United Si a its
Environmental Protection
Agency
1.0
2.0
3.0
4.0
5.0
nginee ring Issue
Technology Alternatives for the Remediation
of PCB Contaminated Soils and Sediments
Table of Contents
PURPOSE
INTRODUCTION
2.1 Comprehensive Environmental
Response, Compensation,
and Liability Act (CERCLA)
2.2 Alternative Remedial Selection
Criteria
TECHNOLOGY
DESCRIPTIONS
3.1 Incineration
3.2Landfill Disposal
S.SThermal Desorption
3.4Solvent Extraction
3.5Chemical Dehalogenation
3.6 Solidification/Stabilization
3.7 Additional Technologies
ACKNOWLEDGMENTS
REFERENCES
EPA/600/S-13/079
1.0 PURPOSE
The U.S. Environmental Protection Agency (EPA) Engineering Issue
papers are a series of documents that summarize the available informa-
tion on specific contaminants, selected treatment and site remediation
technologies, and related issues. This Engineering Issue paper is intend-
ed to provide remedial project managers (RPMs), on-scene coordinators
(OSCs), contractors, and other state or private remediation managers
with information to facilitate the selection of appropriate treatment and
disposal alternatives for soil and dredged sediment contaminated with
polychlorinated biphenyls (PCBs). This information includes the type of
data and site characteristics needed by site cleanup managers to evaluate
ex-situ technologies for potential applicability to their hazardous waste
sites. This Engineering Issue paper does not address in situ alternatives
for sediment (e.g. monitored natural recovery or capping). For a more
comprehensive guidance concerning remedial alternatives specifically
for sediments see the "Contaminated Sediment Remediation Guidance
for Hazardous Waste Sites," EPA-540-R-05-012, U.S. Environmental
Protection Agency, December 2005 [01]; "A Risk-Management Strategy
for PCB-Contaminated Sediments National Research Council," National
Academies Press., May 2001 [02]; and "Reference Guide to Non-Com-
bustion Technologies for Remediation of Persistent Organic Pollutants
(POPs) in Stockpiles and Soil," EPA-542-R-05-006, U.S. Environmental
Protection Agency (EPA), 2005 [03].
This Engineering Issue paper provides an overview of PCB contamina-
tion and remediation, and was developed from peer reviewed literature,
scientific documents, EPA reports, web site sources, input from experts
in the field, and other pertinent information. It should be noted that
some remediation technologies covered in this paper, while documented
to be effective in PCB waste remediation, may not be commercially
available or widely used at this time. Also, emerging and innovative
technologies discussed herein, while not currently widely used, may see
continued growth and use.
The Table of Contents shows the type of information covered in this
paper. Important information has been summarized, while references
and web site links are provided for readers interested in additional
information. The web site links, verified as accurate at the time of
publication, are subject to change.
2.0 INTRODUCTION
PCBs are now considered the most widespread pollutant on the planet.
In industrial countries, the contamination originates from inadequate
disposal and leaks from equipment. In remote areas where PCBs were
-------
not used, the contamination resulted from atmospheric
transport [04]. PCBs are comprised of a class of syn-
thesized organic compounds of up to 209 chlorinated
biphenyls, with different physical and chemical character-
istics [05, 06]. A biphenyl is a structure comprised of two
benzene rings linked by a single carbon-carbon bond. The
PCBs are prepared by direct chlorination of the biphenyl
ring. Isomers are compounds having the same number of
chlorine atoms, and congeners are compounds which bear
different number of chlorine atoms. The congeners are
designated by describing the position of the chlorine atoms
on the biphenyl ring or, more simply, by the IUPAC (Inter-
national Union of Pure & Applied Chemistry) numbering
system. The congeners differ in their physical properties
according to the number and the position of chlorine at-
oms [04, 07]. The high-chlorinated biphenyls are less water-
soluble and less volatile than the low-chlorinated ones. The
degree of chlorine substitution influences their biodegrad-
ability that decreases with increasing chlorination. The
toxicity for the biota is related to the number of chlorines
but prime importance is their position on the biphenyl ring.
