Fact sheet: Monitored natural recovery (MNR) and enhanced natural recovery (ENR) – Sediments

From: Public Services and Procurement Canada

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Description

Monitored Natural Recovery (MNR)

Monitored Natural Recovery (MNR) is an environmental management approach to contaminated sediments that uses a natural process, or combination of natural processes, to reduce the mass, toxicity, bioavailability, mobility, volume and/or concentration of contaminants and their degradation products in the environment to an acceptable level to protect human health and the environment.

Natural recovery processes refer to various physical, chemical, and biological mechanisms that occur naturally without human intervention in favourable conditions. These in situ processes include:

  • Capping and dispersion
  • Sorption and precipitation
  • Radioactive decay and stabilization
  • Biodegradation
  • Chemical or biological transformation or destruction of contaminants.

Enhanced Natural Recovery (ENR)

Enhanced Natural Recovery (ENR) is a form of MNR in which a thin-layer cap of granular material or an amendment (generally between 10 cm and 20 cm) is placed to augment natural recovery processes. In this respect, the technique can be compared to capping. However, while capping is an immediate barrier to contaminant exposure, ENR progressively reduces the concentration of contaminants of concern.

Internet links:

Implementation of the technology

Implementation of this technology may include:

  • Mobilization, site access and installation of temporary facilities.
  • Capture and relocation of aquatic organisms and fauna, if possible, located in the rehabilitation area. See activities involving species at risk.
  • Control (or elimination) of the source of contamination.
  • Assessment of the site to evaluate the presence of natural remediation processes, the processes involved (physical, chemical and biological) and the rate of natural recovery.
  • Assessment of the feasibility of a natural restoration technique:
    • Long-term trends in contaminant levels in biota.
    • Long-term trends in contaminant concentrations in the water column (assessed over a typical period of low flow and high biological activity).
    • Historical trends in surface contaminant concentrations (in sediment cores).
    • Long-term trends in contaminant concentration in surface sediments, sediment toxicity or contaminant mass in sediments.
  • Placement of a layer of granular material or amendments to assist ENR .
  • Implementation of a long-term monitoring network (sediments, surface water, pore water and environmental ecology monitoring) based on potential contaminant transport pathways and to monitor natural recovery.

Materials and Storage

MNR is considered a passive in situ environmental management approach. No equipment or material inputs are required for successful performance of MNR .

However, the ENR design integrates clean sediments or amendments to enhance natural recovery. In this case, they must be stockpiled and specialized equipment may be required for transport and placement. Please refer to the Materials and Storage section of the capping data sheet.

Waste and Discharge

No significant waste discharge is created with the MNR approach, except with the use of ENR . The latter may generate waste and discharge. According to local waste disposal guidelines, excess materials (clean sediments or amendments) may be reused or disposed of.

Soluble and/or buoyant materials (sediments and amendments) may enter the water column during placement, increasing the loading into the water column and potentially migrating downstream. Resuspension of contaminants in the water column can occur during sediment capping.

Rainfall runoff from unprotected stockpiled material can enter the waterbody (if the storage has not been properly managed). Potential runoff should be captured and treated prior to discharge.

Recommended analyses for detailed characterization

Biological analysis

  • Total heterotrophic and specific bacterial counts (according to the contaminants of interest)
  • Characterization and count of aquatic organisms

Chemical analysis

  • pH
  • Alkalinity
  • Sulphide concentration
  • Contaminant concentrations present in the following phases:
    • adsorbed
    • dissolved
    • free
  • Nutrient concentrations including:
    • ammonia nitrogen
    • nitrates
    • nitrites
    • total phosphorus
    • organic nitrogen
    • potassium
  • Redox potential
  • Salinity/conductivity
  • Dissolved oxygen
  • Groundwater biodegradation indicators (dissolved oxygen, nitrate, sulfate, dissolved iron, methane)
  • Temperaturenull
  • Total Organic content in sediments and pore water
  • Electrical conductivity

Physical analysis

  • Presence of non-aqueous phase liquids (NAPLs)
  • Sediment particle size distribution
  • Sediment geotechnical properties (bulk density, plasticity, shear strength and cohesion)
  • Sediment stability

Recommended trials for detailed characterization

Biological trials

  • Ecotoxicological bioassays
  • Conducting laboratory tests to verify the efficiency of biodegradation

