Collapse to view only § 98.345 - Procedures for estimating missing data.
- § 98.340 - Definition of the source category.
- § 98.341 - Reporting threshold.
- § 98.342 - GHGs to report.
- § 98.343 - Calculating GHG emissions.
- § 98.344 - Monitoring and QA/QC requirements.
- § 98.345 - Procedures for estimating missing data.
- § 98.346 - Data reporting requirements.
- § 98.347 - Records that must be retained.
- § 98.348 - Definitions.
- APPENDIX - Table HH-1 to Subpart HH of Part 98—Emissions Factors, Oxidation Factors and Methods
- APPENDIX - Table HH-2 to Subpart HH of Part 98—U.S. Per Capita Waste Disposal Rates
- APPENDIX - Table HH-3 to Subpart HH of Part 98—Landfill Gas Collection Efficiencies
- APPENDIX - Table HH-4 to Subpart HH of Part 98—Landfill Methane Oxidation Fractions
§ 98.340 - Definition of the source category.
(a) This source category applies to municipal solid waste (MSW) landfills that accepted waste on or after January 1, 1980, unless all three of the following conditions apply.
(1) The MSW landfill did not receive waste on or after January 1, 2013.
(2) The MSW landfill had CH
(3) The owner or operator of the MSW landfill was not required to submit an annual report under any requirement of this part in any reporting year prior to 2013.
(b) This source category does not include Resource Conservation and Recovery Act (RCRA) Subtitle C or Toxic Substances Control Act (TSCA) hazardous waste landfills, construction and demolition waste landfills, or industrial waste landfills.
(c) This source category consists of the following sources at municipal solid waste (MSW) landfills: Landfills, landfill gas collection systems, and landfill gas destruction devices (including flares).
§ 98.341 - Reporting threshold.
You must report GHG emissions under this subpart if your facility contains a MSW landfill and the facility meets the requirements of § 98.2(a)(1).
§ 98.342 - GHGs to report.
(a) You must report CH
(b) You must report CH
(c) You must report under subpart C of this part (General Stationary Fuel Combustion Sources) the emissions of CO
§ 98.343 - Calculating GHG emissions.
(a) For all landfills subject to the reporting requirements of this subpart, calculate annual modeled CH
(1) Calculate annual modeled CH
(2) For years when material-specific waste quantity data are available, apply equation HH-1 to this section for each waste quantity type and sum the CH
(3) Beginning in the first emissions reporting year and for each year thereafter, if scales are in place, you must determine the annual quantity of waste (in metric tons as received, i.e., wet weight) disposed of in the landfill using paragraph (a)(3)(i) of this section for all containers and for all vehicles used to haul waste to the landfill, except for passenger cars, light duty pickup trucks, or waste loads that cannot be measured using the scales due to physical limitations (load cannot physically access or fit on the scale) and/or operational limitations of the scale (load exceeding the limits or sensitivity range of the scale). If scales are not in place, you must use paragraph (a)(3)(ii) of this section to determine the annual quantity of waste disposed. For waste hauled to the landfill in passenger cars or light duty pickup trucks, you may use either paragraph (a)(3)(i) or paragraph (a)(3)(ii) of this section to determine the annual quantity of waste disposed. For loads that cannot be measured using the scales due to physical and/or operational limitations of the scale, you must use paragraph (a)(3)(ii) of this section or similar engineering calculations to determine the annual quantity of waste disposed. The approach used to determine the annual quantity of waste disposed of must be documented in the monitoring plan.
(i) Use direct mass measurements of each individual load received at the landfill using either of the following methods:
(A) Weigh using mass scales each vehicle or container used to haul waste as it enters the landfill or disposal area; weigh using mass scales each vehicle or container after it has off-loaded the waste; determine the quantity of waste received from the individual load as the difference in the two mass measurements; and determine the annual quantity of waste received as the sum of all waste loads received during the year. Alternatively, you may determine annual quantity of waste by summing the weights of all vehicles and containers entering the landfill and subtracting from it the sum of all the weights of vehicles and containers after they have off-loaded the waste in the landfill.
