Subpart WWW -- Standards of Performance for Municipal Solid Waste
Landfills
Applicability,
designation of affected facility, and delegation of
authority. Sec. 60.750
Definitions. Sec.
60.751
Standards
for air emissions from municipal solid waste landfills. Sec.
60.752
Operational
standards for collection and control systems. Sec.
60.753
Test
methods and procedures. Sec. 60.754
Compliance
provisions. Sec. 60.755
Monitoring
of operations.Sec. 60.756
Reporting
requirements. Sec. 60.757
Recordkeeping
requirements. Sec. 60.758
Specifications
for active collection systems. Sec.
60.759
Subpart Cc -- Emission Guidelines and Compliance Times for Municipal Solid
Waste Landfills
Source: 61
FR 9919, Mar. 12, 1996, unless otherwise noted.
This subpart contains emission guidelines and compliance times for the control
of certain designated pollutants from certain designated municipal solid waste
landfills in accordance with section 111(d) of the Act and subpart B.
Terms used but not defined in this subpart have the meaning given them in
the Act and in subparts A, B, and WWW of this part.
Municipal solid waste landfill or MSW landfill means an entire
disposal facility in a contiguous geographical space where household waste
is placed in or on land. An MSW landfill may also receive other types of RCRA
Subtitle D wastes such as commercial solid waste, nonhazardous sludge, conditionally
exempt small quantity generator waste, and industrial solid waste. Portions
of an MSW landfill may be separated by access roads. An MSW landfill may be
publicly or privately owned. An MSW landfill may be a new MSW landfill, an
existing MSW landfill or a lateral expansion.
(a) The designated facility to which the guidelines apply is each existing
MSW landfill for which construction, reconstruction or modification was commenced
before May 30, 1991.
(b) Physical or operational changes made to an existing MSW landfill solely
to comply with an emission guideline are not considered a modification or reconstruction
and would not subject an existing MSW landfill to the requirements of subpart
WWW [see §60.750 of Subpart WWW].
(c) For purposes of obtaining an operating permit under title V of the Act,
the owner or operator of a MSW landfill subject to this subpart with a design
capacity less than 2.5 million megagrams or 2.5 million cubic meters is not
subject to the requirement to obtain an operating permit for the landfill under
part 70 or 71 of this chapter, unless the landfill is otherwise subject to
either part 70 or 71. For purposes of submitting a timely application for an
operating permit under part 70 or 71, the owner or operator of a MSW landfill
subject to this subpart with a design capacity greater than or equal to 2.5
million megagrams and 2.5 million cubic meters on the effective date of EPA
approval of the State's program under section 111(d) of the Act, and not otherwise
subject to either part 70 or 71, becomes subject to the requirements of §§70.5(a)(1)(i)
or 71.5(a)(1)(i) of this chapter 90 days after the effective date of such 111(d)
program approval, even if the design capacity report is submitted earlier.
(d) When a MSW landfill subject to this subpart is closed, the owner or operator
is no longer subject to the requirement to maintain an operating permit under
part 70 or 71 of this chapter for the landfill if the landfill is not otherwise
subject to the requirements of either part 70 or 71 and if either of the following
conditions are met.
(1) The landfill was never subject to the requirement for a control system
under §60.33c(c) of this subpart; or
(2) The owner or operator meets the conditions for control system removal
specified in §60.752(b)(2)(v) of subpart WWW.
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32750, June 16, 1998]
TOP §60.33c Emission guidelines for municipal solid waste
landfill emissions.
(a) For approval, a State plan shall include control of MSW landfill emissions
at each MSW landfill meeting the following three conditions:
(1) The landfill has accepted waste at any time since November 8, 1987, or
has additional design capacity available for future waste deposition;
(2) The landfill has a design capacity greater than or equal to 2.5 million
megagrams and 2.5 million cubic meters. The landfill may calculate design capacity
in either megagrams or cubic meters for comparison with the exemption values.
Any density conversions shall be documented and submitted with the design capacity
report; and
(3) The landfill has a nonmethane organic compound emission rate of 50 megagrams
per year or more.
(b) For approval, a State plan shall include the installation of a collection
and control system meeting the conditions provided in §60.752(b)(2)(ii) of
this part at each MSW landfill meeting the conditions in paragraph (a) of this
section. The State plan shall include a process for State review and approval
of the site-specific design plans for the gas collection and control system(s).