The congeners that take a co-planar configuration, such as
congener 77 (3,3',4,4'-tetrachlorobiphenyl), are the more
toxic ones [04, 08]. Commercially produced PCB mixtures
were marketed in the U.S. primarily under the trade name
"Aroclor". The various Aroclor formulations contain
approximately 175 of the possible 209 identified PCB
congeners. For example, Aroclor 1242 contains 42% of
chlorine with a predominance of congeners bearing three
and four chlorine atoms; Aroclor 1260 has 60% chlorine
content with a predominance of six- and seven-chlorinated
congeners. These mixtures typically contain more than 70
different congeners and were sold under different names
(Aroclor, Phenoclor, Clophen, Delor and Kanechlor), de-
pending on the manufacturer [04]. Due in part to mounting
evidence that PCBs persist in the environment and pose
a variety of environmental and health hazards, Congress
enacted the Toxic Substance Control Act (TSCA) in 1976,
which directed the EPA to regulate the disposal, storage,
spill response, cleanup, and labeling of PCB containing
substances. Domestic manufacturing, processing, and
distribution of commercial mixtures and uses of PCBs
were banned in the U.S. in 1979. These chemicals are now
only manufactured in the U.S. for analytical standards and
scientific research [08].
Of the 209 PCB congeners, 12 have dioxin-like effects on
humans. Most PCBs are oily liquids, the color of which
darkens and the viscosity increases with a corresponding
increase in the number of chlorine atoms. PCBs with fewer
chlorine atoms are more soluble, amenable to chemical and
biological degradation, and less persistent in the environ-
ment. However, as a chemical class, PCBs are chemically
and biologically stable, hydrophobic, do not conduct
electricity, possess a low volatility at ambient temperatures
and have no known taste or smell. PCBs are soluble in
organic or hydrocarbon solvents, oils, fats, and slightly
soluble in water.
The specific properties that made PCBs valuable for
industrial applications include extreme stability, chemical
inertness, resistance to heat, and high electrical resistivity
or a high dielectric constant [09]. These same properties
also contributed to the environmental legacy of PCBs.
Due to their widespread use in industry, large amounts
of PCBs have been released into the environment. It has
been estimated that 31% of the total world production
of PCBs (370,000 tons) have already been released to the
environment. More than 60% remain in use or in stor-
age. Only 4% have been destroyed [10]. PCBs have been
found at 410 out of 1290 National Priority List (NPL)
sites identified by EPA [11]. PCBs enter the environment
as mixtures containing a variety of individual chlorinated
biphenyl components, known as congeners. Environmental
transport processes such as vaporization, dissolution,
and sorption do not act on all congeners equally, result-
ing in environmental concentrations of individual PCB
congeners that may differ substantially from those pres-
ent in the original commercial mixture. This process is
known as weathering. Some congeners are more efficiently
biotransformed by microbial action in soil than others [12,
13]. The extent of biotransformation can be dependent on
environmental conditions (i.e. aerobic versus anaerobic)
and the microorganisms present. These biotic and abiotic
changes in congener composition may alter the toxicity of
the mixture, making it more or less toxic than the com-
mercial product. Because the PCB mixtures are lipophilic,
they accumulate in the adipose tissue of organisms. The
extent of chlorine substitution affects biotransformation.
PCBs with higher chlorine contents are less biodegradable,
making them a greater bioaccumulation risk [14].
PCBs readily adsorb to organic materials, sediments, and
soils. Consequently, PCBs are widespread in the environ-
ment, whereby humans are exposed through multiple
pathways. Levels in air, water, sediment, soil, and foods can
vary over several orders of magnitude, often depending
on proximity to a source of release into the environment.
Through a process known as biomagnification, PCBs pass
up the food chain at ever intensifying levels, accumulating
in the tissues of the organisms that consume affected
fauna [15]. Certain soil and sediment properties including
soil density, particle size distribution, moisture content, and
permeability are known to affect the mobility of PCBs.
Engineering Issue: PCB Remediatiot
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In addition, climatological and chemical characteristics
such as rainfall, organic carbon content and the presence
of organic colloids can affect PCB mobility [16]. If the
PCB contamination is associated with an organic solvent,
facilitated transport could occur, whereby the PCBs
would exhibit increased mobility above which is typically
expected.
PCBs have been shown to cause a number of cancerous
and non-cancerous health effects in animals, including
effects on the immune, reproductive, nervous, and endo-
crine systems [17]. Studies in humans provide supportive
evidence for potential carcinogenic and non-carcinogenic
effects of PCBs [18,19]. Another adverse health impact
may result from the incomplete combustion of PCBs from
thermal treatment processes. Incomplete oxidation of
PCBs may form polychlorinated dibenzodioxin (PCDD)
and polychlorinated dibenzofuran (PCDF) emissions [20].