(B) Weigh using mass scales each vehicle or container used to haul waste as it enters the landfill or disposal area; determine a representative tare weight by vehicle or container type by weighing no less than 5 of each type of vehicle or container after it has off-loaded the waste; determine the quantity of waste received from the individual load as the difference between the measured weight in and the tare weight determined for that container/vehicle type; and determine the annual quantity of waste received as the sum of all waste loads received during the year.
(ii) Determine the working capacity in units of mass for each type of container or vehicle used to haul waste to the landfill (e.g., using volumetric capacity and waste density measurements; direct measurement of a selected number of passenger vehicles and light duty pick-up trucks; or similar methods); record the number of loads received at the landfill by vehicle/container type; calculate the annual mass per vehicle/container type as the mass product of the number of loads of that vehicle/container multiplied by its working capacity; and calculate the annual quantity of waste received as the sum of the annual mass per vehicle/container type across all of the vehicle/container types used to haul waste to the landfill.
(4) For years prior to the first emissions reporting year, use methods in paragraph (a)(3) of this section when waste disposal quantity data are readily available. When waste disposal quantity data are not readily available, W
(i) Assume all prior years waste disposal quantities are the same as the waste quantity in the first year for which waste quantities are available.
(ii) Use the estimated population served by the landfill in each year, the values for national average per capita waste disposal rates found in Table HH-2 to this subpart, and calculate the waste quantity landfilled using Equation HH-2 of this section.
where:(iii) Use a constant average waste disposal quantity calculated using Equation HH-3 of this section for each year the landfill was in operation (i.e., from the first year accepting waste until the last year for which waste disposal data is unavailable, inclusive).
where:(b) For landfills with gas collection systems, calculate the quantity of CH
(1) If you continuously monitor the flow rate, CH

(2) If you do not continuously monitor according to paragraph (b)(1) of this section, you must determine the flow rate, CH
(i) Continuously monitor gas flow rate and determine the cumulative volume of landfill gas each month and the cumulative volume of landfill gas each year that is collected and routed to a destruction device (before any treatment equipment). Under this option, the gas flow meter is not required to automatically correct for temperature, pressure, or, if necessary, moisture content. If the gas flow meter is not equipped with automatic correction for temperature, pressure, or, if necessary, moisture content, you must determine these parameters as specified in paragraph (b)(2)(iii) of this section.
(ii) Determine the CH
(iii) If the gas flow meter is not equipped with automatic correction for temperature, pressure, or, if necessary, moisture content:
(A) Determine the temperature and pressure in the landfill gas that is collected and routed to a destruction device (before any treatment equipment) in a location near or representative of the location of the gas flow meter at least once each calendar month; if only one measurement is made each calendar month, there must be at least fourteen days between measurements.
(B) If the CH
(c) For all landfills, calculate CH
(1) Calculate CH
(2) For landfills that do not have landfill gas collection systems, the CH
(3) For landfills with landfill gas collection systems, calculate CH
(i) Calculate CH

(ii) Calculate CH

§ 98.344 - Monitoring and QA/QC requirements.
(a) Mass measurement equipment used to determine the quantity of waste landfilled on or after January 1, 2010 must meet the requirements for weighing equipment as described in “Specifications, Tolerances, and Other Technical Requirements For Weighing and Measuring Devices” NIST Handbook 44 (2009) (incorporated by reference, see § 98.7).
(b) For landfills with gas collection systems, operate, maintain, and calibrate a gas composition monitor capable of measuring the concentration of CH
(1) Method 18 at 40 CFR part 60, appendix A-6.
(2) ASTM D1945-03, Standard Test Method for Analysis of Natural Gas by Gas Chromatography (incorporated by reference, see § 98.7).
(3) ASTM D1946-90 (Reapproved 2006), Standard Practice for Analysis of Reformed Gas by Gas Chromatography (incorporated by reference, see § 98.7).
