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.
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."
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:
-
determination of contamination boundaries for the soil being
excavated; or
-
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"
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;"
-
“National Guidelines for Decommissioning Industrial
Sites;”
-
“Criteria for Contaminated Soil/Sediment Cleanup;”;
-
“Guidelines for the Reclamation of Land in Alberta;”
-
“National Classification System for Contaminated
Sites;”
-
“Guidance Manual on Sampling, Analysis, and Data
Management for Contaminated Sites, Volume I: Main Report;”
-
“Guidance Manual on Sampling, Analysis, and Data
Management for Contaminated Sites, Volume II: Analytical Method
Summaries;”
-
“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:
-
Development of Remedial Action Objectives (RAOs) specifying the
media of interest, exposure pathways, and remediation goals for the
contaminants of concern.
-
Identification of areas and volumes of contaminated media.
-
Development of general response actions that address the
remedial action objectives.
-
Identification of potential remedial technologies and the
initial screening of these technologies primarily on the basis of
technical implementability.
-
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:
-
Institutional Controls: Restrictions are
established and implemented to control public and environmental
contact with the contaminants (e.g., site access and use
restrictions).
-
Containment: Includes direct physical or chemical
isolation of contaminants.
-
Removal: Involves excavation or extraction of the
contaminated media and removal from the immediate area.
-
On-Site Treatment: Includes application of
biological, chemical, physical, or thermal processes to reduce
toxicity, mobility, or volume of the contaminated media.
-
Off-Site Treatment: Similar to on-site treatment
except the contaminated media are transported to an off-site
facility for treatment.
-
In-Situ Treatment: Involves in-place
treatment to render the contaminated media less harmful.
-
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.
-
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. |
|
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|
Fencing |
|
|
Site is fenced and warning
signs posted. Long-term maintenance and security would be
required to prevent accidental exposure to contaminants. |
|
|
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|
Environmental Monitoring |
|
|
Monitoring |
|
|
Groundwater and/or surface
water monitoring. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Environmental Capping |
|
|
Native Soil |
|
|
Placement and compaction of
native soil over the contaminated area. |
|
|
|
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|
|
|
|
Clay |
|
|
Placement and compaction of
clay over the contaminated area. |
|
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|
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|
Asphalt |
|
|
Placement of a layer of
asphalt over the contaminated area. |
|
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|
|
|
Concrete |
|
|
Installation of concrete
slabs over the contaminated area. |
|
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|
|
|
Gravel or Soil-Clay |
|
|
Placement of compacted clay
followed by gravel or soil over the contaminated area. |
|
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|
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. |
|
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|
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. |
|
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|
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. |
|
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|
Grout Curtain |
|
|
Pressure injection of
grout along the contaminated boundary in a pattern of
drilled holes. |
|
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|
Sheet Piling |
|
|
Installation of sheet
piling along the contaminated boundary. Interlocking
piles are placed with a pile driver or drop hammer. |
|
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|
Horizontal Barriers |
|
|
Grout Injections |
|
|
Pressure injection of
grout through drilled holes in a pattern to provide a
barrier of low permeability. |
|
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|
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. |
|
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|
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. |
|
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|
Extraction Wells |
|
|
Control of groundwater flow
by pumping from wells to create new hydraulic gradients. |
|
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|
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. |
|
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|
Removal |
|
|
Excavation |
|
|
Removal of source area
material by conventional earth-moving equipment. |
|
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|
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. |
|
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|
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. |
|
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|
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. |
|
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|
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. |
|
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|
Reduction |
|
|
A reducing agent is added to
the material to lower the contaminant's oxidation state and
render it less toxic or more treatable. |
|
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|
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. |
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|
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. |
|
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|
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. |
|
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|
Microencapsulation |
|
|
Heated dry wastes are mixed
with an asphalt, bitumen, paraffin, or polyethylene matrix
resulting in a solid waste mass for landfill disposal. |
|
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|
|
On-Site Physical
Treatment |
|
|
Solids Separation/Sizing |
|
|
Separation and sizing of
source area materials by conventional materials handling
equipment. |
|
|
|
|
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|
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|
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|
|
Decontamination |
|
|
Cleaning to remove
contaminants by use of a steam jenny. |
|
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|
|
Off-Site Thermal
Treatment |
|
|
Approved Off-Site
Incinerator |
|
|
Destruction of contaminants
by an off-site approved commercial incinerator. |
|
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|
Coal Fired Utility Boiler |
|
|
Wastes are fed into a coal
fired utility boiler along with the fuel. |
|
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|
|
Off-Site Biological
Treatment |
|
|
Approved Off-Site Facility |
|
|
Destruction of contaminants
by biodegradation. |
|
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|
|
Landfarming |
|
|
Landfarming (as described
earlier) at an appropriate off-site location. |
|
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|
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|
|
Bioremediation |
|
|
Enhancement of indigenous
microbial activities by injecting oxygen and nutrients into
the subsurface. Additional hydrocarbon degrading
microorganisms may be added as necessary. |
|
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|
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. |
|
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|
|
|
|
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. |
|
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|
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. |
|
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|
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. |
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|
On-Site Disposal |
|
|
On-Site Landfill |
|
|
Permanent on-site storage
facility. |
|
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|
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|
|
|
|
Storage |
|
|
Storage of contaminated
wastes as a temporary measure. |
|
|
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|
|
|
|
Off-Site Disposal |
|
|
RCRA Solid Waste Landfill |
|
|
Disposal of treated or
decontaminated waste in a solid waste landfill (as a special
waste). |
|
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|
|
RCRA Hazardous Waste
Landfill |
|
|
Disposal of contaminated
waste in a RCRA approved hazardous waste landfill. |
|
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|
|
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. |
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|
Multiple Hearth Furnace |
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Solid waste is fed through
the furnace roof from the top and pushed through drop holes
into a stack of vertically stacked refractory hearths. |
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Fluidized Bed Incinerator |
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Wastes are injected above a
pre-heated granular bed, which is fluidized by bubbling air
through a distributor plate located below the bed. |
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Circulating Bed Incinerator |
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Similar to fluidized bed
incineration, but the fluid moves at much higher
velocities. Fluidized material is recirculated through the
feed section. |
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High Temperature Fluid Wall
Reactor |
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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. |
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On-Site Thermal Treatment
(cont'd) |
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Infrared Incinerator |
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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. |
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Molten Salt Incinerator |
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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. |
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Thermal Extraction |
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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. |
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Vitrification |
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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. |
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