(c) For approval, a State plan shall include provisions for the control of
collected MSW landfill emissions through the use of control devices meeting
the requirements of paragraph (c)(1), (2), or (3) of this section, except as
provided in §60.24.
(1) An open flare designed and operated in accordance with the parameters
established in §60.18; or
(2) A control system designed and operated to reduce NMOC by 98 weight percent;
or
(3) An enclosed combustor designed and operated to reduce the outlet NMOC
concentration to 20 parts per million as hexane by volume, dry basis at 3 percent
oxygen, or less.
(d) For approval, a State plan shall require each owner or operator of an
MSW landfill having a design capacity less than 2.5 million megagrams by mass
or 2.5 million cubic meters by volume to submit an initial design capacity
report to the Administrator as provided in §60.757(a)(2) of subpart WWW by
the date specified in §60.35c of this subpart. The landfill may calculate design
capacity in either megagrams or cubic meters for comparison with the exemption
values. Any density conversions shall be documented and submitted with the
report. Submittal of the initial design capacity report shall fulfill the requirements
of this subpart except as provided in paragraph (d)(1) and (d)(2) of this section.
(1) The owner or operator shall submit an amended design capacity report as
provided in §60.757(a)(3) of subpart WWW. [Guidance: Note that if the design
capacity increase is the result of a modification, as defined in §60.751 of
subpart WWW, that was commenced on or after May 30, 1991, the landfill will
become subject to subpart WWW instead of this subpart. If the design capacity
increase is the result of a change in operating practices, density, or some
other change that is not a modification, the landfill remains subject to this
subpart.]
(2) When an increase in the maximum design capacity of a landfill with an
initial design capacity less than 2.5 million megagrams or 2.5 million cubic
meters results in a revised maximum design capacity equal to or greater than
2.5 million megagrams and 2.5 million cubic meters, the owner or operator shall
comply with paragraph (e) of this section.
(e) For approval, a State plan shall require each owner or operator of an
MSW landfill having a design capacity equal to or greater than 2.5 million
megagrams and 2.5 million cubic meters to either install a collection and control
system as provided in paragraph (b) of this section and §60.752(b)(2) of subpart
WWW or calculate an initial NMOC emission rate for the landfill using the procedures
specified in §60.34c of this subpart and §60.754 of subpart WWW. The NMOC emission
rate shall be recalculated annually, except as provided in §60.757(b)(1)(ii)
of subpart WWW.
(1) If the calculated NMOC emission rate is less than 50 megagrams per year,
the owner or operator shall:
(i) Submit an annual emission report, except as provided for in §60.757(b)(1)(ii);
and
(ii) Recalculate the NMOC emission rate annually using the procedures specified
in §60.754(a)(1) of subpart WWW until such time as the calculated NMOC emission
rate is equal to or greater than 50 megagrams per year, or the landfill is
closed.
(2)(i) If the NMOC emission rate, upon initial calculation or annual recalculation
required in paragraph (e)(1)(ii) of this section, is equal to or greater than
50 megagrams per year, the owner or operator shall install a collection and
control system as provided in paragraph (b) of this section and §60.752(b)(2)
of subpart WWW.
(ii) If the landfill is permanently closed, a closure notification shall be
submitted to the Administrator as provided in §60.35c of this subpart and §60.757(d)
of subpart WWW.
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32750, June 16, 1998;
64 FR 9261, Feb. 24, 1999] TOP §60.34c Test methods and procedures.
For approval, a State plan shall include provisions for: the calculation of
the landfill NMOC emission rate listed in §60.754, as applicable, to determine
whether the landfill meets the condition in §60.33c(a)(3); the operational
standards in §60.753; the compliance provisions in §60.755; and the monitoring
provisions in §60.756.
TOP §60.35c Reporting and recordkeeping guidelines.
For approval, a State plan shall include the recordkeeping and reporting provisions
listed in §§60.757 and 60.758, as applicable, except as provided under §60.24.
(a) For existing MSW landfills subject to this subpart the initial design
capacity report shall be submitted no later than 90 days after the effective
date of EPA approval of the State's plan under section 111(d) of the Act.
