Fact sheet: Dredging and Off-site Disposal (Ex situ)— Sediments

From: Public Services and Procurement Canada

General Note:

This fact sheet mainly presents the dredging part of the technology. Possible treatment solutions following sediment removal are detailed in the respective fact sheets associated with a specific type of treatment. The available specific treatments following dredging are listed in the section on required secondary treatments in this fact sheet.

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Description

The terms “dredging,” “environmental dredging,” or “underwater excavation” refer to the removal of contaminated sediments from a waterbody for purposes of sediment remediation. Dredging machinery is usually mounted on a barge. Generally, the maximum depth at which dredging can be used is around thirty metres below water level. Once the contaminated sediments have been extracted, they are transported to treatment facilities (off-site) and/or to authorized disposal sites.

Several dredging techniques are available, and the two categories of technology generally considered in sediment remediation projects are mechanical and hydraulic. The choice of method essentially depends on the project objectives, site conditions and the type of sediment being remediated.

  • Mechanical dredging involves removal of sediments using mechanical equipment. This equipment can consist of a grab bucket, a spoon bucket or a bucket chain. The dredged sediments are deposited in containers on a barge prior to disposal. Mechanical dredging is optimal in locations where sediment disturbance does not lead to significant resuspension in the water column (i.e., in locations with coarse-grained and sandy sediments).
  • Hydraulic dredging uses a dredge head and hydraulic pump to remove the contaminated sediments in place through pumping. The aspirated material, consisting of sediments in the form of slurry, is pumped to a handling site. The slurry can be temporarily stocked into watertight containers or carried to a disposal site using pipelines. Hydraulic dredging requires large amounts of water to transport sediments (transportation water); consequently, dewatering and water treatment are major design considerations. Hydraulic dredging is best suited for wet and fine-grained sediments.

Although the water content of dredged sediments is generally lower with mechanical dredging than it is with hydraulic dredging, sediment dewatering and water treatment must be considered for both categories of dredging technology. On-site treatment (such as dewatering) of sediments is often required.

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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 excavation area. See activities involving species at risk
  • Identification of the optimal process (i.e., mechanical or hydraulic) and necessary equipment based on water depth, distance to the shoreline, sediment characteristics, and available technology
  • Equipment placing and staging, which may occur on the shoreline or on a barge, dependent on the proximity of the dredge operations to the shoreline
  • Removal of large debris (rocks, vegetation, etc.) that can damage machinery. Debris should be put back post-remediation, if possible, to limit potential disturbance to aquatic fauna following remediation activities
  • Removal of contaminated sediments while minimizing the removal of clean sediments
  • Sediment transfer from the dredging site to an intermediate handling site
  • Transfer of sediments to containment for dewatering and/or pre-treatment
  • Sediment storage in barge-mounted watertight containers
  • Use of pumps and pipelines to move the sediment-water slurry
  • Sediment pretreatment phases such as dewatering or sediment size separation as required
  • Water treatment systems as required (dewatering)
  • Vapour and gas recovery and treatment systems, if required
  • Temporary storage of sediments in stockpiles on-site or immediate loading for transport
  • Monitoring of the dredged area through a bathymetric survey or test samples to ensure that the remediation objectives are met
  • Monitoring cut lines post-dredge in an effort to determine the quantity of residual contamination
  • Trucking to off-site disposal or treatment site
  • Site restoration (grading, revegetation, etc.)
  • Short- or long-term monitoring after completion of the remediation activities to ensure natural restoration by the site’s living organisms

Materials and Storage

On-site storage may include clean sediments, fuels, lubricants, amendments and other site materials required for operating the machinery and equipment for the implementation of the technology.

Temporary stockpiles of contaminated sediments may be stored on barges or on the shore, pending characterization and off-site transportation. Sediments should be stored and transported in liquid-tight containers and covered to prevent loss of dredged liquids and volatilization.

In addition to contaminated sediments, amendments used in the treatment of sediment-pumping water may also be stored on-site. Amendments stored on-site should be covered to prevent dust production and from runoff caused by precipitation.

A mobile water treatment plant may be brought to the site. This type of system often includes a flash mixer, flocculent tank, clarifier, sand filters, and additional treatment equipment (such as activated carbon).

Waste and Discharge

Water that comes in contact with the contaminated sediments may need to be treated prior to being discharged into the environment. This includes transportation water and the dewatering of contaminated sediments. Discharge may include wastewater treatment.

