NR 665.0256 and 665.0257. As required by s. NR 665.0073, the owner or operator shall place the results of this analysis in the operating record of the facility. NR 665.0252 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0253NR 665.0253 Containment. If leachate or run-off from a pile is a hazardous waste, the owner or operator shall comply with sub. (1) or (2): NR 665.0253(1)(a)(a) The pile shall be placed on an impermeable base that is compatible with the waste under the conditions of treatment or storage. NR 665.0253(1)(b)(b) The owner or operator shall design, construct, operate and maintain a run-on control system capable of preventing flow onto the active portion of the pile during peak discharge from at least a 25-year storm. NR 665.0253(1)(c)(c) The owner or operator shall design, construct, operate and maintain a run-off management system to collect and control at least the water volume resulting from a 24-hour, 25-year storm. NR 665.0253(1)(d)(d) Collection and holding facilities (e.g., tanks or basins) associated with run-on and run-off control systems shall be emptied or otherwise managed expeditiously to maintain design capacity of the system. NR 665.0253(2)(a)(a) The pile shall be protected from precipitation and run-on by some other means. NR 665.0253(2)(b)(b) No liquids or wastes containing free liquids may be placed in the pile. NR 665.0253 NoteNote: If collected leachate or run-off is discharged through a point source to waters of the state, it is subject to the requirements of ss. 283.31 and 283.33, Stats. NR 665.0253 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0254NR 665.0254 Design and operating requirements. The owner or operator of each new waste pile on which construction commences after June 1, 1995, each lateral expansion of a waste pile unit on which construction commences after June 1, 1995 and each replacement of an existing waste pile unit that is to commence reuse after June 1, 1995 shall install 2 or more liners and a leachate collection and removal system above and between the liners, and operate the leachate collection and removal systems in accordance with s. NR 664.0251 (3), unless exempted under s. NR 664.0251 (4), (5) or (6), and shall comply with the procedures of s. NR 665.0221 (2). “Construction commences” is as defined in s. NR 660.10 under “existing facility”. NR 665.0254 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0255(1)(1) The owner or operator of waste pile units subject to s. NR 665.0254 shall submit a proposed action leakage rate to the department when submitting the notice required under s. NR 665.0254. Within 60 days of receipt of the notification, the department shall establish an action leakage rate, either as proposed by the owner or operator or modified using the criteria in this section, or extend the review period for up to 30 days. If no action is taken by the department before the original 60 or extended 90 day review periods, the action leakage rate shall be approved as proposed by the owner or operator. NR 665.0255(2)(2) The department shall approve an action leakage rate for waste pile units subject to s. NR 665.0254. The action leakage rate is the maximum design flow rate that the leak detection system can remove without the fluid head on the bottom liner exceeding one foot. The action leakage rate shall include an adequate safety margin to allow for uncertainties in the design (e.g., slope, hydraulic conductivity, thickness of drainage material), construction, operation and location of the leak detection system, waste and leachate characteristics, likelihood and amounts of other sources of liquids in the leak detection system and proposed response actions (e.g., the action leakage rate shall consider decreases in the flow capacity of the system over time resulting from siltation and clogging, rib layover and creep of synthetic components of the system, overburden pressures, etc.). NR 665.0255(3)(3) To determine if the action leakage rate has been exceeded, the owner or operator shall convert the weekly flow rate from the monitoring data obtained under s. NR 665.0260, to an average daily flow rate (gallons per acre per day) for each sump. Unless the department approves a different calculation, the average daily flow rate for each sump shall be calculated weekly during the active life and closure period. NR 665.0255 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0256NR 665.0256 Special requirements for ignitable or reactive waste. Ignitable or reactive waste may not be placed in a pile unless the waste and pile satisfy all applicable requirements of ch. NR 668, and either of the following: NR 665.0256(2)(2) The waste is managed in such a way that it is protected from any material or conditions which may cause it to ignite or react. NR 665.0256 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06; CR 19-082: am. (1) Register August 2020 No. 776, eff. 9-1-20. NR 665.0257NR 665.0257 Special requirements for incompatible wastes. NR 665.0257(2)(2) A pile of hazardous waste that is incompatible with any waste or other material stored nearby in other containers, piles, open tanks or surface impoundments shall be separated from the other materials, or protected from them by means of a dike, berm, wall or other device. NR 665.0257 NoteNote: The purpose of this is to prevent fires, explosions, gaseous emissions, leaching or other discharge of hazardous waste or hazardous waste constituents which could result from the contact or mixing of incompatible wastes or materials.