(b) For existing MSW landfills covered by this subpart with a design capacity
equal to or greater than 2.5 million megagrams and 2.5 million cubic meters,
the initial NMOC emission rate report shall be submitted no later than 90 days
after the effective date of EPA approval of the State's plan under section
111(d) of the Act.
[61 FR 9919, Mar. 12, 1996, as amended at 64 FR 9262, Feb. 24, 1999] TOP §60.36c Compliance times.
(a) Except as provided for under paragraph (b) of this section, planning,
awarding of contracts, and installation of MSW landfill air emission collection
and control equipment capable of meeting the emission guidelines established
under §60.33c shall be accomplished within 30 months after the date the initial
NMOC emission rate report shows NMOC emissions equal or exceed 50 megagrams
per year.
(b) For each existing MSW landfill meeting the conditions in §60.33c(a)(1)
and §60.33c(a)(2) whose NMOC emission rate is less than 50 megagrams per year
on the effective date of the State emission standard, installation of collection
and control systems capable of meeting emission guidelines in §60.33c shall
be accomplished within 30 months of the date when the condition in §60.33c(a)(3)
is met (i.e., the date of the first annual nonmethane organic compounds emission
rate which equals or exceeds 50 megagrams per year).
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32750, June 16, 1998]
Subpart WWW -- Standards of Performance for Municipal Solid Waste
Landfills
Source: 61
FR 9919, Mar. 12, 1996, unless otherwise noted.
TOP §60.750 Applicability, designation of affected
facility, and delegation of authority.
(a) The provisions of this subpart apply to each municipal solid waste
landfill that commenced construction, reconstruction or modification on or after
May 30, 1991. Physical or operational changes made to an existing MSW landfill
solely to comply with Subpart Cc of this part are not considered construction,
reconstruction, or modification for the purposes of this section.
(b) The following authorities shall be retained by the Administrator and not
transferred to the State: §60.754(a)(5).
(c) Activities required by or conducted pursuant to a CERCLA, RCRA, or State
remedial action are not considered construction, reconstruction, or modification
for purposes of this subpart.
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32750, June 16,
1998]
As used in this subpart, all terms not defined herein shall have the meaning
given them in the Act or in subpart A of this part.
Active collection system means a gas collection system that uses gas
mover equipment.
Active landfill means a landfill in which solid waste is being placed
or a landfill that is planned to accept waste in the future.
Closed landfill means a landfill in which solid waste is no longer
being placed, and in which no additional solid wastes will be placed without
first filing a notification of modification as prescribed under §60.7(a)(4).
Once a notification of modification has been filed, and additional solid waste
is placed in the landfill, the landfill is no longer closed.
Closure means that point in time when a landfill becomes a closed
landfill.
Commercial solid waste means all types of solid waste generated by
stores, offices, restaurants, warehouses, and other nonmanufacturing activities,
excluding residential and industrial wastes.
Controlled landfill means any landfill at which collection and control
systems are required under this subpart as a result of the nonmethane organic
compounds emission rate. The landfill is considered controlled at the time a
collection and control system design plan is submitted in compliance with
§60.752(b)(2)(i).
Design capacity means the maximum amount of solid waste a landfill can
accept, as indicated in terms of volume or mass in the most recent permit issued
by the State, local, or Tribal agency responsible for regulating the landfill,
plus any in-place waste not accounted for in the most recent permit. If the
owner or operator chooses to convert the design capacity from volume to mass or
from mass to volume to demonstrate its design capacity is less than 2.5 million
megagrams or 2.5 million cubic meters, the calculation must include a site
specific density, which must be recalculated annually.
Disposal facility means all contiguous land and structures, other
appurtenances, and improvements on the land used for the disposal of solid
waste.
Emission rate cutoff means the threshold annual emission rate to which
a landfill compares its estimated emission rate to determine if control under
the regulation is required.
Enclosed combustor means an enclosed firebox which maintains a
relatively constant limited peak temperature generally using a limited supply of
combustion air. An enclosed flare is considered an enclosed combustor.
Flare means an open combustor without enclosure or shroud.
Gas mover equipment means the equipment (i.e., fan, blower,
compressor) used to transport landfill gas through the header system.
