Great White North
Environmental Services Limited
Home
Site Map
Company Profile
Phase I Environmental Audit
Phase II Contamination Assessment
Phase III Contamination Delineation Assessment
Phase IV Site Remediation and Reclamation
Hazardous Waste Management
Corporate Project Experience
Company Personnel
Contact Us

Phase III Contamination Delineation Assessment

 

Upon completion of the Phase II Contamination Assessment, where contamination has been detected, a Phase III Contamination Delineation Assessment of the soil and groundwater (if applicable) contaminant plume(s) must be conducted.  A Phase III Contamination Delineation Assessment consists of the logical stepwise delineation of the contaminant plume(s) using invasive testing, such as soil vapour surveying (where applicable) and/or the installation of additional monitoring wells.

Upon completion of the Phase III Contamination Delineation Assessment, the volume of contamination media (soil and groundwater) may be calculated and costs for the Phase IV Site Remediation may be estimated.  In some instances, less stringent remediation criteria may be deemed to be appropriate to apply to a specific site or a Phase IV Site Remediation may not need to be conducted at all due to the low level of risk to human health and/or the environment.  Therefore, a Risk Assessment may be prudent to conduct on the subject site.

Risk Assessment (Optional)

The Phase III Risk Assessment or "… Site Sensitivity Assessment is a means of ranking sites for the purpose of assigning appropriate risk management criteria.  The assessment considers both the sensitivity of the potential human and environmental receptors and the likelihood of impact on those receptors for a number of possible exposure pathways associated with contaminant releases.  Experience has shown that human impact almost always dominates over other agricultural and environmental concerns; however, the latter issues may warrant consideration in certain circumstances."[1]

It is generally accepted that remedial actions for contaminated soil will not completely remove all constituents to background or ambient levels, although some regulatory agencies may require cleanup to background levels.  Instead, some residual contamination will be left in the soil either by:

  1. determination of contamination boundaries for the soil being excavated; or

  2. limiting the extent of soil treatment.

Specific standards for determining acceptable residual concentrations have not been established by Environment Canada because the threat of exposure from contaminated soil is highly site specific and depends on surface activities, climatic conditions, hydrogeological factors, etc.  Alberta Environment has proposed acceptable residual standards as outlined in the publications entitled "Alberta Tier I Criteria for Contaminated Soil Assessment and Remediation"[2] and "Remediation Guidelines for Petroleum Storage Tank Sites, 1994."

For many instances, the available guidelines will be appropriate to determine the required cleanup levels and site-specific remedial criteria do not need to be established.  Where a case can be made, to Alberta Environment, to demonstrate that existing criteria are too conservative for a given location, site-specific remedial criteria must be established using a risk management approach.  The complexity of the assessment can vary greatly from:

  • detailed evaluations of exposure pathways to humans and/or the environment, and site-specific potentially adverse effects from the contaminants; to
  • simple judgments based upon currently acceptable practices in the area.

Regardless, the following steps are usually included in the Phase III Risk Assessment:

·        Hazard Identification:  Determines the potential toxicity of the contaminants and/or     their potential negative effect on the environment and/or land use values;

·        Dose Response Assessment:  Describes the quantitative relationship between the exposure and the extent of injury and disease;

·        Exposure Assessment:  Determining human, wildlife, and/or environmental receptors that could potentially be exposed to the contaminants, considering the following pathways:

a)      direct contact;

b)      airborne;

c)      groundwater;

d)      surface water; and

e)      crop uptake.

The pathways are identified for both in-situ conditions and those conditions that may occur during remedial processes.  This includes dose response assessment for contaminant exposure:

·        Risk Characterization:  Determining the degree of potential risk to human and wildlife health, the environment and/or land use as a result of predicted exposure levels for a reasonable range of remedial criteria; and

·        Risk Management:  Selecting the most appropriate cleanup concentrations considering the potential risks, remedial feasibility and reliability, and costs.