(4) GPA Standard 2261-00, Analysis for Natural Gas and Similar Gaseous Mixtures by Gas Chromatography.
(5) UOP539-97 Refinery Gas Analysis by Gas Chromatography (incorporated by reference, see § 98.7).
(6) As an alternative to the gas chromatography methods provided in paragraphs (b)(1) through (b)(5) of this section, you may use total gaseous organic concentration analyzers and calculate the methane concentration following the requirements in paragraphs (b)(6)(i) through (b)(6)(iii) of this section.
(i) Use Method 25A or 25B at 40 CFR part 60, appendix A-7 to determine total gaseous organic concentration. You must calibrate the instrument with methane and determine the total gaseous organic concentration as carbon (or as methane; K = 1 in Equation 25A-1 of Method 25A at 40 CFR part 60, appendix A-7).
(ii) Determine a non-methane organic carbon correction factor at the routine sampling location no less frequently than once a reporting year following the requirements in paragraphs (b)(6)(ii)(A) through (b)(6)(ii)(C) of this section.
(A) Take a minimum of three grab samples of the landfill gas with a minimum of 20 minutes between samples and determine the methane composition of the landfill gas using one of the methods specified in paragraphs (b)(1) through (b)(5) of this section.
(B) As soon as practical after each grab sample is collected and prior to the collection of a subsequent grab sample, determine the total gaseous organic concentration of the landfill gas using either Method 25A or 25B at 40 CFR part 60, appendix A-7 as specified in paragraph (b)(6)(i) of this section.
(C) Determine the arithmetic average methane concentration and the arithmetic average total gaseous organic concentration of the samples analyzed according to paragraphs (b)(6)(ii)(A) and (b)(6)(ii)(B) of this section, respectively, and calculate the non-methane organic carbon correction factor as the ratio of the average methane concentration to the average total gaseous organic concentration. If the ratio exceeds 1, use 1 for the non-methane organic carbon correction factor.
(iii) Calculate the methane concentration as specified in Equation HH-9 of this section.
Where:(c) For landfills with gas collection systems, install, operate, maintain, and calibrate a gas flow meter capable of measuring the volumetric flow rate of the recovered landfill gas using one of the methods specified in paragraphs (c)(1) through (c)(8) of this section or as specified by the manufacturer. Each gas flow meter shall be recalibrated either biennially (every 2 years) or at the minimum frequency specified by the manufacturer. Except as provided in § 98.343(b)(2)(i), each gas flow meter must be capable of correcting for the temperature and pressure and, if necessary, moisture content.
(1) ASME MFC-3M-2004, Measurement of Fluid Flow in Pipes Using Orifice, Nozzle, and Venturi (incorporated by reference, see § 98.7).
(2) ASME MFC-4M-1986 (Reaffirmed 1997), Measurement of Gas Flow by Turbine Meters (incorporated by reference, see § 98.7).
(3) ASME MFC-6M-1998, Measurement of Fluid Flow in Pipes Using Vortex Flowmeters (incorporated by reference, see § 98.7).
(4) ASME MFC-7M-1987 (Reaffirmed 1992), Measurement of Gas Flow by Means of Critical Flow Venturi Nozzles (incorporated by reference, see § 98.7).
(5) ASME MFC-11M-2006 Measurement of Fluid Flow by Means of Coriolis Mass Flowmeters (incorporated by reference, see § 98.7). The mass flow must be corrected to volumetric flow based on the measured temperature, pressure, and gas composition.
(6) ASME MFC-14M-2003 Measurement of Fluid Flow Using Small Bore Precision Orifice Meters (incorporated by reference, see § 98.7).
(7) ASME MFC-18M-2001 Measurement of Fluid Flow using Variable Area Meters (incorporated by reference, see § 98.7).
(8) Method 2A or 2D at 40 CFR part 60, appendix A-1.
(d) All temperature, pressure, and if necessary, moisture content monitors must be calibrated using the procedures and frequencies specified by the manufacturer.