Household waste means any solid waste (including garbage, trash, and
sanitary waste in septic tanks) derived from households (including, but not
limited to, single and multiple residences, hotels and motels, bunkhouses,
ranger stations, crew quarters, campgrounds, picnic grounds, and day-use
recreation areas).
Industrial solid waste means solid waste generated by manufacturing or
industrial processes that is not a hazardous waste regulated under Subtitle C of
the Resource Conservation and Recovery Act, parts 264 and 265 of this title.
Such waste may include, but is not limited to, waste resulting from the
following manufacturing processes: electric power generation;
fertilizer/agricultural chemicals; food and related products/by-products;
inorganic chemicals; iron and steel manufacturing; leather and leather products;
nonferrous metals manufacturing/foundries; organic chemicals; plastics and
resins manufacturing; pulp and paper industry; rubber and miscellaneous plastic
products; stone, glass, clay, and concrete products; textile manufacturing;
transportation equipment; and water treatment. This term does not include mining
waste or oil and gas waste.
Interior well means any well or similar collection component located
inside the perimeter of the landfill waste. A perimeter well located outside the
landfilled waste is not an interior well.
Landfill means an area of land or an excavation in which wastes are
placed for permanent disposal, and that is not a land application unit, surface
impoundment, injection well, or waste pile as those terms are defined under
§257.2 of this title.
Lateral expansion means a horizontal expansion of the waste boundaries
of an existing MSW landfill. A lateral expansion is not a modification unless it
results in an increase in the design capacity of the landfill.
Modification means an increase in the permitted volume design capacity
of the landfill by either horizontal or vertical expansion based on its
permitted design capacity as of May 30, 1991. Modification does not occur until
the owner or operator commences construction on the horizontal or vertical
expansion.
Municipal solid waste landfill or MSW landfill means an entire
disposal facility in a contiguous geographical space where household waste is
placed in or on land. An MSW landfill may also receive other types of RCRA
Subtitle D wastes (§257.2 of this title) such as commercial solid waste,
nonhazardous sludge, conditionally exempt small quantity generator waste, and
industrial solid waste. Portions of an MSW landfill may be separated by access
roads. An MSW landfill may be publicly or privately owned. An MSW landfill may
be a new MSW landfill, an existing MSW landfill, or a lateral expansion.
Municipal solid waste landfill emissions or MSW landfill
emissions means gas generated by the decomposition of organic waste
deposited in an MSW landfill or derived from the evolution of organic compounds
in the waste.
NMOC means nonmethane organic compounds, as measured according to the
provisions of §60.754.
Nondegradable waste means any waste that does not decompose through
chemical breakdown or microbiological activity. Examples are, but are not
limited to, concrete, municipal waste combustor ash, and metals.
Passive collection system means a gas collection system that solely
uses positive pressure within the landfill to move the gas rather than using gas
mover equipment.
Sludge means any solid, semisolid, or liquid waste generated from a
municipal, commercial, or industrial wastewater treatment plant, water supply
treatment plant, or air pollution control facility, exclusive of the treated
effluent from a wastewater treatment plant.
Solid waste means any garbage, sludge from a wastewater treatment
plant, water supply treatment plant, or air pollution control facility and other
discarded material, including solid, liquid, semisolid, or contained gaseous
material resulting from industrial, commercial, mining, and agricultural
operations, and from community activities, but does not include solid or
dissolved material in domestic sewage, or solid or dissolved materials in
irrigation return flows or industrial discharges that are point sources subject
to permits under 33 U.S.C. 1342, or source, special nuclear, or by-product
material as defined by the Atomic Energy Act of 1954, as amended (42 U.S.C 2011
et seq.).
Sufficient density means any number, spacing, and combination of
collection system components, including vertical wells, horizontal collectors,
and surface collectors, necessary to maintain emission and migration control as
determined by measures of performance set forth in this part.
Sufficient extraction rate means a rate sufficient to maintain a
negative pressure at all wellheads in the collection system without causing air
infiltration, including any wellheads connected to the system as a result of
expansion or excess surface emissions, for the life of the blower.
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32750, June 16, 1998;
64 FR 9262, Feb. 24, 1999]
TOP §60.752 Standards for air emissions from municipal
solid waste landfills.
