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Landfill Gas Monitoring

Screening Procedures, Part 2

II. Landfill Gas Screening Monitoring Procedures

A. Activities Performed in Screening Monitoring

Some or all of the following activities are performed during LFG screening monitoring:

  1. Monitoring in-place probes
  2. Constructing and monitoring bar hole probes

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B. Equipment to be used for Screening Monitoring

In order to conduct adequate screening monitoring for landfills with or without monitoring systems, the following equipment may be needed:

  • Properly calibrated infrared detector, combustible gas indicator (CGI), flame ionization detector (FID) or an equivalent instrument, capable of detecting methane gas at concentrations of 0.5-100.0 percent by volume in air.
  • Bar hole punch with at least a three foot long clean rod and weighted sliding handle for driving the rod into the ground.
  • Three foot long, one-and-one-quarter inch diameter, hand-driven, soil auger.
  • Plastic tubing and assorted connectors for ensuring airtight connections when hooking up the monitoring instrument to probes.
  • Auxiliary air pump (AP)
  • Tedlar bags
  • Durable work gloves for using bar hole punch or impact drilling rig.
  • Nominal 1/2" plastic PVC pipe cut in 12-18 inch lengths with one end cut off at a 45-degree angle, for purposes of driving the pipe into the soil.
  • Flow meter to measure pumping rate AP.
  • Magnehilix

Note: Training for LFG screening monitoring and for using gas monitoring equipment will be given on annual basis by the LFG Training Group (please contact Mr. John Bell at (916) 341-6368 for more information). As a matter of practice, new EA inspectors should be trained in the proper procedures for screening monitoring of landfill gas upon being hired and before evaluating a disposal site for compliance with the SMS for landfill gas by themselves. Additionally, Board and LEA Staff should attend the annual refresher training on how to conduct LFG screening monitoring. All staff training should be documented.  Maintenance and calibration is documented for each instrument as recommended by the manufacturer to satisfy quality assurance/quality control requirements.

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C. Monitoring System Evaluation

1. Pre-inspection information gathering

Prior to the inspection, the inspector should obtain and review copies of LFG monitoring reports submitted to the Local Enforcement Agency (LEA) by the operator for at least one year prior to the inspection. For existing monitoring systems, the inspector should identify from the monitoring reports any particular probes that should be sampled as mentioned in the section on monitoring sites that have an adequate in-place monitoring system. Additionally, the inspector should obtain maps and as-built drawings for the monitoring well system that indicate location, depth and number of perimeter probes, as well as location of any gas control system or energy extraction system wells. Any available gas control system drawings and specifications, well construction details and boring logs would also be useful. This information can help identify probes that should be sampled during the initial LFG monitoring. The inspector should also consult the LEA to determine (if applicable) what type of probe fitting/adapter may be used to connect the gas-monitoring instrument to the probes at a site.

If there is no existing and/or functional LFG monitoring system, the inspector should review any available documents containing technical information such as the report of facility information (RFI), periodic site review (PSR), and any closure documents that may provide the information needed to establish the best locations for bar hole punch monitoring as described below.

2. Criteria for field checking of in-place monitoring systems

Generally, the following should be verified:

  • Monitoring Well Probe Design: Probe construction details should generally be included with the approved gas management plan for a site. A copy of the plan should be obtained from the LEA and placed in the facility file. When monitoring system plans are not available, consideration should be given to the types, quantity and depth of buried wastes, as well as to the proximity of sensitive receptors.

Note: Operators should consider the regular closure construction standards when designing and placing monitoring well probes. (This is suggested because all landfills will have to eventually meet these standards at closure and it is usually more cost effective to meet them sooner rather than later.)

  • Probe Functionality. Monitoring well probes may become plugged up for a variety of reasons. Make sure probes are not damaged, partially or fully filled with water, covered with dirt or mud, or otherwise destroyed or contaminated. Additionally, probes should be clearly marked and include shut off valves and/or terminating caps securely attached to them. Probes in vaults are less likely to be damaged or plugged, however, they are more susceptible to flooding). An obstructed probe will result in the LFG monitor pump laboring noticeably, or even shutting down completely.  Checking the latest monitoring records should help in determining what probes, if any, may not be fully functional.  Adequate care should be taken to insure water or excessive water vapors is are not drawn into the monitoring instrument.  A hydrophobic filter should always be used.  Additionally, a comparison with the existing gas monitoring records may show a change from previously recorded consistent levels of gas to a string of consecutive extremely low or zero readings.
     
  • Please note that not all of the landfill gas issues may be resolved employing the screening process during an initial inspection.  If necessary, upon return from the inspection, EA inspector may consider consulting the appropriate technical staff at the Board for further assistance in determining the functionality of plugged probes and to discuss the need for supplemental enhanced monitoring.
     
  • Generally monitoring wells are adequately placed if they are: At or near (within 2 ft. of the permitted boundary of the disposal facility) facility property boundary if the landfill has no permit. If the operator has chosen to install a well inside the permitted facility boundary closer to waste, and the inspector finds more than 5 percent LFG in a probe, then the operator will have to either install another well closer to the permitted facility boundary, or control LFG at that point to a level below 5 percent.  A point of compliance may be chosen at any monitoring well designated by the operator to meet 27 CCR Section 20919.5. If a methane concentration above 5 percent is found in a compliance probe located toward the interior of a disposal site, this would indicate the need for further monitoring closer to the boundary. In such a case, a violation can also be given for an inadequate monitoring system.

