Applicability. This regulation applies to owners and operators of facilities that dispose of hazardous waste in landfills, except as Regulation .01 of this chapter provides otherwise. Design and Operating Requirements. Any landfill not covered by §B(3) of this regulation or COMAR 26.13.06.22C shall have a liner system for all portions of the landfill, except for existing portions of the landfill. The liner system shall: Have a liner that is designed, constructed, and installed to prevent any migration of wastes out of the landfill to the adjacent subsurface soil or ground water or surface water at any time during the active life, including the closure period, of the landfill. The liner shall be constructed of materials that prevent wastes from passing into the liner during the active life of the facility. The liner shall be: Constructed of materials that have appropriate chemical properties and sufficient strength and thickness to prevent failure due to pressure gradients, including static head external hydrogeologic forces, physical contact with the waste or leachate to which they are exposed, climatic conditions, the stress of installation, and the stress of daily operation; Placed upon a foundation or base capable of providing support to the liner and resistance to pressure gradients above and below the liner to prevent failure of the liner due to settlement, compression, or uplift; Installed to cover all surrounding earth likely to be in contact with the waste or leachate; and Located entirely above natural seasonal high water table. Minimal distance will be specified by the Secretary in the permit. Have a leachate collection and removal system immediately above the liner that is designed, constructed, maintained, and operated to collect and remove leachate from the landfill. The Secretary will specify design and operating conditions in the permit to ensure that the leachate depth over the liner does not exceed 30 cm (1 foot). The leachate collection and removal system shall be: Constructed of materials that are chemically resistant to the waste managed in the landfill and the leachate expected to be generated, and of sufficient strength and thickness to prevent collapse under the pressures exerted by overlying wastes, waste cover materials, and by any equipment used at the landfill; and Designed and operated to function without clogging through the scheduled closure of the landfill. Be located in a geohydrologic setting which is compatible with hazardous waste land disposal as determined by the Secretary. Compatibility criteria shall include but not be limited to the: Attenuative capacity of the in-situ soils; Hydraulic conductivity of the in-situ soils; Thickness and classification of in-situ soils; and Water table surface or potentiometric surface of each aquifer within 50 feet of the facility boundaries. The owner or operator will be exempted from the requirements of §B(1) of this regulation if the Secretary finds, based on a demonstration by the owner or operator, that alternative design and operating practices, together with location characteristics, will prevent the migration of any hazardous constituents (see Regulation .06-1B of this chapter) into the ground water or surface water at any future time. In deciding whether to grant an exemption, the Secretary shall consider: The nature and quantity of the wastes; The proposed alternate design and operation; The hydrogeologic setting of the facility, including the attenuative capacity and thickness of the liners and soils present between the landfill and ground water or surface waters; and All other factors which would influence the quality and mobility of the leachate produced and the potential for it to migrate to ground water or surface water. The owner or operator of each new landfill, each new landfill unit at an existing facility, each replacement of an existing landfill unit, and each lateral expansion of an existing landfill unit, shall install two or more liners and a leachate collection and removal system above and between the liners, subject to the following: The liners and leachate collection systems shall protect human health and the environment; The liner system shall include: A top liner designed, operated, and constructed of materials to prevent the migration of any constituent into the liner during the period the facility remains in operation, including any post-closure monitoring period; and A composite bottom liner, consisting of at least two components, that satisfies the requirements of §B(3)(c) and (d) of this regulation; The upper component of a composite bottom liner shall be designed and constructed to prevent the migration of any constituent into the upper component during the active life of the landfill and the post-closure care period; The lower component of a composite bottom liner shall be: Designed and constructed of materials to minimize the migration of hazardous constituents if a breach in the upper component were to occur; and Constructed of at least a 3-foot thick layer of recompacted clay or other natural material with a hydraulic conductivity of no more than 1 x 10-7 centimeter per second; The liners shall meet the requirements of §B(1)(a) of this regulation; and The leachate collection and removal system immediately above the top liner shall be designed, constructed, operated, and maintained: To collect and remove leachate from the landfill during the active life and post-closure care period; In accordance with conditions specified by the Department in the facility permit to ensure that the leachate depth over the liner does not exceed 30 centimeters (1 foot); and In compliance with the requirements of 40 CFR §264.301(c)(3)(iii) and (iv), and the requirements of §D of this regulation. The Secretary may approve substitution of alterative design and operating practices for the requirements of §B(3) of this regulation if the owner or operator demonstrates to the Secretary that alternative design and operating practices, together with location characteristics, will: Prevent the migration of any hazardous constituent into the ground water or surface water at least as effectively as the liners and leachate collection and removal systems specified in §§B(3) and D of this regulation; and Allow detection of leaks of hazardous constituents through