Other information recommended for detailed characterization

Phase II

  • Regional climatic conditions (precipitation, temperature, etc.)
  • Bathymetry
  • Characterization of the physical environment includes:
    • Size of the waterbody
    • Tidal infuence
    • Ice regime
    • Aquatic species
    • Presences of bridges
    • Proximity to land and/or maritime structures
  • Characterization of the present and proposed surface water usage and the water body in general (including the required draft for vessels)
  • Presence of above and below ground infrastructure
  • Nature of the contamination and the delineation of its extent
  • Lithologies and stratigraphy of the site
  • Erosion potential
  • Sediment deposition rate and transport
  • Characterization of biological processes that occur, or have occurred, at the site, likely to impact contaminants, as well as human and ecological receptors
  • Presence of known and potential receptors
  • Assessment of the biological conditions and ecological factors such as habitat vulnerability, presence of protected areas, presence of species at risk
  • Attenuation and in situ biodegradation rates

Phase III

  • Identification of preferential pathways for contaminant migration
  • Characterization of the hydrogeological system including:
    • the hydraulic conductivity
    • the seasonal fluctuations
    • the hydraulic gradient
    • Groundwater and surface water flow direction
    • Currents, wave action and tidal profiles
    • Sediment permeability
    • Water balance
    • Water column thickness
  • Geochemical and/or hydrogeological modeling
  • Risk assessment on identified sensitive receptors
  • Approximate volumes of contaminated sediments
  • Contaminant mass balance

Notes:

The analyses, trials, and characterization recommendations are dependent on the type of recovery employed at the site: chemical transformation, physical isolation, reduction in bioavailability and mobility, and/or dispersion. Not all analyses listed will be necessary at every site. For more information on required analyses, trials, and characterization, see ESTCP (2009).

Applications

Natural recovery can generally be applied to most aquatic environments and contaminants. Natural recovery has a greater potential for success when the contaminated area is well defined, the source of contamination is removed and controlled, the erosion rate is lower than the rate of sediment deposition, and contaminants tend to biodegrade. The ideal context is one of naturally decreasing concentrations of contaminants in surface sediments and biota over time.

Applications to sites in northern regions

  • This management approach can be used in remote locations without services or electricity.
  • The technology is applicable in northern environments, but remote sites have greater logistical challenges associated with mobilization, resulting in higher costs. In addition, equipment availability is limited and the seasonal windows to conduct work are short.
  • Cold climates generally have a negative impact on contaminant biodegradation processes—the half-life of contaminants will be longer than in temperate climates.
  • Monitoring and testing are limited by timely access to certified laboratories and often necessitate the development of on-site testing and analysis of materials, the implementation of progressive interventions and/or the implementation of a risk-based management approach.
  • Cold weather can have an impact on reactions with amendments. Reaction time or treatment performance could be compromised.
  • The technology may require the placement of restrictions or limitations on the human consumption of native organisms when contaminated sediments are present. Because local people may rely on aquatic species as important sources of food, these restrictions may significantly impact communities.

Treatment type

Treatment type
Treatment typeApplies or Does not apply
In situ
Applies
Ex situ
Does not apply
Biological
Applies
Chemical
Applies
Control
Does not exist
Dissolved contamination
Applies
Free Phase
Does not exist
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
Exist
Commercialization
Exist

Target contaminants

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

Notes:

Restrictions involve contaminants that require the presence of specific natural processes (such as sedimentation) or that may require the use of ENR .

Treatment time

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

Notes:

MNR has been successfully conducted on several contaminated site remediation projects and thus can be considered a commercialized technology. ENR is commercially available for certain amendments and in the testing phase for others.

The time required for MNR to remediate a contaminated site depends on site characteristics (type and volume of contaminants, size and depth of the contaminated area, type of sediment present, and physical conditions at the site). It may take years to decades to clean up a site using MNR .

Long-term considerations (following remediation work)

If MNR achieves its remediation goals, there are few to no post-remediation long-term considerations.

Locations where sedimentation has buried contaminants under clean sediments are at risk of re-exposure. Institutional controls, such as restrictions on navigation, may be required to avoid disturbance of the overlain clean sediments. Additional monitoring following extreme weather events or turbulence (such as floods, earthquakes) should also be considered in sedimentation locations.

Another risk in MNR remediation is that contaminant dispersion may redistribute contaminants downstream, resulting in increased risk off-site while giving the appearance of moving toward site remediation objectives. Careful water and sediment quality monitoring during the remediation period will identify this risk early so measures may be taken to prevent further loss of contaminants off-site.

Secondary by-products and/or metabolites

Biodegradation of Monocyclic Aromatic Hydrocarbons and Petroleum Hydrocarbons usually does not generate any deleterious secondary by-products or metabolites but generates harmless products such as carbon dioxide and water.

Depending on site conditions and contaminant characteristics, harmful intermediate degradation products may be formed. Furthermore, the biodegradation processes may lead to changes in the geochemical conditions and increase the mobility of some chemical parameters.