There is a risk of accidental discharge (solid, liquid or gas) when conducting dredging activities. Particles that are resuspended during dredging activities may be redeposited at the dredging site or, if not controlled, transported to downstream locations in the waterbody. The release of contaminated sediments can occur during material transport, handling, and treatment. High concentrations of dissolved and suspended contaminants may be released from untreated liquid discharge.

Vapour discharge may be released from equipment exhaust or from the volatilization of contaminants from temporary sediment stockpiles prior to their treatment. Also, gaseous emissions from sediments containing high levels of organic matter content can cause odour issues. Workers who find themselves in the potential presence of odours or volatile compounds must take precautions to prevent gas emanations by monitoring concentrations, using adequate personal protective equipment and/or by conducting sediment dredging and conducting work in colder temperatures.

Recommended analyses for detailed characterization

Chemical analysis

  • Organic matter content
  • Contaminant concentrations present in the following phases:
    • adsorbed
    • dissolved
    • free
  • Water quality parameters for pumped water and sediment dewatering, such as:
    • Temperature
    • Dissolved oxygen
    • pH
    • Conductivity
    • Turbidity
    • Hardness
    • Total dissolved solids
    • Total suspended solids
    • Concentration of various ions (metals, nitrites, nitrates, chloride, ammonia, dissolved methane, etc.)

Physical analysis

  • Presence of non-aqueous phase liquids (NAPLs)
  • Sediment water content
  • Sediment particle size distribution
  • Sediment geotechnical properties (bulk density, plasticity, shear strength and cohesion)
  • Total suspended solids
  • Dry matter content

Recommended trials for detailed characterization

Chemical trials

  • Soil washing/flushing trials

Physical trials

  • Segregation/sieving tests to evaluate whether the various particle sizes can be used to reduce the volume of sediments to be treated
  • Sediment dewatering tests (stacked drainage, geotube containers, etc.
  • Treatability tests according to the selected treatment technology following the sediment dredging (see general note at the beginning of the fact sheet)

Hydrogeological trials

  • Pumping trials

Other information recommended for detailed characterization

Phase II

  • Bathymetry
  • Characterization of the physical environment includes:
    • Size of the waterbody
    • Tidal infuence
    • Ice regime
  • 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
  • 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

Phase III

  • Identification of preferential pathways for contaminant migration
  • Characterization of the hydrogeological system including:
    • the hydraulic conductivity
    • the hydraulic gradient
    • Groundwater and surface water flow direction
    • Currents, wave action and tidal profiles
    • Sediment permeability
    • Hydrostatic pressures
    • Water balance
    • Bed stability
    • Water column thickness
  • Geochemical and/or hydrogeological modeling
  • Risk assessment on identified sensitive receptors
  • Contaminant mass balance
  • Approximate volumes of contaminated sediment and water
  • Vapour survey
  • Assessment of sediment dewatering water quality

Applications

In general, all sediment types can be dredged if the water depth is sufficient to accommodate the dredge equipment, yet not so deep as to make dredging infeasible. For example, mechanical dredging becomes difficult when water depths approach the length of the crane boom arm, and hydraulic dredging success is limited at depths greater than 25 metres. To use this method, the velocities of the water current should be low or reduced to limit the resuspension of sediments and downstream migration. Dredging is effective in areas with high contamination (hot spots) and well-delineated. This method is often selected when contaminants are highly correlated with grain size, allowing an easier separation of contaminated sediments from clean sediments.

Applications to sites in northern regions

  • 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.
  • Arctic environments may require the assistance of an icebreaker, as well as monitoring and reporting of ice conditions, which considerably increases operational costs and organizational requirements.
  • Transportation of contaminated materials to off-site treatment facilities or treated materials for off-site reuse is often very costly or impossible in remote and northern areas. Railway or barge/ship transport may be feasible but not always economically viable.
  • Monitoring and testing are limited by timely access to certified laboratories and often necessitate the development of on-site testing and analysis of materials or the implementation of progressive interventions and/or implementation of a risk-based management approach.
  • For on-site ex situ treatment, extremely cold temperatures can hamper, for example, biodegradation and volatilization. Treatment systems in northern environments require climate-appropriate design, including consideration for seasonal changes as well as long periods without human intervention, refuelling, etc.
  • The technology may require the implementation of restrictions or limitations on the human consumption of native organisms when contaminated sediments is 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
Does not apply
Ex situ
Applies
Biological
Does not exist
Chemical
Does not exist
Control
Does not exist
Dissolved contamination
Does not exist
Free Phase
Applies
Physical
Applies
Residual contamination
Applies
Resorption
Does not exist
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
Applies
Chlorobenzenes
Applies
Explosives
With restrictions
Metals
Applies
Monocyclic aromatic hydrocarbons
Applies
Non metalic inorganic compounds
Applies
Pesticides
Applies
Petroleum hydrocarbons
Applies
Phenolic compounds
Applies
Policyclic aromatic hydrocarbons
Applies
Polychlorinated biphenyls
Applies