the top liner at least as effectively as the leak detection system required by §D(2) of this regulation. The double liner requirement set forth in §B(3) of this regulation may be waived by the Secretary for any monofill, if: The monofill contains only hazardous wastes from foundry furnace emission controls or metal casting molding sand, and these wastes do not contain constituents which would render the wastes hazardous for reasons other than exhibiting the toxicity characteristic in COMAR 26.13.02.14 for one or more of EPA hazardous waste numbers D004—D017; and One of the following applies: The monofill has at least one liner for which there is no evidence that the liner is leaking, the monofill is located more than 1/4 mile from an underground source of drinking water, as defined in 40 CFR §144.3, and the monofill is in compliance with generally applicable ground water monitoring requirements for facilities with permits under COMAR 26.13.07; or 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 ground water or surface water at any future time. 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. 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. Collection and holding facilities (for example, 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. If the landfill contains any particulate matter which may be subject to wind dispersal, the owner or operator shall cover or otherwise manage the landfill to control wind dispersal. The Secretary will specify in the permit all design and operating practices that are necessary to ensure that the requirements of this section are satisfied. Monitoring and Inspection. The owner or operator shall: Inspect, during construction or installation, liners, except in the case of existing portions of liners exempt from §B of this regulation, and cover systems such as membranes, sheets, or coatings for uniformity, damage, and imperfections, such as holes, cracks, thin spots, or foreign materials; Inspect, immediately after construction or installation: Synthetic liners and covers to ensure tight seams and joints and the absence of tears, punctures, or blisters; and Soil-based and admixed liners and covers for imperfections including lenses, cracks, channels, root holes, or other structural non-uniformities that may cause an increase in the permeability of the liner or cover; While a landfill is in operation, inspect the landfill weekly and after storms to detect evidence of any of the following: Deterioration, malfunctions, or improper operation of run-on and run-off control systems; The presence of liquids in leak detection systems; Proper functioning of wind dispersal control system, when present; and The presence of leachate in and proper functioning of leachate collection and removal systems, when present; and For a landfill required to have a leak detection system under §B(3) or (4) of this regulation: During the active life and closure period of the landfill, record the amount of liquids removed from each leak detection sump at least once each week; and After the final cover is installed, record the amount of liquid removed from each leak detection system sump in accordance with the schedule specified in 40 CFR §264.303(c), substituting “Secretary” for “Regional Administrator”. Leachate Collection and Removal System and Leak Detection. This section establishes requirements for a leachate collection and removal system required by §B(3) of this regulation. A leachate collection and removal system identified in §D(1) of this regulation is: Also a leak detection system; and Required to be capable of detecting, collecting, and removing leaks of hazardous constituents at the earliest practicable time through all areas of the top liner likely to be exposed to waste or leachate during the active life and post-closure care period. Except as provided in §B(4) of this regulation, the owner or operator shall ensure that a leak detection system is, at a minimum, designed, constructed, and operated in compliance with the requirements of 40 CFR §264.301(c)(3)(i)—(v), (4), and (5). Action Leakage Rate. This section establishes requirements concerning the maximum design flow rate that the leak detection system required by §B(3) or (4) of this regulation can remove without the fluid level on the bottom of the liner exceeding 1 foot. For the purposes of this section, “action leakage rate” means the maximum design flow rate described in §E(1) of this regulation. The owner or operator shall provide the Department with information that the Department considers necessary for the specification of a valid action leakage rate that incorporates an adequate margin of safety to allow for uncertainties, as described in §E(4) of this regulation. For a landfill subject to §B(3) of this regulation, the Department shall specify an action leakage rate that: Includes an adequate safety margin, considering: Uncertainties in the design, construction, operation, and location of the leak detection system; The characteristics of the waste and leachate; The likelihood that other sources may contribute to liquids in the leak detection system, and the amounts of these liquids from other sources; and Proposed response actions; and If exceeded, obligates the owner or operator to respond as provided in §F of this regulation. To determine if the action leakage rate has been exceeded, the owner or operator shall: Convert the weekly or monthly flow rate from the monitoring data obtained in accordance with §C(4) of this regulation to an average daily flow rate in gallons per acre per day for each sump; and Unless the Department approves a different calculation, calculate the average daily flow rate for each sump: Each week, during the active life and closure period; and Monthly during the post-closure care period if monthly monitoring is required under 40 CFR §264.303(c). Response Action Plan. Before managing waste in a landfill subject to §B(3) or (4) of this regulation, the owner or operator shall: Develop a response action plan that: Specifies the actions that will be taken if the action leakage rate has been exceeded; and Meets the requirements of §F(2) of this regulation; and Obtain the approval of the Department for the response action plan. The owner or operator shall ensure that the response action plan: At a minimum, describes