(e) For landfills electing to measure the fraction by volume of CH
(2) Use Equation HH-10 of this section to correct the measured CH

(f) The owner or operator shall document the procedures used to ensure the accuracy of the estimates of disposal quantities and, if applicable, gas flow rate, gas composition, temperature, pressure, and moisture content measurements. These procedures include, but are not limited to, calibration of weighing equipment, fuel flow meters, and other measurement devices. The estimated accuracy of measurements made with these devices, and the technical basis for these estimates shall be recorded.
§ 98.345 - Procedures for estimating missing data.
A complete record of all measured parameters used in the GHG emissions calculations is required. Therefore, whenever a quality-assured value of a required parameter is unavailable (e.g., if a meter malfunctions during unit operation or if a required fuel sample is not taken), a substitute data value for the missing parameter shall be used in the calculations, according to the requirements in paragraphs (a) through (c) of this section.
(a) For each missing value of the CH
(b) For missing gas flow rates, the substitute data value shall be the arithmetic average of the quality-assured values of that parameter immediately preceding and immediately following the missing data incident. If the “after” value is not obtained by the end of the reporting year, you may use the “before” value for the missing data substitution. If, for a particular parameter, no quality-assured data are available prior to the missing data incident, the substitute data value shall be the first quality-assured value obtained after the missing data period.
(c) For missing daily waste disposal quantity data for disposal in the reporting year, the substitute value shall be the average daily waste disposal quantity for that day of the week as measured on the week before and week after the missing daily data.
§ 98.346 - Data reporting requirements.
In addition to the information required by § 98.3(c), each annual report must contain the following information for each landfill.
(a) A classification of the landfill as “open” (actively received waste in the reporting year) or “closed” (no longer receiving waste), the year in which the landfill first started accepting waste for disposal, the last year the landfill accepted waste (for open landfills, enter the estimated year of landfill closure), the capacity (in metric tons) of the landfill, an indication of whether leachate recirculation is used during the reporting year and its typical frequency of use over the past 10 years (e.g., used several times a year for the past 10 years, used at least once a year for the past 10 years, used occasionally but not every year over the past 10 years, not used), an indication as to whether scales are present at the landfill, and the waste disposal quantity for each year of landfilling required to be included when using Equation HH-1 of this subpart (in metric tons, wet weight).
(b) Method for estimating reporting year and historical waste disposal quantities, reason for its selection, and the range of years it is applied. For years when waste quantity data are determined using the methods in § 98.343(a)(3), report separately the quantity of waste determined using the methods in § 98.343(a)(3)(i) and the quantity of waste determined using the methods in § 98.343(a)(3)(ii). For historical waste disposal quantities that were not determined using the methods in § 98.343(a)(3), provide the population served by the landfill for each year the Equation HH-2 of this subpart is applied, if applicable, or, for open landfills using Equation HH-3 of this subpart, provide the value of landfill capacity (LFC) used in the calculation.
(c) Waste composition for each year required for Equation HH-1 of this subpart, in percentage by weight, for each waste category listed in Table HH-1 to this subpart that is used in Equation HH-1 of this subpart to calculate the annual modeled CH
(d) For each waste type used to calculate CH
(1) Degradable organic carbon (DOC) and fraction of DOC dissimilated (DOC
(2) Decay rate (k) value used in the calculations.
(e) Fraction of CH
(f) The surface area of the landfill containing waste (in square meters), identification of the type(s) of cover material used (as either organic cover, clay cover, sand cover, or other soil mixtures).
(g) The modeled annual methane generation rate for the reporting year (metric tons CH
(h) An indication of the applicability of part 60 or part 62 of this chapter requirements to the landfill (part 60, subparts WWW and XXX of this chapter, approved state plan implementing part 60, subparts Cc or Cf of this chapter, Federal plan as implemented at part 62, subparts GGG or OOO of this chapter, or not subject to part 60 or part 62 of this chapter municipal solid waste landfill rules), and if the landfill is subject to a part 60 or part 62 of this chapter municipal solid waste landfill rule, an indication of whether the landfill gas collection system is required under part 60 or part 62 of this chapter.