The Phase III Risk Assessment classifies a site according to its sensitivity (high, moderate, or low) on the basis of a number of site-specific factors governing the likelihood of impact and receptor sensitivity.  Risk assessment is determined relative to the two (2) major exposure pathways, inhalation and ingestion.  Agricultural impacts and other potential environmental effects are examined as possible modifiers to the final risk assessment level.  The Risk Assessment is performed for all potential receptors, and the resultant site sensitivity ranking is based on the most critical receptors.  The soil and groundwater at a given site would be remediated to the lowest, or governing, risk management criteria indicated by the site sensitivity assessment for the principal exposure pathways.

Guidelines for inhalation and ingestion sensitivity include a determination of receptor sensitivity, the likelihood of impact, the ranking of the site (high, moderate, or low), the relationship of site sensitivity to the required level of risk management criteria, and other ecological and human considerations (effects on aquatic life, wildlife, plant life, etc.).

Figure 4.1, Exposure Pathways Considered by Site Sensitivity Assessment, outlines the exposure pathways considered from a petroleum storage tank (PST) release.

Figure 4.2, Site Sensitivity Assessment Process, outlines the methodology employed by Alberta Environment for determining the risk associated with a given site.

 

Figure 4.1
Exposure Pathways Considered by Site Sensitivity Assessment

 

 

Figure 4.2
Site Sensitivity Process

 

 

Remedial Investigation/Feasibility Study (RI/FS)

The overall objective of the Remedial Investigation / Feasibility Study (RI/FS) process is to select, from available technologies, those remedial solutions consistent with Environment Canada and Alberta Environment cleanup guidelines.  Such guidelines may be found in the following publications:

  • "Canadian Environmental Quality Guidelines;"[3]

  •  “National Guidelines for Decommissioning Industrial Sites;”[4]

  •  “Criteria for Contaminated Soil/Sediment Cleanup;”[5];

  •  “Guidelines for the Reclamation of Land in Alberta;”[6]

  •  “National Classification System for Contaminated Sites;”[7]

  •  “Guidance Manual on Sampling, Analysis, and Data Management for Contaminated Sites, Volume I:  Main Report;”[8]

  •  “Guidance Manual on Sampling, Analysis, and Data Management for Contaminated Sites, Volume II:  Analytical Method Summaries;”[9]

  •  “Alberta Tier I Criteria for Contaminated Soil Assessment and Remediation;” and

  •  “Remediation Guidelines for Petroleum Storage Tank Sites.”

The general process used to attain this objective includes the following steps:

  1. Development of Remedial Action Objectives (RAOs) specifying the media of interest, exposure pathways, and remediation goals for the contaminants of concern.

  2. Identification of areas and volumes of contaminated media.

  3. Development of general response actions that address the remedial action objectives.

  4. Identification of potential remedial technologies and the initial screening of these technologies primarily on the basis of technical implementability.

  5. Final screening of remaining technologies on the basis of effectiveness, implementability, and the relative cost during which representative process options and technologies are selected for the development and evaluation of remedial alternatives

Remedial Action Objectives

Environment Canada and Alberta Environment require selection of remedial actions that attain a degree of cleanup that assures protection of human health and the environment, are cost effective, and utilize permanent solutions and alternative treatment technologies or resource recovery technologies to the maximum extent practicable.

Areas and Volumes of Contaminated Media

Based on the RAOs defined during the Contamination Assessment and the Remedial Investigation at a given site, the areas and volumes of contaminated media are determined.  Analysis and evaluation of sample data for the site and the RAOs will indicate whether more than just the source areas and groundwater will require remediation.

General Response Actions

Before developing a list of potential remedial technologies and process options applicable to the remediation of source areas and groundwater, general response actions must be identified.  General response actions are classified as broad actions or remedies that meet the remedial action objectives.  The following eight (8) general response actions are typically identified for contaminated sites:

  1. Institutional Controls:  Restrictions are established and implemented to control public and environmental contact with the contaminants (e.g., site access and use restrictions).