2.1 Regulations Governing PCB Cleanups
2.1.1 Comprehensive Environmental Response, Com-
pensation, and Liability Act (CERCLA)
The National Contingency Plan, instituted by CERCLA of
1980, established a framework for identifying and reme-
diating the nation's most contaminated and hazardous
sites (Superfund sites). Section 121 (d)(2)(A) of CERCLA
requires adherence to other Federal and State laws through
the identification of and compliance with applicable or
relevant and appropriate requirements (ARARs). These
ARARs must be complied with or waived for all Superfund
remedial actions and for removal actions, to the extent
practicable. Primary Federal ARARs for PCB-contaminated
sites are derived from the Toxic Substances Control Act
(TSCA) and the Resource Conservation and Recovery Act
(RCRA). Other regulations derived from the Clean Water
Act (CWA) and the Clean Air Act (CAA) may be imple-
mented when remediation of the site potentially affects
water or air quality. Regulations under the Occupational
Safety and Health Act (OSHA) may also be ARARs for Su-
perfund PCB sites. These Federal regulations are described
below.
To-be-considered material (TBCs) are non-promulgated
advisories or guidance (issued by Federal, State, or Tribal
governments), that are not legally binding and do not have
the status of potential ARARs. However, in many circum-
stances TBCs are considered along with ARARs during
the cleanup decision process. Guidance on conducting risk
assessments at Superfund sites, including PCB sites, can be
found at "U.S. Environmental Protection Agency (EPA),
Waste and Cleanup Risk Assessment, Superfund Risk As-
sessment." Available at: http://www.epa.gov/oswer/risk
assessment/risk superfund.htm [21]. Guidance on
remedy selection (including PCB sites) can be found at
"U.S. Environmental Protection Agency (EPA), Superfund,
Superfund Remedy Decisions." Available at: http://www
epa.gov/superfund/policy/remedy/sfremedy/index.htm
F221.
TBC materials are found in mixtures when cleaning up
PCBs at Superfund sites. These include TBCs for dioxin
and dioxin-like compounds like polychlorinated dibenzop-
dioxins (PCDDs), polychlorinated dibenzofurans (PCDFs),
2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD), along with
the dioxin-like PCBs. Information on dioxin, including
dioxin toxicity values which serve as TBCs, can be found at
"U.S. Environmental Protection Agency (EPA), Environ-
mental Assessment, Dioxin." Available at: http://cfpub.
epa.gov/ncea/CFM/nceaOFind.cfm?keyword=Dioxin
[23]. To-be-considered material for cleaning up dioxin,
including dioxin-like PCBs, at Superfund sites can be found
at: "U.S. Environmental Protection Agency (EPA), EPA
Non-Cancer Toxicity Value for Dioxin and CERCLA/
RCRA Cleanups." Available at: http: //www.epa.gov/super-
fund /health /contaminants /dioxin /dioxinsoil.html [24].
2.1.2 Toxic Substances Control Act (TSCA)
In 1976, Congress passed TSCA, which banned the
production, use, distribution in commerce, import, and
export of PCBs. The EPA TSCA regulations for PCBs at
40 CFR 761 include requirements for the cleanup, disposal,
and storage of PCB-contaminated materials. The TSCA
PCB regulations are implemented by EPA, as they cannot
be delegated to the states. For this reason, any decisions re-
garding PCB approvals must be made by the EPA regions
or Headquarters, even if a state program, authorized under
RCRA or CERCLA, is in charge of a cleanup. Some states
regulate PCBs under their RCRA program, but the state
PCB requirements do not supplant EPA's TSCA regula-
tions. The TSCA PCB regulations refer to approvals rather
than permits, but the terms are essentially synonymous.
PCB-contaminated soil and sediments are regulated for
cleanup and disposal under TSCA based on the date they
were contaminated, the concentration of the source of
PCBs, and the current PCB concentration. Any soil or
sediments containing PCBs > 50 mg/kg are regulated for
cleanup and disposal as TSCA PCB remediation waste.
Additionally, soil or sediments containing between 2 and 50
mg/kg that were spilled after 1978 from a source > 50 mg/
kg or a source unauthorized for use, are regulated as PCB
remediation waste. The cleanup and disposal options for
PCB remediation waste are found at 40 CFR 761.61. There
are three options under 761.61. Option (a),
Engineering Issue; PCB Remediation
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the self-implementing option, is very prescriptive (i.e.,
includes conditions under which this option cannot be
used, sampling requirements, cleanup levels, and treat-
ment options); this option is better suited for small to
medium size sites. The self-implementing option cannot
be used for PCB-contaminated sediments. Option (b), the
performance-based option, requires all TSCA material to
be sent to a TSCA chemical waste landfill, TSCA incinera-
tor, or a facility approved under TSCA as being equivalent
to incineration. Option (c) is a risk-based option under
which cleanup and/or disposal methods may be proposed.
Approval under the risk-based option requires a finding of
no unreasonable risk to human health or the environment
by the EPA. Option (c) is often preferred for large, com-
plex sites, such as many Superfund sites.