(i) For landfills without gas collection systems, the annual methane emissions (i.e., the methane generation, adjusted for oxidation, calculated using Equation HH-5 of this subpart), reported in metric tons CH
(j) For landfills with gas collection systems, you must report:
(1) Total volumetric flow of landfill gas collected for destruction for the reporting year (cubic feet at 520 °R or 60 degrees Fahrenheit and 1 atm).
(2) Annual average CH
(3) Monthly average temperature and pressure for each month at which flow is measured for landfill gas collected for destruction, or statement that temperature and/or pressure is incorporated into internal calculations run by the monitoring equipment.
(4) An indication as to whether flow was measured on a wet or dry basis, an indication as to whether CH
(5) The number of gas collection systems at the landfill facility.
(6) For each gas collection system at the facility report:
(i) A unique name or ID number for the gas collection system.
(ii) A description of the gas collection system (manufacturer, capacity, and number of wells).
(iii) The annual hours the gas collection system was operating normally. Do not include periods of shut down or poor operation, such as times when pressure, temperature, or other parameters indicative of operation are outside of normal variances, in the annual operating hours.
(iv) The number of measurement locations associated with the gas collection system.
(v) For each measurement location associated with the gas collection system, report:
(A) A unique name or ID number for the measurement location.
(B) Annual quantity of recovered CH
(C) An indication of whether destruction occurs at the landfill facility, off-site, or both for the measurement location.
(D) If destruction occurs at the landfill facility for the measurement location (in full or in part), also report the number of destruction devices associated with the measurement location that are located at the landfill facility and the information in paragraphs (j)(6)(v)(D)(1) through (6) of this section for each destruction device located at the landfill facility.
(1) A unique name or ID number for the destruction device.
(2) The type of destruction device (flare, a landfill gas to energy project (i.e., engine or turbine), off-site, or other (specify)).
(3) The destruction efficiency (decimal).
(4) The total annual hours where active gas flow was sent to the destruction device.
(5) The annual operating hours where active gas flow was sent to the destruction device and the destruction device was operating at its intended temperature or other parameter indicative of effective operation. For flares, times when there is no flame present must be excluded from the annual operating hours for the destruction device.
(6) The estimated fraction of the recovered CH4 reported for the measurement location directed to the destruction device based on best available data or engineering judgement (decimal, must total to 1 for each measurement location).
(7)[SF1] The following information about the landfill.
(i) The surface area (square meters) and estimated waste depth (meters) for each area specified in table HH-3 to this subpart.
(ii) The estimated gas collection system efficiency for the landfill.
(iii) An indication of whether passive vents and/or passive flares (vents or flares that are not considered part of the gas collection system as defined in § 98.6) are present at the landfill.
(8) Methane generation corrected for oxidation calculated using Equation HH-5 of this subpart, reported in metric tons CH
(9) Methane generation (G
(10) Methane generation corrected for oxidation calculated using Equation HH-7 of this subpart, reported in metric tons CH
(11) Methane emissions calculated using Equation HH-6 of this subpart, reported in metric tons CH
(12) Methane emissions calculated using Equation HH-8 of this subpart, reported in metric tons CH
(13) Methane emissions for the landfill (i.e., the subpart HH total methane emissions). Choose the methane emissions from either Equation HH-6 or Equation HH-8 of this subpart that best represents the emissions from the landfill. If the quantity of recovered CH
§ 98.347 - Records that must be retained.
In addition to the information required by § 98.3(g), you must retain the calibration records for all monitoring equipment, including the method or manufacturer's specification used for calibration. You must retain records of all measurements made to determine tare weights and working capacities by vehicle/container type if these are used to determine the annual waste quantities.
§ 98.348 - Definitions.
Except as specified in this section, all terms used in this subpart have the same meaning given in the Clean Air Act and subpart A of this part.