Placed outside of the zone of influence of an active LFG control system outer gas extraction wells. Probes placed directly opposite of extraction wells generally tend to have lower LFG readings than wells placed between extraction wells, however, this should be verified through direct probe measurements using a vacuum gauge.

Placed every 1,000 feet or less, or at least one for each linear side of the facility perimeter boundary, (whichever can provide more coverage), for landfills that are subject to 27 CCR 20919.5. In some cases, exceptions from these guidelines may be allowed. (Additional probes may be required if there is a significant amount of landfill gas being generated within the site and there are no natural barriers to prevent off site LFG migration).

Placed adjacent to receptors (structures, orchards, crops, etc.) that are within 1,000 feet of the site regulatory boundary.

Note: If possible, conduct a visual inspection to compare the system layout indicated in the available construction plans with the current field situation.

Note: The above recommendations and guidelines are not intended as absolute criteria in evaluating the adequacy of the LFG monitoring system and program implemented by the operator but are rather designed to assist the inspector in determining whether to monitor and, if necessary, where to conduct additional monitoring by employing bar hole probes.

3. Results of field checking

Monitoring system evaluation will result in one of the following conclusions:

a.  Monitoring system is adequate

  1. Based upon determination by inspector       
  2. Based upon verification of in-place monitoring system constructed according to approved design.

b. There is no monitoring system in place

c. The monitoring system is inadequate

  1. Determined by inspector with or without approved plan
  2. Determined by review of plans by appropriate technical staff prior to field inspection and verified by inspector.
  3. Based on key probes being partially or fully nonfunctional during screening monitoring.

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D.  Selection of which Wells to Monitor and/or Placement of Constructed (Barhole) Probes

The following sections show where and how screening monitoring should be conducted for facilities that have (1) an adequate monitoring system, (2) no monitoring system, or (3) an inadequate monitoring system. After evaluating the monitoring system using the criteria in the previous section:

1. If the monitoring system is adequate:

Monitor selected in-place perimeter wells.

Wells that have one or more of the following characteristics should be selected for monitoring:

  • Well has a documented history of elevated readings.
  • Well at the perimeter of a waste unit without an active control system, or that has a control system that is malfunctioning, disconnected, or has a recent history of unreliable operation.
  • Well is close to off-site receptors (within 1,000 ft.)- Receptors include buildings, agricultural crops and public gathering locations, such as schools, playgrounds, parks and golf courses. If multi-depth probes meet any one of the above criteria, all depths should be monitored.

2. If there is no monitoring system:

Conduct screening monitoring using a bar-hole punch. Bar holes should be placed at appropriate locations on the perimeter of a site based upon the following criteria:

  • Soils. Porous soils, such as sands and sandy loams are the soils that may potentially yield the highest readings for LFG. If the soil appears to collapse in the hole as the punch is removed, then the monitoring point should be constructed by slipping a piece of PVC pipe over the rod and pounding the pipe into the ground.
  • Geomorphology. Review available plans and geological and hydrogeological records that may indicate the most probable pathways for LFG to migrate. Consult with appropriate Board technical staff for sites where no landfill gas monitoring plan has been reviewed, or there is some reason to believe some special condition may exist at the site.
  • Proximity of waste and receptors to permitted boundary. Bar hole monitoring is site specific should be done at or near the boundary, at points, which are closest to the waste or nearby receptors. See Figure 1 below.   

Example of landfill gas monitoring probe placement
Diagram 2

Wells in Diagram 2 above P1, P4, P5, P6 and P7 should definitely be screened. Either one of wells 2 and 3 are optional, unless they have had a recent history of readings above 5% methane, or they have not been monitored in the past.

If the result of monitoring the bar hole probe indicates that LFG is migrating at a level of 0.5-5%, the operator should be encouraged to conduct further monitoring to determine if LFG is migrating at levels deeper then 3 feet pursuant to 27 CCR Section 20919.

At arid, rural landfills (ARLs), with no receptors nearby, only one bar hole location may be needed, because these sites typically have little LFG migration. ARLs are those that usually receive less than 10 inches of precipitation per year, and take less than 20 tons of refuse per day. Moreover, the amount of moisture that returns to the atmosphere through evaporation will exceed the amount of moisture that penetrates into the ground. The result is a net loss of moisture at small dry landfills on an annual basis.

  • Proximity to receptors. Bar hole probes should be used as close as possible to receptors while still being at or near the boundary of the site.  

Disclaimer: The above guidelines for placement and monitoring of probes are used for screening monitoring and are not intended to be used by operators as absolute indicators of compliance with Subtitle D or other monitoring requirements.

Note: If bar hole monitoring results are inconclusive, Board staff may conduct additional monitoring using the SGVIP unit, in order to assess the risk posed by the site to the public and the environment.

3. If monitoring system is inadequate:

A monitoring system is inadequate if it is significantly different from an approved monitoring plan or if it has not been approved by the LEA and/or the Board. The operator should be required to submit a work plan to correct the inadequacies. A violation or area of concern can be given if a monitoring system is inadequate and differs from what was specified by the LEA, local fire control authority or the Board.

An inspector can still use the guidance in 1 and 2 above to conduct Screening Monitoring. If a violation or area of concern for an inadequate monitoring system is given, the inspector should note all inconsistencies or system problems that led to the finding.

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Last updated: March 04, 2011


Landfill Gas, http://www.calrecycle.ca.gov/SWFacilities/Landfills/Gas/
Gino Yekta: Gino.Yekta@calrecycle.ca.gov (916) 341-6354