the actions specified in 40 CFR §264.304(b), except that, in complying with 40 CFR §264.304(b), the owner or operator shall substitute “the Department” for “the Regional Administrator”; and Incorporates the procedures in 40 CFR §264.304(c). If the action leakage rate specified under §E of this regulation is exceeded, the owner or operator shall respond as specified in the approved response action plan. (Reserved) Surveying and Record keeping. The owner or operator of a landfill shall maintain the following items in the operating record required under Regulation .05D: On a map, the exact location and dimensions, including depth of each cell with respect to permanently surveyed benchmarks; and The contents of each cell and the approximate location of each hazardous waste type within each cell. Closure and Post-Closure Care. At final closure of the landfill or upon closure of any cell the owner or operator shall cover the landfill or cell with a final cover designed and constructed to: Provide long-term minimization of migration of liquids through the closed landfill; Function with minimum maintenance; Promote drainage and minimize erosion or abrasion of the cover; Accommodate settling and subsidence so that the cover's integrity is maintained; and Have a permeability less than or equal to the permeability of any bottom liner system or natural subsoils present. After final closure, the owner or operator shall comply with all post-closure requirements, contained in Regulation .07G—J of this chapter, including maintenance and monitoring throughout the post-closure care period. The owner or operator shall: Maintain the integrity and effectiveness of the final cover, including making repairs to the cap as necessary to correct the effects of settling, subsidence, erosion, or other events; Continue to operate the leachate collection and removal system: During post-closure period; or Until leachate is no longer detected; Maintain and monitor the ground water monitoring system and comply with all other applicable requirements of Regulations .06—.06-7 of this chapter; Prevent run-on and run-off from eroding or otherwise damaging the final cover; Protect and maintain surveyed benchmarks used in complying with §I of this regulation; Maintain and monitor the leak detection system in accordance with 40 CFR §264.301(c)(3)(iv) and §C(4) of this regulation; and Comply with all applicable leak detection system requirements of this chapter. Reserved. Special Requirements for Ignitable or Reactive Waste. Except as provided in §L(1)(b) of this regulation, a person may not place ignitable or reactive waste in a landfill, unless the waste is treated, rendered, or mixed before or immediately after placement in the landfill so that: The resulting waste, mixture, or dissolution of material no longer meets the definition of ignitable or reactive waste under COMAR 26.13.02.11 or .13; and Regulation .02H(2) of this chapter is complied with. Except for prohibited wastes as described in COMAR 26.13.09.02B that remain subject to treatment standards in 40 CFR Part 268, Subpart D, a person may place a container of an ignitable waste in a landfill without meeting the requirements of §L(1) of this regulation if the waste is: Disposed of in a manner that protects the waste from any materials or conditions that may cause the waste to ignite; Contained within a nonleaking container; Carefully handled and placed so as to avoid heat, sparks, rupture, or any other condition that might cause ignition of the waste; Covered daily with soil or other noncombustible material to minimize the potential for ignition of the waste; and Not disposed of in cells that contain or will contain other wastes that that may generate heat sufficient to cause ignition of the waste. Special Requirements for Incompatible Wastes. Incompatible wastes, or incompatible wastes and materials (see Regulation .24 of this chapter for example), may not be placed in the same landfill cell, unless Regulation .02H(2) of this chapter is complied with. Special Requirements for Liquid Waste. Liquids in Landfills Prohibition. A person may not place waste which contains free liquids in a landfill, including bulk waste, non-containerized waste, or waste in containers. The prohibition of §N(1)(a) of this regulation applies regardless of whether sorbents have been added to the waste. To demonstrate the absence or presence of free liquids, a person shall use Method 9095, Paint Filter Liquids Test, as described in “Test Methods for Evaluating Solid Waste, Physical/Chemical Methods”, EPA Publication SW-846, which is incorporated by reference in COMAR 26.13.01.05A(4). A person may not use a sorbent to eliminate free liquids from a waste that is to be disposed of in a landfill unless the sorbent meets the requirements of 40 CFR §264.314(d). Special Requirements for Containers. Unless the containers are very small, such as ampules, an owner or operator shall ensure that containers are: At least 90 percent full when placed in a landfill; or Crushed, shredded, or similarly reduced in volume to the maximum extent practicable before burial in a landfill. Special Requirements for Hazardous Wastes F020, F021, F022, F023, F026, and F027. Hazardous Wastes F020, F021, F022, F023, F026, and F027 may not be placed in a landfill unless the owner or operator operates the landfill in accord with a management plan for these wastes that is approved by the Secretary under the standards set out in this section, and in accord with all other applicable requirements of this chapter. The factors to be considered are: The volume, physical, and chemical characteristics of the wastes including their potential to migrate through the soil or to volatilize or escape into the atmosphere; The attenuative properties of underlying and surrounding soils or other materials; The mobilizing properties of other materials co-disposed with these wastes; and The effectiveness of additional treatment, design, or monitoring requirements. The Secretary may determine that additional design, operating, and monitoring requirements are necessary for landfills managing hazardous wastes F020, F021, F022, F023, F026, and F027 in order to reduce the possibility of migration of these wastes to ground water, surface water, or air so as to protect human health and the environment.