Construction and demolition (C&D) waste landfill means a solid waste disposal facility subject to the requirements of part 257, subparts A or B of this chapter that receives construction and demolition waste and does not receive hazardous waste (defined in § 261.3 of this chapter) or industrial solid waste (defined in § 258.2 of this chapter) or municipal solid waste (as defined in § 98.6) other than residential lead-based paint waste. A C&D waste landfill typically receives any one or more of the following types of solid wastes: Roadwork material, excavated material, demolition waste, construction/renovation waste, and site clearance waste.
Destruction device means a flare, thermal oxidizer, boiler, turbine, internal combustion engine, or any other combustion unit used to destroy or oxidize methane contained in landfill gas.
Final cover means materials used at a landfill to meet final closure regulations of the competent federal, state, or local authority.
Industrial waste landfill means any landfill other than a municipal solid waste landfill, a RCRA Subtitle C hazardous waste landfill, or a TSCA hazardous waste landfill, in which industrial solid waste, such a RCRA Subtitle D wastes (nonhazardous industrial solid waste, defined in § 257.2 of this chapter), commercial solid wastes, or conditionally exempt small quantity generator wastes, is placed. An industrial waste landfill includes all disposal areas at the facility.
Intermediate or interim cover means the placement of material over waste in a landfill for a period of time prior to the disposal of additional waste and/or final closure as defined by state regulation, permit, guidance or written plan, or state accepted best management practice.
Landfill capacity means the maximum amount of solid waste a landfill can accept. For the purposes of this subpart, for landfills that have a permit, the landfill capacity can be determined 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 from volume to mass to determine its capacity, the calculation must include a site-specific density.
Leachate recirculation means the practice of taking the leachate collected from the landfill and reapplying it to the landfill by any of one of a variety of methods, including pre-wetting of the waste, direct discharge into the working face, spraying, infiltration ponds, vertical injection wells, horizontal gravity distribution systems, and pressure distribution systems.
Passive vent means a pipe or a system of pipes that allows landfill gas to flow naturally, without the use of a fan or similar mechanical draft equipment, to the surface of the landfill where an opening or pipe (vent) allows for the free flow of landfill gas to the atmosphere or to a passive vent flare without diffusion through the top layer of surface soil.
Solid waste has the meaning established by the Administrator pursuant to the Solid Waste Disposal Act (42 U.S.C.A. 6901 et seq.).
Working capacity means the maximum volume or mass of waste that is actually placed in the landfill from an individual or representative type of container (such as a tank, truck, or roll-off bin) used to convey wastes to the landfill, taking into account that the container may not be able to be 100 percent filled and/or 100 percent emptied for each load.
- Table HH-1 to Subpart HH of Part 98—Emissions Factors, Oxidation Factors and Methods
Table HH-1 to Subpart HH of Part 98—Emissions Factors, Oxidation Factors and Methods