  2. Containment:  Includes direct physical or chemical isolation of contaminants.

  3. Removal:  Involves excavation or extraction of the contaminated media and removal from the immediate area.

  4. On-Site Treatment:  Includes application of biological, chemical, physical, or thermal processes to reduce toxicity, mobility, or volume of the contaminated media.

  5. Off-Site Treatment:  Similar to on-site treatment except the contaminated media are transported to an off-site facility for treatment.

  6. In-Situ Treatment:  Involves in-place treatment to render the contaminated media less harmful.

  7. On-Site Disposal/Discharge:  The contaminated media are disposed of or discharged on-site in such a way that their interaction with the public and the environment is reduced.

  8. Off-Site Disposal/Discharge:  Involves transporting the contaminated media to an off-site disposal facility.

Initial Technology Screening

The general categories of potentially applicable remedial action technologies are further subdivided into process options.  The technologies and process options identified are subjected to a preliminary screening based primarily on their technical implementability.  The  term, process option, refers to a specific process within each general category of technology. 

During this preliminary screening step, process options and entire technology types are eliminated from further consideration primarily on their technical implementability.  In special cases, administrative feasibility, effectiveness, and cost are also used to screen technologies.  This preliminary screening is accomplished by using information from the Risk Assessment on contaminant types, concentrations, and site characteristics.  This is done to screen out technologies and process options that cannot be effectively implemented.  Specifically, technologies and process options may be rejected for one or more of the following reasons:

  • would not be a practical method for the volume, or area, of contaminated media that is to be remediated;
  • would not be an effective method for the remediation of all of the contaminants due to the characteristics, or concentrations of contaminants present at the site;
  • would not be feasible and/or effective due to site conditions.  These include conditions such as site location and size, weather, geology, soils, hydrogeology, characteristics of the contaminated media and surrounding land uses;
  • could not be effectively administered;
  • could result in the creation of a new site at a different location with the associated risks and liabilities;
  • has not been proven on site contaminants or media; and
  • has extremely high costs relative to other equally effective technologies.

Table 4.1, General Response Actions and Associated Remedial Action Technologies for Source Areas, and Table 4.2, Potential Remedial Technologies for Source Areas, respectively illustrate the technology types and associated process options currently available in bench, pilot, and full scale for the remediation of source areas (soil).

 

Table 4.1
General Response Actions And Associated
Potential Remedial Technologies For Source Areas

 

         GENERAL RESPONSE ACTION

              POTENTIAL REMEDIAL
                       TECHNOLOGY

Institutional Control

Site Access and Use Restriction

Environmental Monitoring

Containment

Capping

Vertical Barriers

Horizontal Barriers

Removal

Removal

On-Site Treatment

Biological

Chemical

Physical

Physical/Chemical

Thermal

Off-Site Treatment

Thermal

Biological

In-Situ Treatment

Biological

Chemical

Physical/Chemical

Thermal

On-Site Disposal

Disposal

Off-Site Disposal

Disposal

 

 

 

Table 4.2
Potential Remedial Technologies for Source Areas

 

Technology

 

 

Process Option

 

 

Process Description

 

 

 

 

 

 

 

Site Access and Use Restrictions

 

 

Land Use Restrictions

 

 

Land use restrictions are recorded in the property deeds to prohibit activities that might disturb contaminated subsurface media.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fencing

 

 

Site is fenced and warning signs posted.  Long-term maintenance and security would be required to prevent accidental exposure to contaminants.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Environmental Monitoring

 

 

Monitoring

 

 

Groundwater and/or surface water monitoring.

 

 

 

 

 

 

 

 

 

 

 

Environmental Capping

 

 

Native Soil

 

 

Placement and compaction of native soil over the contaminated area.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Clay

 

 

Placement and compaction of clay over the contaminated area.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Asphalt

 

 

Placement of a layer of asphalt over the contaminated area.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Concrete

 

 

Installation of concrete slabs over the contaminated area.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Gravel or Soil-Clay

 

 

Placement of compacted clay followed by gravel or soil over the contaminated area.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Soil-Synthetic Membrane

 

 

Placement of low permeability synthetic membrane followed by soil over the contaminated area.