(a) Each owner or operator of an MSW landfill having a design capacity less
than 2.5 million megagrams by mass or 2.5 million cubic meters by volume shall
submit an initial design capacity report to the Administrator as provided in
§60.757(a). The landfill may calculate design capacity in either megagrams or
cubic meters for comparison with the exemption values. Any density conversions
shall be documented and submitted with the report. Submittal of the initial
design capacity report shall fulfill the requirements of this subpart except as
provided for in paragraphs (a)(1) and (a)(2) of this section.
(1) The owner or operator shall submit to the Administrator an amended design
capacity report, as provided for in §60.757(a)(3).
(2) When an increase in the maximum design capacity of a landfill exempted
from the provisions of §60.752(b) through §60.759 of this subpart on the basis
of the design capacity exemption in paragraph (a) of this section results in a
revised maximum design capacity equal to or greater than 2.5 million megagrams
and 2.5 million cubic meters, the owner or operator shall comply with the
provision of paragraph (b) of this section.
(b) Each owner or operator of an MSW landfill having a design capacity equal
to or greater than 2.5 million megagrams and 2.5 million cubic meters, shall
either comply with paragraph (b)(2) of this section or calculate an NMOC
emission rate for the landfill using the procedures specified in §60.754. The
NMOC emission rate shall be recalculated annually, except as provided in
§60.757(b)(1)(ii) of this subpart. The owner or operator of an MSW landfill
subject to this subpart with a design capacity greater than or equal to 2.5
million megagrams and 2.5 million cubic meters is subject to part 70 or 71
permitting requirements.
(1) If the calculated NMOC emission rate is less than 50 megagrams per year,
the owner or operator shall:
(i) Submit an annual emission report to the Administrator, except as provided
for in §60.757(b)(1)(ii); and
(ii) Recalculate the NMOC emission rate annually using the procedures
specified in §60.754(a)(1) until such time as the calculated NMOC emission rate
is equal to or greater than 50 megagrams per year, or the landfill is closed.
(A) If the NMOC emission rate, upon recalculation required in paragraph
(b)(1)(ii) of this section, is equal to or greater than 50 megagrams per year,
the owner or operator shall install a collection and control system in
compliance with paragraph (b)(2) of this section.
(B) If the landfill is permanently closed, a closure notification shall be
submitted to the Administrator as provided for in §60.757(d).
(2) If the calculated NMOC emission rate is equal to or greater than 50
megagrams per year, the owner or operator shall:
(i) Submit a collection and control system design plan prepared by a
professional engineer to the Administrator within 1 year:
(A) The collection and control system as described in the plan shall meet the
design requirements of paragraph (b)(2)(ii) of this section.
(B) The collection and control system design plan shall include any
alternatives to the operational standards, test methods, procedures, compliance
measures, monitoring, recordkeeping or reporting provisions of §§60.753 through
60.758 proposed by the owner or operator.
(C) The collection and control system design plan shall either conform with
specifications for active collection systems in §60.759 or include a
demonstration to the Administrator's satisfaction of the sufficiency of the
alternative provisions to §60.759.
(D) The Administrator shall review the information submitted under paragraphs
(b)(2)(i) (A),(B) and (C) of this section and either approve it, disapprove it,
or request that additional information be submitted. Because of the many
site-specific factors involved with landfill gas system design, alternative
systems may be necessary. A wide variety of system designs are possible, such as
vertical wells, combination horizontal and vertical collection systems, or
horizontal trenches only, leachate collection components, and passive systems.
(ii) Install a collection and control system that captures the gas generated
within the landfill as required by paragraphs (b)(2)(ii)(A) or (B) and
(b)(2)(iii) of this section within 30 months after the first annual report in
which the emission rate equals or exceeds 50 megagrams per year, unless Tier 2
or Tier 3 sampling demonstrates that the emission rate is less than 50 megagrams
per year, as specified in §60.757(c)(1) or (2).
(A) An active collection system shall:
(1) Be designed to handle the maximum expected gas flow rate from the
entire area of the landfill that warrants control over the intended use period
of the gas control or treatment system equipment;
(2) Collect gas from each area, cell, or group of cells in the
landfill in which the initial solid waste has been placed for a period of:
(i) 5 years or more if active; or
(ii) 2 years or more if closed or at final grade.