Treatment time

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

Notes:

The time required to meet all remedial needs depends on the volume and extent of contaminated sediments and the need for secondary treatment. Completion time may be weeks to months when dealing with small, discrete volumes of contaminated sediments. However, it may require several years for large areas or volume of contaminated sediments and/or when site characteristics (for example, infrastructure) pose significant logistical challenges.

Long-term considerations (following remediation work)

Removal of sediments in dredging operations causes habitat destruction for benthic organisms. Recovery times for benthic communities vary greatly between habitat types, ranging from weeks to years. Recovery may be less than one year in areas of high sediment mobility or in the presence of opportunistic species. Documentation of recovery may require long-term monitoring of the dredging site.

If sampling indicates that remediation objectives have not been met, post-remediation monitoring may be required to ensure the successful removal of contaminated sediments and demonstrate the recovery of benthic communities. Long-term monitoring may be required in cases where dredging is combined with other remedial technologies.

Secondary by-products and/or metabolites

Secondary by-products are not expected with dredging, as contaminants are physically removed from the site. Such products may be generated by the pretreatment (treatment of transportation water and dewatering water) and secondary treatment technology selected for the removed sediments.

Limitations and Undesirable Effects of the Technology

  • Dredging is not appropriate in the following situations:
    • Locations where contamination is found in low concentrations over a large area, in thin layers, or in patchy distributions.
    • Sites with significant existing infrastructure and utilities within sediments (such as submerged infrastructure, overhead restrictions, or large debris and rocks).
    • At depths sufficiently great as to hinder equipment effectiveness: mechanical dredging typically has a limit of 8 metres and hydraulic dredging becomes difficult after 25 metres.
    • Presence of unexploded explosive ordnances (UXOs), which pose a risk of unintentional detonation.
  • Dredging is challenging under the following conditions:
    • Presence of non-aqueous phase liquids (NAPL), light or dense.
    • Disposal facilities are far from the site and/or have limited capacity to deal with contaminated sediments.
    • Limited areas available for stockpiling, dewatering or pretreatment, when necessary.
    • Changing weather (wave action, currents, and tides) and marine traffic.
    • Sites with high-energy water, controlling sediment resuspension can be difficult.
  • Dredging can have the following adverse effects:
    • Complete loss of the benthic community and recovery may take several years once the remediation work is completed.
    • Emission of dust or volatilization of certain contaminants during sediment handling.
    • Resuspended particulate matter may be redeposited at the dredging site or transported to downstream locations in the waterbody.
    • Access restriction to the coastline or waterways due to the erection of staging equipment on shore or on a floating barge.
    • Exposure of anoxic sediments to oxygen, causing major short-term changes in pore-water chemistry with the potential to influence the fate and transport of some contaminants.

Complementary technologies that improve treatment effectiveness

Required secondary treatments

Multiple secondary treatment technologies may be used depending on the type of contaminants in sediments. The dredged sediments require treatment of the solid and/or liquid fraction. Treatment may occur on-site or at a secondary treatment and disposal facility. Treatments can include the following:

Biological Treatments

Chemical Treatments

Physical Treatments

Thermal Treatments

Note:

Water extracted from the dredged material may require treatment prior to disposal into the environment.

Application examples

Application examples are available at these links:

Performance

Dredging has become one of the most commonly used remedial technologies for sediments in North America. This technology offers a very accurate extraction of contaminated sediments. Performance effectiveness is primarily limited by the resuspension and release of contaminants during dredging, making it difficult to meet remediation goals.

Enhanced planning and operation efficiency have been shown to improve removal efficiency and reduce resuspension into the waterbody. Significant efforts put into the planning and design phases have improved dredging project outcomes. Monitoring is recommended during remediation and should be conducted after each dredge pass. This will allow for the assessment of dredge effectiveness in meeting the remediation project requirements.