 

 

 

 

 

 

Environmental Capping (cont'd)

 

 

RCRA Multilayer

 

 

Placement of compacted clay, native soil or clay mixed with native soil followed by installation of a synthetic membrane (including associated base and drainage material).  A final soil layer is then placed over the membrane.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vertical Barriers

 

 

Soil-Bentonite Slurry Wall

 

 

A trench is excavated around the contaminated area  and filled with a bentonite-water slurry.  The trench is later backfilled with a soil-bentonite mix.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Cement - Bentonite Slurry Wall

 

 

A trench is excavated around the contaminated area and filled with a bentonite-water slurry.  The trench is later backfilled with a cement-bentonite mix.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Grout Curtain

 

 

Pressure injection of grout along the contaminated boundary in a pattern of drilled holes.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Sheet Piling

 

 

Installation of sheet piling along the contaminated boundary.  Interlocking piles are placed with a pile driver or drop hammer.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Horizontal Barriers

 

 

Grout Injections

 

 

Pressure injection of grout through drilled holes in a pattern to provide a barrier of low permeability.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Block Displacement

 

 

The containment area is surrounded by a perimeter barrier after which grout is pressure injected into boreholes that have been strategically placed within the containment area.  The grout then displaces the contaminated earth and forms a seal below it.

 

 

 

 

 

 

 

 

 

 

 

 

Gradient Control

 

 

Subsurface Drains

 

 

Perforated pipe or tile within a gravel-filled trench is used to control migration of the contaminated groundwater.   May be used at shallow depths in conjunction with a barrier system.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Extraction Wells

 

 

Control of groundwater flow by pumping from wells to create new hydraulic gradients.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Well Points

 

 

A group of closely spaced wells within the contaminated area are connected to a header pipe and pumped by a suction pump.  System is best suited for shallow aquifers.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Removal

 

 

Excavation

 

 

Removal of source area material by conventional earth-moving equipment.

 

 

 

 

 

 

 

 

 

 

 

On-Site Biological Treatment

 

 

Land Farming

 

 

Contaminated material is first excavated and then spread over a controlled area.  The soil is then tilled concomitantly with moisture and nutrient addition to allow microbial metabolism of contaminants.  May require seeding with the appropriate microorganisms.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Composting

 

 

Contaminated material is placed in piles three to six feet high and aerated by turning or forced aeration.  May occur in an enclosed vessel.  Nutrients and moisture are added as necessary.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Bioreactor

 

 

Contaminated material is placed in a bioreactor with sufficient water to create a slurry.  The slurry is seeded with microorganisms, aerated, and mixed.   Nutrients are added as necessary.

 

 

 

 

 

 

 

 

 

 

 

 

On-Site Chemical Treatment

 

 

Oxidation

 

 

An oxidizing agent (hydrogen peroxide, hypochlorite, ozone, etc.) is added to the material.   The contaminants are then oxidized to intermediate compounds or ultimately to carbon dioxide and water.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Reduction

 

 

A reducing agent is added to the material to lower the contaminant's oxidation state and render it less toxic or more treatable.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

On-Site Physical /Chemical Treatment

 

 

Lime-Fly Ash Pozzolan Solidification Process

 

 

Wastes are mixed with siliceous and aluminous material (pozzolan) and with lime-fly ash mixture to produce a strong, low permeability solid.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Pozzolan-Portland Cement Solidification Process

 

 

Wastes are mixed with siliceous and aluminous material (pozzolan) and with Portland cement to produce a strong, low permeability solid.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Organic Contaminant Solidification/ Stabilization Process

 

 

Organic wastes are blended with synthetic binders (many processes use proprietary chemicals) and the waste/binder material is mixed with lime-fly ash or fly ash-cement to produce a strong, low permeability solid.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Microencapsulation

 

 

Heated dry wastes are mixed with an asphalt, bitumen, paraffin, or polyethylene matrix resulting in a solid waste mass for landfill disposal.