Factor | Default value | Units | DOC and k values—Bulk waste option: | DOC (bulk waste) for disposal years prior to 2010 | 0.20 | Weight fraction, wet basis. | DOC (bulk waste) for disposal years 2010 and later | 0.17 | Weight fraction, wet basis. | k (precipitation plus recirculated leachate a <20 inches/year) for disposal years prior to 2010 | 0.02 | yr | k (precipitation plus recirculated leachate a <20 inches/year) for disposal years 2010 and later | 0.033 | yr | k (precipitation plus recirculated leachate a 20-40 inches/year) for disposal years prior to 2010 | 0.038 | yr | k (precipitation plus recirculated leachate a 20-40 inches/year) for disposal years 2010 and later | 0.067 | yr | k (precipitation plus recirculated leachate a >40 inches/year) for disposal years prior to 2010 | 0.057 | yr | k (precipitation plus recirculated leachate a >40 inches/year) for disposal years 2010 and later | 0.098 | yr | DOC and k values—Modified bulk MSW option: | DOC (bulk MSW, excluding inerts and C&D waste) for disposal years prior to 2010 | 0.31 | Weight fraction, wet basis. | DOC (bulk MSW, excluding inerts and C&D waste) for disposal years 2010 and later | 0.27 | Weight fraction, wet basis. | DOC (inerts, | 0.00 | Weight fraction, wet basis. | DOC (C&D waste) | 0.08 | Weight fraction, wet basis. | k (bulk MSW, excluding inerts and C&D waste) for disposal years prior to 2010 | 0.02 to 0.057 b | yr | k (bulk MSW, excluding inerts and C&D waste) for disposal years 2010 and later | 0.033 to 0.098 b | yr | k (inerts, | 0.00 | yr | k (C&D waste) | 0.02 to 0.04 b | yr | DOC and k values—Waste composition option: | DOC (food waste) | 0.15 | Weight fraction, wet basis. | DOC (garden) | 0.2 | Weight fraction, wet basis. | DOC (paper) | 0.4 | Weight fraction, wet basis. | DOC (wood and straw) | 0.43 | Weight fraction, wet basis. | DOC (textiles) | 0.24 | Weight fraction, wet basis. | DOC (diapers) | 0.24 | Weight fraction, wet basis. | DOC (sewage sludge) | 0.05 | Weight fraction, wet basis. | DOC (inerts, | 0.00 | Weight fraction, wet basis. | DOC (Uncharacterized MSW | 0.32 | Weight fraction, wet basis. | k (food waste) | 0.06 to 0.185 c | yr | k (garden) | 0.05 to 0.10 c | yr | k (paper) | 0.04 to 0.06 c | yr | k (wood and straw) | 0.02 to 0.03 c | yr | k (textiles) | 0.04 to 0.06 c | yr | k (diapers) | 0.05 to 0.10 c | yr | k (sewage sludge) | 0.06 to 0.185 c | yr | k (inerts, | 0.00 | yr | k (uncharacterized MSW) | 0.033 to 0.098 b | yr | Other parameters—All MSW landfills: | MCF | 1 | DOC | 0.5 | F | 0.5 | OX | See table HH-4 to this subpart | DE | 0.99 |
---|
a Recirculated leachate (in inches/year) is the total volume of leachate recirculated from company records or engineering estimates divided by the area of the portion of the landfill containing waste with appropriate unit conversions. Alternatively, landfills that use leachate recirculation can elect to use the k value of 0.098 rather than calculating the recirculated leachate rate.
b Use the lesser value when precipitation plus recirculated leachate is less than 20 inches/year. Use the greater value when precipitation plus recirculated leachate is greater than 40 inches/year. Use the average of the range of values when precipitation plus recirculated leachate is 20 to 40 inches/year (inclusive). Alternatively, landfills that use leachate recirculation can elect to use the greater value rather than calculating the recirculated leachate rate.
c Use the lesser value when the potential evapotranspiration rate exceeds the mean annual precipitation rate plus recirculated leachate. Use the greater value when the potential evapotranspiration rate does not exceed the mean annual precipitation rate plus recirculated leachate. Alternatively, landfills that use leachate recirculation can elect to use the greater value rather than assessing the potential evapotranspiration rate or recirculated leachate rate.