(3) Collect gas at a sufficient extraction rate;
(4) Be designed to minimize off-site migration of subsurface gas.
(B) A passive collection system shall:
(1) Comply with the provisions specified in paragraphs
(b)(2)(ii)(A)(1), (2), and (2)(ii)(A)(4) of this section.
(2) Be installed with liners on the bottom and all sides in all areas
in which gas is to be collected. The liners shall be installed as required under
§258.40.
(iii) Route all the collected gas to a control system that complies with the
requirements in either paragraph (b)(2)(iii) (A), (B) or (C) of this section.
(A) An open flare designed and operated in accordance with §60.18;
(B) A control system designed and operated to reduce NMOC by 98
weight-percent, or, when an enclosed combustion device is used for control, to
either reduce NMOC by 98 weight percent or reduce the outlet NMOC concentration
to less than 20 parts per million by volume, dry basis as hexane at 3 percent
oxygen. The reduction efficiency or parts per million by volume shall be
established by an initial performance test to be completed no later than 180
days after the initial startup of the approved control system using the test
methods specified in §60.754(d).
(1) If a boiler or process heater is used as the control device, the
landfill gas stream shall be introduced into the flame zone.
(2) The control device shall be operated within the parameter ranges
established during the initial or most recent performance test. The operating
parameters to be monitored are specified in §60.756;
(C) Route the collected gas to a treatment system that processes the
collected gas for subsequent sale or use. All emissions from any atmospheric
vent from the gas treatment system shall be subject to the requirements of
paragraph (b)(2)(iii) (A) or (B) of this section.
(iv) Operate the collection and control device installed to comply with this
subpart in accordance with the provisions of §§60.753, 60.755 and 60.756.
(v) The collection and control system may be capped or removed provided that
all the conditions of paragraphs (b)(2)(v) (A), (B), and (C) of this section are
met:
(A) The landfill shall be a closed landfill as defined in §60.751 of this
subpart. A closure report shall be submitted to the Administrator as provided in
§60.757(d);
(B) The collection and control system shall have been in operation a minimum
of 15 years; and
(C) Following the procedures specified in §60.754(b) of this subpart, the
calculated NMOC gas produced by the landfill shall be less than 50 megagrams per
year on three successive test dates. The test dates shall be no less than 90
days apart, and no more than 180 days apart.
(c) For purposes of obtaining an operating permit under title V of the Act,
the owner or operator of a MSW landfill subject to this subpart with a design
capacity less than 2.5 million megagrams or 2.5 million cubic meters is not
subject to the requirement to obtain an operating permit for the landfill under
part 70 or 71 of this chapter, unless the landfill is otherwise subject to
either part 70 or 71. For purposes of submitting a timely application for an
operating permit under part 70 or 71, the owner or operator of a MSW landfill
subject to this subpart with a design capacity greater than or equal to 2.5
million megagrams and 2.5 million cubic meters, and not otherwise subject to
either part 70 or 71, becomes subject to the requirements of §§70.5(a)(1)(i) or
71.5(a)(1)(i) of this chapter, regardless of when the design capacity report is
actually submitted, no later than:
(1) June 10, 1996 for MSW landfills that commenced construction,
modification, or reconstruction on or after May 30, 1991 but before March 12,
1996;
(2) Ninety days after the date of commenced construction, modification, or
reconstruction for MSW landfills that commence construction, modification, or
reconstruction on or after March 12, 1996.
(d) When a MSW landfill subject to this subpart is closed, the owner or
operator is no longer subject to the requirement to maintain an operating permit
under part 70 or 71 of this chapter for the landfill if the landfill is not
otherwise subject to the requirements of either part 70 or 71 and if either of
the following conditions are met:
(1) The landfill was never subject to the requirement for a control system
under paragraph (b)(2) of this section; or
(2) The owner or operator meets the conditions for control system removal
specified in paragraph (b)(2)(v) of this section.
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32751, June 16, 1998;
65 FR 18908, Apr. 10, 2000]
TOP §60.753 Operational standards for collection and
control systems.