When disposal technologies other than incineration are
used for PCB-contaminated soil or sediments, an approval
is required. The approval might be a risk-based cleanup
approval under 761.61 (c) or an approval under 761.60(e)
for disposal technologies demonstrated to be equivalent to
incineration. The standard for approvals under 761.61(c) is
no unreasonable risk to human health or the environment,
and the approval is site-specific. Approvals under 761.60(e)
are given to an operator of a specific technology who
demonstrates destruction of PCBs to below 2 mg/kg and
generally 99.9999% PCB destruction efficiency.
Other TSCA requirements that might apply at sites with
PCB-contaminated soil or sediments include, but are not
limited to, storage (761.65), record keeping (Subpart J), and
manifesting (Subpart K). PCB waste must be disposed of
within one year from the date it was determined to be a
PCB waste and the decision was made to dispose, unless an
extension is granted by the EPA.
2.1.3 Resource Conservation and Recovery Act (RCRA)
PCBs are not regulated as a hazardous waste under RCRA.
However, if PCBs are mixed with hazardous wastes listed
in 40 CFR 261.31 to 261.33 (e.g., spent tnchloroethylene
that was used to clean electrical equipment), the mixture is
subject to the RCRA hazardous waste regulations. Similarly,
if PCBs are mixed with other wastes, and the resulting mix-
ture exhibits one or more of the hazardous characteristics
discussed in 40 CFR 261.21 to 261.24 (i.e., ignitability, cor-
rosivity, reactivity, or toxicity), the mixture must be managed
as hazardous waste until the waste no longer exhibits the
characteristic. PCB-contaminated soil or sediment that is
also contaminated with listed waste or exhibits a hazardous
characteristic, must be managed as hazardous waste until
the contaminated medium no longer contains the listed
waste (the site-specific decision for listed wastes must be
made by the EPA regional office or the authorized
state) or no longer exhibits the hazardous characteristic.
The 1984 Hazardous and Solid Waste Amendments to
RCRA specified additional requirements for treatment
and disposal of hazardous waste. Solid waste management
units (SWMUs) at hazardous waste treatment, storage, and
disposal (TSD) facilities became subject to more stringent
corrective action requirements. Also, land disposal of
hazardous waste without prior treatment by a specified
technology, or to a specified constituent concentration,
became prohibited under the land disposal restrictions
(LDRs).
The California List of the LDRs states that liquid hazard-
ous waste containing greater than 50 mg/kg of PCBs must
either be incinerated in a TSCA incinerator or a high-
efficiency boiler.
The California List also regulates the disposal of hazardous
waste containing halogenated organic compounds (HOCs)
when present in concentrations greater than 1,000 mg/kg.
The HOC list includes seven specific Aroclors, as well as
"PCBs not otherwise specified." Incineration is the speci-
fied remedial technology. The presence of other restricted
hazardous waste in PCB-contaminated soil and sediments
also subjects the media to the applicable LDRs.
2.1.4 Other Federal Regulations
Remediation of PCB-contaminated sediments may affect
local and downstream water quality during activities such as
dredging and dewatering The Clean Water Act establishes
requirements and discharge limits for actions that affect
surface water quality. Accordingly, the technical require-
ments of permits, such as the National Pollutant Discharge
Elimination System (NPDES) permit, may have to be met.
Remedial technologies that have the potential to emit PCBs
or other contaminants into the air may need to include
control measures in accordance with the Clean Air Act.
Regulated units could include baghouses, exhaust stacks,
and pressure release devices on treatment tanks.
The Occupational Safety and Health Act is the primary
Federal law that governs occupational health and safety in
the private sector and Federal government. Its main goal is
to ensure that employers provide employees with an envi-
ronment free from recognized hazards, such as exposure to
toxic chemicals, excessive noise levels, mechanical dangers,
heat or cold stress, or unsanitary conditions.
Engineering Issue: PCB Remediatiot
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2.1.5 State Regulations
The TSCA PCB regulations are implemented by EPA,
as they cannot be delegated to the states. However, at
least 18 states currently regulate various aspects of PCB
disposal under their own RCRA regulations. The state PCB
requirements do not supplant EPA's TSCA regulations.
Therefore, applicable state regulations in addition to TSCA
regulations must be included as ARARs or waived, when
appropriate, at Superfund sites.
2.2 Alternative Remedial Selection Criteria
Prescreening of remedial options begins with a pre-
liminary site investigation prior to the development
of a conceptual site model. A carefully designed and
implemented site characterization should be conducted
to resolve any data gaps identified during the project
scoping phase [25]. Table 1 presents a minimum set of
soil and sediment characteristics needed for screening
Table 1. Soil and Dredged Sediments Characteristics for
the remedial technologies covered in this paper. [25].