 

 

 

 

 

 

 

 

 

 

 

 

On-Site Physical Treatment

 

 

Solids Separation/Sizing

 

 

Separation and sizing of source area materials by conventional materials handling equipment.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Decontamination

 

 

Cleaning to remove contaminants by use of a steam jenny.

 

 

 

 

 

 

 

 

 

 

 

 

Off-Site Thermal Treatment

 

 

Approved Off-Site Incinerator

 

 

Destruction of contaminants by an off-site approved commercial incinerator.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Coal Fired Utility Boiler

 

 

Wastes are fed into a coal fired utility boiler along with the fuel.

 

 

 

 

 

 

 

 

 

 

 

 

Off-Site Biological Treatment

 

 

Approved Off-Site Facility

 

 

Destruction of contaminants by biodegradation.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Landfarming

 

 

Landfarming (as described earlier) at an appropriate off-site location.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Bioremediation

 

 

Enhancement of indigenous microbial activities by injecting oxygen and nutrients into the subsurface.   Additional hydrocarbon degrading microorganisms may be added as necessary.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

In Situ Chemical Treatment

 

 

Oxidation

 

 

An oxidizing agent is applied or injected into the source area.  The media within the source area is then cultivated to promote contact between the waste and the oxidizing agent.  Wastes are subsequently oxidized to less toxic by-products.

 

 

 

 

 

 

 

 

 

 

 

In Situ Physical/Chemical Treatment

 

 

Stabilization

 

 

Powdered activated carbon or another chemical agent is mixed with the material in place.   Contaminant absorbs onto agent or reacts with it, thereby restricting migration of the contaminant.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Soil Flushing

 

 

A flushing solution (solvent or surfactant) is used to flood the site or is injected into the contaminated area.  Sorbed contaminants are solubilized, emulsified or chemically reacted with the flushing solution and thus become mobile.  The contaminated elutriate is collected by pumping or through an under-drain system.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

In Situ Thermal Treatment

 

 

Vitrification

 

 

An array of electrodes is inserted into the subsurface and an electric potential is applied between them.  The flowing current then heats the soils and causes the silicates to melt.  The contaminants are either trapped within the molten mass as it cools or they volatilize.  Contaminants that volatilize are captured by an off-gas treatment system.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

On-Site Disposal

 

 

On-Site Landfill

 

 

Permanent on-site storage facility.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Storage

 

 

Storage of contaminated wastes as a temporary measure.

 

 

 

 

 

 

Off-Site Disposal

 

 

RCRA Solid Waste Landfill

 

 

Disposal of treated or decontaminated waste in a solid waste landfill (as a special waste).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RCRA Hazardous Waste Landfill

 

 

Disposal of contaminated waste in a RCRA approved hazardous waste landfill.

 

 

 

 

 

 

 

 

 

 

 

 

On-Site Thermal Treatment

 

 

Rotary Kiln Incinerator

 

 

Solid waste is fed into the upper end of the kiln that rotates to mix the waste with combustion air as it passes through the kiln.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Multiple Hearth Furnace

 

 

Solid waste is fed through the furnace roof from the top and pushed through drop holes into a stack of vertically stacked refractory hearths.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fluidized Bed Incinerator

 

 

Wastes are injected above a pre-heated granular bed, which is fluidized by bubbling air through a distributor plate located below the bed.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Circulating Bed Incinerator

 

 

Similar to fluidized bed incineration, but the fluid moves at much higher velocities.  Fluidized material is recirculated through the feed section.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

High Temperature Fluid Wall Reactor

 

 

Waste is destroyed in a reactor consisting of a tubular core of refractory material that emits radiant energy supplied by large electrodes in the jacket of the vessel.