Each owner or operator of an MSW landfill with a gas collection and control
system used to comply with the provisions of §60.752(b)(2)(ii) of this subpart
shall:
(a) Operate the collection system such that gas is collected from each area,
cell, or group of cells in the MSW landfill in which solid waste has been in
place for:
(1) 5 years or more if active; or
(2) 2 years or more if closed or at final grade;
(b) Operate the collection system with negative pressure at each wellhead
except under the following conditions:
(1) A fire or increased well temperature. The owner or operator shall record
instances when positive pressure occurs in efforts to avoid a fire. These
records shall be submitted with the annual reports as provided in §60.757(f)(1);
(2) Use of a geomembrane or synthetic cover. The owner or operator shall
develop acceptable pressure limits in the design plan;
(3) A decommissioned well. A well may experience a static positive pressure
after shut down to accommodate for declining flows. All design changes shall be
approved by the Administrator;
(c) Operate each interior wellhead in the collection system with a landfill
gas temperature less than 55 °C and with either a nitrogen level less than 20
percent or an oxygen level less than 5 percent. The owner or operator may
establish a higher operating temperature, nitrogen, or oxygen value at a
particular well. A higher operating value demonstration shall show supporting
data that the elevated parameter does not cause fires or significantly inhibit
anaerobic decomposition by killing methanogens.
(1) The nitrogen level shall be determined using Method 3C, unless an
alternative test method is established as allowed by §60.752(b)(2)(i) of this
subpart.
(2) Unless an alternative test method is established as allowed by
§60.752(b)(2)(i) of this subpart, the oxygen shall be determined by an oxygen
meter using Method 3A or 3C except that:
(i) The span shall be set so that the regulatory limit is between 20 and 50
percent of the span;
(ii) A data recorder is not required;
(iii) Only two calibration gases are required, a zero and span, and ambient
air may be used as the span;
(iv) A calibration error check is not required;
(v) The allowable sample bias, zero drift, and calibration drift are ±10
percent.
(d) Operate the collection system so that the methane concentration is less
than 500 parts per million above background at the surface of the landfill. To
determine if this level is exceeded, the owner or operator shall conduct surface
testing around the perimeter of the collection area and along a pattern that
traverses the landfill at 30 meter intervals and where visual observations
indicate elevated concentrations of landfill gas, such as distressed vegetation
and cracks or seeps in the cover. The owner or operator may establish an
alternative traversing pattern that ensures equivalent coverage. A surface
monitoring design plan shall be developed that includes a topographical map with
the monitoring route and the rationale for any site-specific deviations from the
30 meter intervals. Areas with steep slopes or other dangerous areas may be
excluded from the surface testing.
(e) Operate the system such that all collected gases are vented to a control
system designed and operated in compliance with §60.752(b)(2)(iii). In the event
the collection or control system is inoperable, the gas mover system shall be
shut down and all valves in the collection and control system contributing to
venting of the gas to the atmosphere shall be closed within 1 hour; and
(f) Operate the control or treatment system at all times when the collected
gas is routed to the system.
(g) If monitoring demonstrates that the operational requirements in
paragraphs (b), (c), or (d) of this section are not met, corrective action shall
be taken as specified in §60.755(a)(3) through (5) or §60.755(c) of this
subpart. If corrective actions are taken as specified in §60.755, the monitored
exceedance is not a violation of the operational requirements in this section.
[61 FR 9919, Mar. 12, 1996, as amended at 63 FR 32751, June 16, 1998;
65 FR 61778, Oct. 17, 2000]
(a)(1) The landfill owner or operator shall calculate the NMOC emission rate
using either the equation provided in paragraph (a)(1)(i) of this section or
the equation provided in paragraph (a)(1)(ii) of this section. Both equations
may be used if the actual year-to-year solid waste acceptance rate is known,
as specified in paragraph (a)(1)(i), for part of the life of the landfill and
the actual year-to-year solid waste acceptance rate is unknown, as specified
in paragraph (a)(1)(ii), for part of the life of the landfill. The values to
be used in both equations are 0.05 per year for k, 170 cubic meters per megagram
for LO, and 4,000 parts per million by volume as hexane for the CNMOC. For landfills located in geographical areas with a thirty year annual
average precipitation of less than 25 inches, as measured at the nearest representative
official meteorologic site, the k value to be used is 0.02 per year.
(i) The following equation shall be used if the actual year-to-year solid
waste acceptance rate is known.