Measures to improve sustainability or promote ecological remediation

  • 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 likely to be affected by remediation work.
  • Working during periods of low risk to fish and fish habitat.
  • Identifying site-specific regulatory resources (for example, fishing licences), sensitivities, and appropriate avoidance/mitigation measures.
  • Minimizing the removal of clean sediments through accurate delineation of the impacted area and a precise progress monitoring.
  • Minimizing the amount of sediments sent to disposal facilities by separating clean from contaminated sediments, using segregation and sieving methods, for example.
  • Minimizing residual contamination, for example, consider the use of post-dredge institutional controls to reduce sedimentation further and protect sensitive environments.
  • Implementing mitigation measures to minimize potential impacts caused by dust emissions, soil erosion and uncontrolled water.
  • Checking sediment reuse possibilities before selecting a treatment or disposal method.
  • Treating and disposing of sediments and wastewater on-site, if possible.

Potential impacts of the application of the technology on human health

Potential Human Health Impacts

The minor and major potential human health exposure pathways are presented in the following table.

Exposure Pathway Triggers (Remediation Stages)

Residency or Transport Media

Public Exposure Routes (On-Site & Off-Site)

Monitoring

Mitigation Measures according to Residency or Transport Media

Dredging

Surface Water

(runoff leading to sedimentation)

Ingestion of Drinking Water

Surface Water Monitoring

Dust

  • Limit equipment speed.
  • Limit equipment movements during dry and windy periods.
  • Water mist on dry materials.
  • Cover stockpile and use water and/or chemical amendments.
  • Mitigate effects as close to the source as possible.
  • Monitoring at the source, at the installation limit and/or at the receptor level.
  • Train personnel about safety and provide them with personal protective equipment and appropriate emergency equipment (such as eyewash stations).
  • Selection of nontoxic amendments wherever possible.
  • Monitoring of measures in place for safe storage and handling to minimize exposure, as outlined in material safety data sheets.

Vapours

  • Place dredged material in closed containers with vapour control devices
  • Temporary emission control structures.
  • Capture vapours at the source and treatment.
  • Wearing personal protective equipment (vapour protection mask).

Surface Water

  • Consider tides and currents.
  • Use silt curtains and sheet-pile walls.
  • Install fence, limit site use and signage.
  • Monitor sediment migration to surface water.
  • Collect and treat contaminated water.
  • Implement stormwater management plan.
  • Institutional controls. 

Animals and Plants

  • Wash food before consumption.
  • Do not irrigate or use treated water for irrigation.
  • Stakeholder engagement.
  • Install fence, limit site use and signage.
  • Institutional controls.

Animals and Plants

(including fish, shellfish and wildlife)

Country Foods Consumption

Animal and Plant Tissue Monitoring

Loading and Transport

Dewatering Dredge Material and/or Stabilization

Dust

Country Foods Consumption

Dust Monitoring

Vapours

Inhalation of Vapours

Air Quality Monitoring

Wastewater Treatment and Elimination

Surface Water

(runoff leading to sedimentation)

Dermal Contact

Monitoring of the

measures in place for storage and handling

Potential Aquatic Impacts

Dredging activities cause considerable disturbance to aquatic organisms and the benthic community. It can cause the mortality of all living organisms in or around the dredged area. Dredging drastically alters the profile of the sediment bed, uprooting habitats and vegetation. The resulting erosion and suspension of sediments into the water column may be taken up by aquatic and benthic organisms or transported downstream from the site.

Short- and long-term monitoring plans should be developed for ongoing site management. These activities will focus on the recovery of the benthic community, the presence of bioaccumulative contaminants and contaminant concentrations in fish tissue. In addition, the recovery of benthic and aquatic environments could benefit from the reintroduction of bulky debris and rocks moved to allow the dredging project to be carried out. Aquatic organisms will find shelter there, which will promote their return to the site once the work is completed.

The impact of dredging activities can be minimized with improved planning and operational efficiency, reducing the resuspension and release of contaminants caused by dredging activities. Proven methods to limit sediment resuspension include selecting equipment based on the dredge design, slower dredging (as compared to navigational dredging, for example) and using geospatial equipment to increase the accuracy of dredge movements. Obstructions, such as bedrock and hardpan, debris, or underwater structures, cause deviations in the dredge path and limit the ability to control resuspension. Water depth and energy level will reduce operator control over the dredge head and may affect resuspension and residual levels.

References

Author and update

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

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

Updated Date : November 24, 2016

Latest update provided by : Frédérick de Oliveira, Frédéric Gagnon and Sylvain Hains. WSP Canada Inc.

Latest update date :March 31, 2024

Version:
1.2.7.1