Fact sheet: Aerobic biopile

From: Public Services and Procurement Canada

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Description

The aerobic biopile is an ex situ treatment technology based on the stimulation of the activity of aerobic or facultative aerobic microorganisms responsible for the biodegradation of contaminants in soil. Contaminated soils are excavated and placed in piles (biopiles) with heights generally between 0.91 m and 3.05 m, width and length without any restriction.

Biopiles must be designed and operated to provide optimal conditions of temperature, humidity, aeration, and nutrients to promote biodegradation of target contaminants. Biodegradation is usually accomplished by indigenous microorganisms; sometimes the addition of specific microorganisms may be required. Sometimes it may be necessary to add structuring agents such as wood chips and soil amendments to improve airflow through the biopile and promote biodegradation processes.

Sources:

Implementation of the technology

The implementation of an aerobic biopile can include:

  • Mobilization, site access, preparation of the site, and the establishment of temporary facilities
  • Excavation of contaminated soils, including the installation of support systems, pumping systems and/or slope stability control systems if required
  • The installation of the aerobic biopile system, if the technology is implemented on site, including the collection and treatment of the vapour or liquid effluents, and its operation or the transport by truck to an existing treatment site;
  • Securing or backfilling the excavation;
  • Leachate and runoff collection and treatment systems;
  • Aeration and irrigation system
  • The use of impermeable geomembrane cover for the protection of the clean soils;
  • A water sprayer and/or biodegradable soil mats to control dust;
  • Mixing using specialized equipment, agricultural equipment or an excavator;
  • Addition of nutrients and amendments. 

Materials and Storage

On-site storage may include amendments, nutrients, fuel, lubricants, and other site materials required for processing and operation of machinery, and equipment needed to implement the process.

Temporary piles of contaminated soil awaiting treatment or transport off-site may also be stored on the site.

Seepage water from excavation areas and/or runoff from sites can also be stored in tanks if it is contaminated. It can also be treated on site, which requires the storage of materials for the operation of the water treatment system.

Residues and Discharges

All contaminated soils are normally excavated. Thus, there is little residue associated with this technology. The waste on site is typical of a construction site.

Dust from excavations, soil treatment areas or soil spread on the ground by the wheels or tracks of equipment may be emitted on the site.

Off-gases potentially resulting from the volatilization of contaminants from excavation walls or temporary piles, dewatering, if dewatering is required, leachate and runoff may need to be captured by appropriate management and treatment systems.

Natural biodegradation, particularly of hydrocarbons, can also produce off-gas emissions of non-contaminant products. These products may include carbon dioxide, ammonia, methane and/or hydrogen sulphide.

Recommended analyses for detailed characterization

Biological analysis

  • Total heterotrophic and specific bacterial counts (according to the contaminants of interest)

Chemical analysis

  • pH
  • Organic matter content
  • Contaminant concentrations present in the following phases:
    • adsorbed
    • free
  • Nutrient concentrations including:
    • ammonia nitrogen
    • total Kjeldahl nitrogen
    • nitrates
    • nitrites
    • total phosphorus

Physical analysis

  • Temperature
  • Soil water content
  • Soil granulometry

Recommended trials for detailed characterization

Biological trials

  • Conducting laboratory tests to verify the efficiency of biodegradation
  • Small-scale nutrient and/or amendment addition tests (on-site or off-site) to determine optimal dosages

Other information recommended for detailed characterization

Phase II

  • Regional climatic conditions (precipitation, temperature, etc.)
  • Presence of potential environmental receptors
  • Presence of above and below ground infrastructure
  • Characterization and delimitation of the extent of the contamination

Phase III

  • Volume of contaminated material to treat
  • Characterization of the hydrogeological system including:
    • the direction and speed of the groundwater flow
    • the hydraulic conductivity
    • the seasonal fluctuations
    • the hydraulic gradient
  • Hydraulic tests to evaluate dewatering flows, if necessary
  • Evaluation of discharge water quality (if pumping required)

Applications

The technology applies to organic compounds that can be biodegraded under aerobic conditions.

Suitable for treating soils that have conditions favourable to biodegradation, including pH between 6 and 8, and moisture between 40% and 85%.

Applications to sites in northern regions

  • The technology is achievable in northern environments, however, remote sites require greater mobilization, resulting in higher on-site supervision costs. In addition, equipment availability is limited and work windows are relatively short.
  • Cold climate could have a negative impact on the biodegradation processes of contaminants. The treatment time will be longer compared to that in a temperate climate. However, the potential for contaminant migration and volatilization will be reduced.
  • Difficulties in obtaining timely test results may require reliance on field screening and progressive interventions.
  • Low temperatures slow down biodegradation significantly. Research suggests that insulating the pile and/or providing a low level of heating may be effective in some situations.
  • Aerobic biopiles are popular options in remote areas, but they must be designed to operate without operator intervention for extended periods.