Limitations and Undesirable Effects of the Technology

  • MNR and ENR are not appropriate in the following situations:
    • Moderate to severe immediate risks to human health and ecological receptors since remediation targets are only achievable over a relatively long period.
    • Locations where the contamination is not well delineated in all the contaminated media.
    • Locations where sediment erosion is likely.
    • Locations where the source of contamination is still active and/or uncontrolled.
    • Locations with an erosion rate higher than the sediment deposition rate.
    • Contaminants are non-biodegradable or transform into more toxic products.
    • Presence of unexploded explosive ordnances (UXOs), which pose a risk of unintentional detonation.

 

  • MNR and ENR are challenging under the following conditions:
    • Water depth and flow are not adequate for assisted natural recovery, as with other in situ treatments (see capping fact sheet).
    • Cold temperature as it reduces the technology’s effectiveness.
    • Limited contaminant bioavailability.
    • Complex and costly demonstration work required, depending on the type of contaminant.
    • Negative public perception caused by a misconception of natural restoration as a “do nothing” approach.
    • Institutional controls are required.

 

  • MNR and ENR can have the following adverse effects:
    • Potential for reintroducing contaminants into the environment (following major sediment disturbance).
    • Potential for migration of the contaminated area (sediment transport).
    • Degradation by-products might be more harmful and toxic than the original compounds.
    • Sensitive habitats that may be irreversibly damaged by remediation.

Complementary technologies that improve treatment effectiveness

It has been shown that other technologies can improve the efficiency of MNR / ENR and reduce the time needed to achieve the remediation objectives:

  • Dredging, excavation or capping of contaminated sediments presenting a high risk to human health and the environment.
  • Applying a thin layer (10–20 cm) of clean sediments or amendments (that is, ENR ).
  • Implementing turbulence and flow-control hydraulic structures (stone walls, dams, dykes, etc.) to accelerate sediment deposition.

Required secondary treatments

No secondary treatment is required if risk reduction levels are achieved.

Application examples

Application examples are available at these links:

Performance

MNR performance and recovery time vary depending on sedimentation rates, the dispersion of contaminants within the sediments, the degree of bioturbation, contaminant sequestration and biodegradation processes. For example, MNR occurs more quickly in net depositional environments, where a layer of clean sediments buries contaminated sediments. Performance will also be impacted by the use of complementary technologies and/or acceleration methods (such as introduction of a thin capping layer, presence of structures favouring sedimentation).

Natural recovery is a generally inexpensive management option compared to active or intrusive treatment technologies. However, it takes several years to complete, does not always meet the remediation objective and may limit the reuse of the land for other types of activity.

Site Managers should be prepared to adjust and readjust performance forecasting and consider alternative technologies if measured results deviate significantly from their original predictions.

Measures to improve sustainability or promote ecological remediation

MNR is inherently a more sustainable remediation technology than active treatment. However, the following points can be considered to improve the sustainability of the technology and/or promote ecological recovery:

  • Using renewable energy and energy-efficient equipment for technology implementation.
  • Reducing fuel consumption (and using renewable energy where available) for vehicles and heavy machinery.
  • Optimizing the scheduling to promote resource sharing and reduce the number of mobilization days.
  • Capturing and relocating the species at risk and sensitive habitats are likely to be affected by the remediation work.
  • Using local borrow pits to supply capping materials (if applicable).
  • Using telemetry for remote monitoring of secondary treatments, if applicable, to reduce the number of field visits.
  • Reviewing historical data and optimizing the monitoring program to reduce the number of samples required and sampling effort.

Potential impacts of the application of the technology on human health

Potential Human Health Impacts

The environmental and human health effects arising during remediation through MNR are the result of exposure to contaminants already in the system, which are allowed to continue as the site moves toward remedial objectives. When human exposure levels are unacceptably high, MNR may be combined with risk management techniques (such as institutional controls preventing site access) or barrier technologies (such as ENR or capping) to reduce exposure.

Potential Aquatic Impacts

The placement of a thin-layer sediment cap may change the existing sediment concentration, which may lead to changes in the food supply and nutrients available to aquatic and benthic organisms. The added sediments may also change the existing habitat structure and protective cover. These changes may result in mortality and difficulty re-establishing habitats and colonies within the site.

Negative effects associated with ENR may be mitigated through a thorough site characterization and relocation of threatened or endangered species and associated habitats. Using materials similar to native sediments will encourage the re-establishment of the benthic communities and decrease the time required to restore biological activity at the site. In addition, including large debris, such as boulders, will provide cover for aquatic and benthic organisms and increase the likelihood of survival.

References

Author and update

Composed by : Bruno Vallée M.Sc, LVM Inc.

Updated by : Ashley Hosier, P.Eng. Royal Military College of Canada

Updated Date : January 2, 2017

Latest update provided by : Juliette Primard, Frédéric Gagnon and Sylvain Hains. WSP Canada Inc.

Latest update date :March 31, 2024

Version:
1.2.7.1