NR 665.0257(3)(3) Hazardous waste may not be piled on the same area where incompatible wastes or materials were previously piled, unless that area has been decontaminated sufficiently to ensure compliance with s. NR 665.0017 (2). NR 665.0257 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06; correction in (1) made under s. 13.92 (4) (b) 7., Stats., Register March 2013 No. 687. NR 665.0258(1)(1) At closure, the owner or operator shall remove or decontaminate all waste residues, contaminated containment system components (liners, etc.), contaminated subsoils and structures and equipment contaminated with waste and leachate, and manage them as hazardous waste unless s. NR 661.0003 (4) applies. NR 665.0258(2)(2) If, after removing or decontaminating all residues and making all reasonable efforts to effect removal or decontamination of contaminated components, subsoils, structures and equipment as required in sub. (1), the owner or operator finds that not all contaminated subsoils can be practicably removed or decontaminated, the owner or operator shall close the facility and perform long-term care in accordance with the closure and long-term care requirements that apply to landfills (s. NR 665.0310). NR 665.0258 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06; CR 19-082: am. (1) Register August 2020 No. 776, eff. 9-1-20. NR 665.0259(1)(1) The owner or operator of waste pile units subject to s. NR 665.0254 shall develop and keep on-site until closure of the facility a response action plan. The response action plan shall set forth the actions to be taken if the action leakage rate has been exceeded. At a minimum, the response action plan shall describe the actions specified in sub. (2). NR 665.0259(2)(2) If the flow rate into the leak detection system exceeds the action leakage rate for any sump, the owner or operator shall do all of the following: NR 665.0259(2)(a)(a) Notify the department in writing of the exceedence within 7 days of the determination. NR 665.0259(2)(b)(b) Submit a preliminary written assessment to the department within 14 days of the determination, as to the amount of liquids, likely sources of liquids, possible location, size and cause of any leaks and short-term actions taken and planned. NR 665.0259(2)(c)(c) Determine to the extent practicable the location, size and cause of any leak. NR 665.0259(2)(d)(d) Determine whether waste receipts should cease or be curtailed, whether any waste should be removed from the unit for inspection, repairs or controls and whether or not the unit should be closed. NR 665.0259(2)(e)(e) Determine any other short-term and longer-term actions to be taken to mitigate or stop any leaks. NR 665.0259(2)(f)(f) Within 30 days after the notification that the action leakage rate has been exceeded, submit to the department the results of the analyses specified in pars. (c), (d) and (e), the results of actions taken and actions planned. Monthly thereafter, as long as the flow rate in the leak detection system exceeds the action leakage rate, the owner or operator shall submit to the department a report summarizing the results of any remedial actions taken and actions planned. NR 665.0259(3)(a)2.2. Conduct a fingerprint, hazardous constituent or other analyses of the liquids in the leak detection system to identify the source of liquids and possible location of any leaks, and the hazard and mobility of the liquid. NR 665.0259(3)(a)3.3. Assess the seriousness of any leaks in terms of potential for escaping into the environment. NR 665.0259 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06; CR 16-007: am. (1) Register July 2017 No. 739, eff. 8-1-17. NR 665.0260NR 665.0260 Monitoring and inspection. An owner or operator required to have a leak detection system under s. NR 665.0254 shall record the amount of liquids removed from each leak detection system sump at least once each week during the active life and closure period. NR 665.0260 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0270NR 665.0270 Applicability. Land treatment of any hazardous waste is prohibited. The Department may not grant a variance under s. 291.31, Stats., to allow land treatment of any hazardous waste, as identified or listed in ch. NR 661. NR 665.0270 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0300NR 665.0300 Applicability. This subchapter applies to owners and operators of facilities that dispose of hazardous waste in landfills, except as s. NR 665.0001 provides otherwise. A waste pile used as a disposal facility is a landfill and is governed by this subchapter. NR 665.0300 HistoryHistory: CR 05-032: cr. Register July 2006 No. 607, eff. 8-1-06. NR 665.0301NR 665.0301 Design and operating requirements. NR 665.0301(1)(1) The owner or operator of each new landfill unit, each lateral expansion of a landfill unit, and each replacement of an existing landfill unit shall install 2 or more liners and a leachate collection and removal system above and between the liners, and operate the leachate collection and removal systems in accordance with s. NR 664.0301 (3), unless exempted under s. NR 664.0301 (4), (5), or (6). NR 665.0301(2)(2) The owner or operator of each unit referred to in sub. (1) shall notify the department at least 60 days prior to receiving waste. The owner or operator of each facility submitting notice shall file a feasibility and plan of operation report within 6 months after the department receives the notice. NR 665.0301(3)(3) The owner or operator of any replacement landfill unit is exempt from sub. (1) if both of the following apply: NR 665.0301(3)(b)(b) There is no reason to believe that the liner is not functioning as designed. NR 665.0301(4)(4) The double liner requirement in sub. (1) may be waived by the department for any monofill, if pars. (a) and (b) 1. or 2. apply: NR 665.0301(4)(a)(a) The monofill contains only hazardous wastes from foundry furnace emission controls or metal casting molding sand, and the wastes do not contain constituents which would render the wastes hazardous for reasons other than the toxicity characteristic in s. NR 661.0024, with EPA hazardous waste numbers D004 to D017. NR 665.0301(4)(b)1.a.a. The monofill has at least one liner for which there is no evidence that the liner is leaking. NR 665.0301(4)(b)1.c.c. The monofill is in compliance with generally applicable groundwater monitoring requirements for facilities with operating licenses under s. 291.25, Stats. NR 665.0301(4)(b)2.2. The owner or operator demonstrates that the monofill is located, designed and operated so as to assure that there will be no migration of any hazardous constituent into groundwater or surface water at any future time. NR 665.0301(5)(5) In the case of any unit in which the liner and leachate collection system has been installed pursuant to the requirements of sub. (1) and in good faith compliance with sub. (1) and with guidance documents governing liners and leachate collection systems under sub. (1), no liner or leachate collection system which is different from that which was so installed pursuant to sub. (1) will be required for the unit by the department when issuing the first operating license to the facility, except that the department will not be precluded from requiring installation of a new liner when the department has reason to believe that any liner installed pursuant to the requirements of sub. (1) is leaking. NR 665.0301(6)(6) The owner or operator shall design, construct, operate and maintain a run-on control system capable of preventing flow onto the active portion of the landfill during peak discharge from at least a 25-year storm. NR 665.0301(7)(7) The owner or operator shall design, construct, operate and maintain a run-off management system to collect and control at least the water volume resulting from a 24-hour, 25-year storm. NR 665.0301(8)(8) Collection and holding facilities (e.g., tanks or basins) associated with run-on and run-off control systems shall be emptied or otherwise managed expeditiously after storms to maintain design capacity of the system.
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