Treatment type

Treatment type
Treatment typeApplies or Does not apply
In situ
Does not apply
Ex situ
Applies
Biological
Applies
Chemical
Does not exist
Control
Does not exist
Dissolved contamination
Does not exist
Free Phase
Applies
Physical
Applies
Residual contamination
Applies
Resorption
Applies
Thermal
Does not exist

State of technology

State of technology
State of technologyExist or Does not exist
Testing
Does not exist
Commercialization
Exist

Target contaminants

Target contaminantsApplies, Does not apply or With restrictions
Aliphatic chlorinated hydrocarbons
With restrictions
Chlorobenzenes
With restrictions
Explosives
Does not apply
Metals
Does not apply
Monocyclic aromatic hydrocarbons
Applies
Non metalic inorganic compounds
Does not apply
Pesticides
With restrictions
Petroleum hydrocarbons
Applies
Phenolic compounds
With restrictions
Policyclic aromatic hydrocarbons
With restrictions
Polychlorinated biphenyls
Does not apply

Notes:

Chlorobenzenes: suitable for chlorobenzene, dichlorobenzene and trichlorobenzene;
Phenolic compounds: suitable for cresol, pentachlorophenol and tetrachlorophenol.

Treatment time

Treatment time
Treatment timeApplies or Does not apply
Less than 1 year
Applies
1 to 3 years
Applies
3 to 5 years
Does not apply
More than 5 years
Does not apply

Notes:

Less volatile and more recalcitrant compounds may require up to two years in treatment; readily degradable compounds may be remediated in weeks. High levels of treatment (contaminant reductions of 99% or more) typically require significantly more time than moderate contaminant reductions (70% to 90%).

Long-term considerations (following remediation work)

Contaminated soils are excavated and will only be reused on site if they meet the environmental and geotechnical criteria allowed for the site. For this reason, little to no long-term consideration exists at the treated sites following backfilling and when the equipment and facilities have been dismantled.

Secondary by-products and/or metabolites

Aerobic biodegradation of organic contaminants generally does not generate toxic metabolites or hazardous by-products. It generates products such as carbon dioxide and water. 

Limitations and Undesirable Effects of the Technology

  • Requires a large area for the construction of the processing area and its infrastructure.
  • The conditions and the time of treatment depend on the climatic conditions.
  • The emission of dust or the volatilization of certain contaminants can be a problem.
  • Excavation costs can be high if it must be done at great depth.
  • High concentrations of contaminants or low concentrations of nutrients can affect the effectiveness of the treatment.
  • May require control, collection and treatment of runoff and/or leachate. Significant treatment areas may require capping, paving, or conditioning (e.g., with lime treatment) of large surfaces, necessitating runoff management and local changes in soil water infiltration paths. 
  • High initial concentrations of contaminants can be toxic to microorganisms.
  • Following treatment, the volume of treated soils may be greater than the original volume of contaminated soils due to the addition of structuring agents.
  • The transportation of contaminated soil for off-site treatment may not be well received by the population.
  • Variations in redox potential, pH, ionic strength and/or soil organic matter content may affect the mobilization of metals such as cadmium, copper, zinc or chromium.
  • Heavy machinery used for the work may cause temporary nuisances for the population. The concerns of the neighbourhood and the stakeholders are often related to dust, noise, odours, light (at night) and traffic problems.  

Complementary technologies that improve treatment effectiveness

Complementary technologies can be coupled with aerobic composting to improve its efficiency. These technologies include:

  • Biostimulation (addition of nutrients, oxygen)
  • Bio-augmentation (addition of microorganisms);
  • Air injection and/or irrigation system to maintain humidity;
  • A physical operation such as sieving to reduce the aggregates before processing;
  • The addition of hot air to increase the temperature of the soil (20 °C to 35 °C) to stimulate bacterial growth and biodegradation.

Required secondary treatments

  • Collection and treatment of off-gases, if required;
  • Collection and treatment of runoff and/or leachate, if required.

Application examples

The following links provide examples of application:

Performance

It is difficult to reduce the concentration of petroleum hydrocarbons by more than 95% and to achieve residual contaminant concentrations of less than one part per million. A high level of treatment, a reduction in contaminant levels of 99% or more, has been observed in the past.

Measures to improve sustainability or promote ecological remediation

  • Use of renewable energy and energy-efficient equipment for technology implementation.
  • Optimization of the schedule to promote resource sharing and reduce the number of mobilization days.
  • Recycling of leachate to promote the addition of nutrients to the soil.
  • Collection of rainwater for irrigation purposes.
  • Use of dewatering water in the aerobic soil composting process to reduce water requirements and discharges.
  • Passive ventilation techniques to provide oxygen in soil piles.
  • The use of the TRIAD approach for the planning and execution of site characterization steps in order to optimize characterization efforts and reduce the ecological footprint of this work.
  • Use of locally produced fertilizers or amendments.
  • Valorization of treated soils.

Potential impacts of the application of the technology on human health

Unavailable for this factsheet

References

Author and update

Composed by : Magalie Turgeon, National Research Council

Latest update provided by : Nathalie Arel ing., M.Sc., Frédéric Gagnon CPI., Sylvain Hains ing., M.Sc., Golder Associates Ltd.

Updated Date : March 21, 2022

Version:
1.2.4