- Table HH-2 to Subpart HH of Part 98—U.S. Per Capita Waste Disposal Rates
Year | Waste per capita
ton/cap/yr | 1950 | 0.63 | 1951 | 0.63 | 1952 | 0.63 | 1953 | 0.63 | 1954 | 0.63 | 1955 | 0.63 | 1956 | 0.63 | 1957 | 0.63 | 1958 | 0.63 | 1959 | 0.63 | 1960 | 0.63 | 1961 | 0.64 | 1962 | 0.64 | 1963 | 0.65 | 1964 | 0.65 | 1965 | 0.66 | 1966 | 0.66 | 1967 | 0.67 | 1968 | 0.68 | 1969 | 0.68 | 1970 | 0.69 | 1971 | 0.69 | 1972 | 0.70 | 1973 | 0.71 | 1974 | 0.71 | 1975 | 0.72 | 1976 | 0.73 | 1977 | 0.73 | 1978 | 0.74 | 1979 | 0.75 | 1980 | 0.75 | 1981 | 0.76 | 1982 | 0.77 | 1983 | 0.77 | 1984 | 0.78 | 1985 | 0.79 | 1986 | 0.79 | 1987 | 0.80 | 1988 | 0.80 | 1989 | 0.83 | 1990 | 0.82 | 1991 | 0.76 | 1992 | 0.74 | 1993 | 0.76 | 1994 | 0.75 | 1995 | 0.70 | 1996 | 0.68 | 1997 | 0.69 | 1998 | 0.75 | 1999 | 0.75 | 2000 | 0.80 | 2001 | 0.91 | 2002 | 1.02 | 2003 | 1.02 | 2004 | 1.01 | 2005 | 0.98 | 2006 | 0.95 | 2007 | 0.95 | 2008 | 0.95 | 2009 and all later years | 0.95 |
---|
- Table HH-3 to Subpart HH of Part 98—Landfill Gas Collection Efficiencies
Table HH-3 to Subpart HH of Part 98—Landfill Gas Collection Efficiencies
Description | Term ID | Landfill gas collection
efficiency | A1: Area with no waste in-place | Not applicable; do not use this area in the calculation. | A2: Area without active gas collection, regardless of cover type | CE2 | 0%. | A3: Area with daily soil cover and active gas collection | CE3 | 50%. | A4: Area with an intermediate soil cover, or a final soil cover not meeting the criteria for A5 below, and active gas collection | CE4 | 65%. | A5: Area with a final soil cover of 3 feet or thicker of clay or final cover (as approved by the relevant agency) and/or geomembrane cover system and active gas collection | CE5 | 85%. | Area weighted average collection efficiency for landfills | CEave1 = (A2*CE2 + A3*CE3 + A4*CE4 + A5*CE5)/(A2 + A3 + A4 + A5). |
---|
- Table HH-4 to Subpart HH of Part 98—Landfill Methane Oxidation Fractions
Under these conditions: | Use this landfill methane oxidation
fraction: | C1: For all landfills regardless of cover type or methane flux | 0.10 | C2: For landfills that have a geomembrane (synthetic) cover or other non-soil barrier meeting the definition of final cover with less than 12 inches of cover soil for greater than 50% of the landfill area containing waste | 0.0 | C3: For landfills that do not meet the conditions in C2 above and for which you elect not to determine methane flux | 0.10 | C4: For landfills that do not meet the conditions in C2 or C3 above and that do not have final cover, or intermediate or interim cover a for greater than 50% of the landfill area containing waste | 0.10 | C5: For landfills that do not meet the conditions in C2 or C3 above and that have final cover, or intermediate or interim cover a for greater than 50% of the landfill area containing waste and for which the methane flux rate b is less than 10 grams per square meter per day (g/m 2/d) | 0.35 | C6: For landfills that do not meet the conditions in C2 or C3 above and that have final cover or intermediate or interim cover a for greater than 50% of the landfill area containing waste and for which the methane flux rate b is 10 to 70 g/m 2/d | 0.25 | C7: For landfills that do not meet the conditions in C2 or C3 above and that have final cover or intermediate or interim cover a for greater than 50% of the landfill area containing waste and for which the methane flux rate b is greater than 70 g/m 2/d | 0.10 |
---|
a Where a landfill is located in a state that does not have an intermediate or interim cover requirement, the landfill must have soil cover of 12 inches or greater in order to use an oxidation fraction of 0.25 or 0.35.
b Methane flux rate (in grams per square meter per day; g/m 2/d) is the mass flow rate of methane per unit area at the bottom of the surface soil prior to any oxidation and is calculated as follows:
For equation HH-5 to § 98.343, or for equation TT-6 to § 98.463,
MF = K × GFor equation HH-6 to § 98.343,

For equation HH-7 to § 98.343,

For equation HH-8 to § 98.343,