 

 

 

 

 

 

 

 

 

 

 

 

On-Site Thermal Treatment (cont'd)

 

 

Infrared Incinerator

 

 

Waste is conveyed by a temperature-resistant alloy belt through two heating modules.  In the first module, contaminants are combusted by infrared radiant heat provided by horizontal rows of electric powered silicon carbide rods at temperatures up to 1850°F.  The infrared or gas fired secondary combustion chamber is capable of reaching temperatures of 2300°F.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Molten Salt Incinerator

 

 

Wastes and air are injected into a bed of molten alkali salts where the contaminants are destroyed by a combination of incineration, absorption, and chemical reaction.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Thermal Extraction

 

 

Low temperature thermal pre-treatment in which contaminated material is heated under anaerobic conditions to extract the contaminants in a vapor stream.  Has been used to remove oil from tar sands.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vitrification

 

 

Wastes and glass are heated in a closed container at extremely high temperatures that melts the mix.  The resulting mass is then quickly cooled and a glass-like solid is formed.  Pre-treatment of the wastes may be required.

 

 

 

 

 

 

 

 

 

 

 

 

A similar process is applied to the selection of contaminated groundwater remediation treatment options as that applied to the remediation of contaminated source areas.  The process involves the selection of Remedial Action Objectives, defining the areas and volumes of contaminated groundwater, and developing General Response Actions from which individual or combinations of technologies and process options are selected.  The initial selection is based on implementability and then refined to a select number of process options based on other criteria such as effectiveness, reliability, and cost.  Table 4.3, General Response Actions and Associated Potential Remedial Technologies for Groundwater, lists the eight (8) main categories for response to the mitigation and remediation of contamination.  Table 4.4, Potential Remedial Technologies for Groundwater, lists the numerous technologies and process options available, in bench, pilot, and full scale, for the remediation of contaminated groundwater.

 

Table 4.3
General Response Actions and Associated Potential
Remedial Technologies for Groundwater

 

GENERAL RESPONSE ACTION

POTENTIAL REMEDIAL ACTION TECHNOLOGY

Institutional Control

Groundwater Use Restrictions
Groundwater Monitoring

Containment

Capping
Vertical Barriers
Horizontal Barriers
Gradient Control
Subsurface Drains

Removal

Extraction

On-Site Treatment

Biological
Physical
Chemical
Thermal

Off-Site Treatment

Thermal
Biological/Physical/Chemical

In-Situ Treatment

Biological
Physical/Chemical

On-Site Disposal

Discharge

Off-Site Disposal

Discharge

 

 

Table 4.4
Potential Remedial Technologies for Groundwater

 

 

Technology

 

 

Process Option

 

 

Process Description

 

 

 

 

 

 

 

Groundwater Use Restrictions

 

 

Absolute Ownership With Deed Restrictions

 

 

All property over the contaminated portion of the aquifer is purchased and groundwater usage is restricted.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Reasonable Use

 

 

Courts place reasonable limits on use and withdrawal of groundwater.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Province Imposed Use Restrictions

 

 

Many provinces restrict use of contaminated groundwater.  Restrictions are incorporated into property deeds.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Prior Application

 

 

Common law and statutory schemes have authority to allocate groundwater rights and use.

 

 

 

 

 

 

 

 

 

 

 

 

Groundwater Monitoring

 

 

Monitoring

 

 

Long-term monitoring of groundwater.

 

 

 

 

 

 

 

 

 

 

 

Capping

 

 

All Processes

 

 

Same as for source areas (see Table 4.2).  Placement of a cap of low permeability over the area occupied by the plume of contaminated groundwater in order to minimize infiltration of water from the ground surface.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Vertical Barriers

 

 

All Processes

 

 

Same as for source areas (see Table 4.2).  Installation of a vertical barrier of low permeability around the perimeter of the plume of contaminated groundwater in order to minimize the migration of the groundwater beyond the boundaries of the contamination.

 

 

 

 

 

 

 

 

 

 

 

Horizontal Barriers

 

 

Grout Injection

 

 

Pressure injection of grout through drilled holes in a pattern to provide a barrier of low permeability.