Physical characteristics and logistical considerations could
impact the installation and operation of any remedial
alternative selected. For land based (non-aquatic) sites,
these items include:
• Site layout
• Activities conducted at the site
• Site access
• Terrain features and topography
• Drainage patterns
• Facility footprint and traffic patterns
• Security considerations including
• Utility connections and locations
• Buffer zones
• Community setting (rural, urban), including
proximity to residential areas.
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Engineering Issue; PCB Remediation
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Soil characteristics and properties that factor into the
applicability determination for candidate PCB remedial
options are listed in Table 1:
Particle size separation treatment involves separation
of the fine materials from the course larger material by
physical screening. Particle size separation may serve as
a pretreatment step prior to implementation of a treat-
ment alternative. Organic compounds absorb to the finer
fractions (e.g. clay or silt); therefore, particle size separation
may also be considered a treatment technology distin-
guishing between hazardous and non-hazardous disposal
options [1]. Many treatment processes require particle
size of one centimeter or less for optimal operation.
Heterogeneities in solid and waste compositions produce
non uniform feed streams resulting in inconsistent removal
rates [26, 27]. Soils with a high proportion of coarse gravel
or cobbles affect performance of vitrification, chemical
extraction, ex-situ bioremediation, thermal desorption,
and incineration systems. Soil with large amounts of fines
would generate potentially harmful participate dust for
technologies that require excavation and the use of heavy
construction equipment. Fine particles result in high par-
ticulate loading in flue gases due to the turbulence in rotary
kilns but bioremediation processes, such as slurry reactors,
are generally facilitated by finer particles that increase the
contact area between the contaminant and microorganisms
[27, 28].
Bulk density is the weight of the soil per unit volume
including interstitial and absorbed water. Bulk density is
used for converting weight to volume in materials handling
calculations [30] and is interrelated with PSD in determin-
ing mixing and heat transfer in fluidized bed reactors. To
allow good circulation and removal of solid residues within
the fluidized bed all solids require screening or crushing to
a size less than 2 inches in diameter [31].
Permeability (hydraulic conductivity) in soils and sediments
controls infiltration of nutrient solutions for some biore-
mediation technologies [26] and can induce preferential
flow pathways in the subsurface.
High moisture content may cause excavation and materials
transport problems and may negatively impact process-
ing material feed [29, 30, 31, 32]. High moisture content
increases energy requirements for thermal technologies,
but favors slurry phase bioremediation systems.
High pH can improve feasibility of applying chemical
extraction and alkaline dehalogenation processes [31].
The pH and Eh may negatively influence ion exchange and
flocculation processes, applied after solvent extraction [26].
Extreme pH ranges can reduce microbial diversity and
activity in bioremediation processes. Eh is generally not a
factor for most PCB remedial alternatives.
Humic content consists of decomposed plant and animal
residues and offers binding sites for accumulation of both
organics and metals. High humic content in the contami-
nated soil/sediment has increasing energy requirements
for thermal technologies. Solvent extraction, S/S and soil
washing may be negatively affected due to strong absorp-
tion of the contaminants by the organic material. High
humic content may also exert an excessive oxygen demand
adversely affecting bioremediation.
Total organic carbon (TOG) provides an indication of the
total organic material present, which is used as an indicator
of the amount of waste available for biodegradation [31].
TOG includes carbon from both naturally occurring or-
ganic material and organic chemical contaminants. Natural
organic carbon in soil may compete in redox reactions
requiring more chemical reduction/oxidation reagents [31].
In situ bioremediation can be negatively influenced by the
impeding effects of clay zones [29]. Ex-situ solid phase
bioremediation requires tight controls on soil moisture
content and the periodic addition of amendments would
be impaired by soils with high clay content.
Biochemical Oxygen Demand (BOD) provides an estimate
of the biological treatability of the soil contaminants [31].
Chemical oxygen demand (COD) is a measure of the
oxygen equivalent of organic content that can be oxidized
by a strong chemical oxidant. Sometimes BOD and COD
can be correlated, and COD can give another indication of
biological treatability or treatability by chemical oxidation
[31].
Oil and Grease (O&G) coating of soil particles tends to
weaken the bond between soil and cement in cement based
solidification [27]. O&G can also interfere with reactant-
to-waste contact in chemical reduction/oxidation reactions,
thus reducing the efficiency of those reactions [31].
These considerations pertain to contaminated sediments,
specifically excavated sediments treated ex-situ [01]. Certain
PCB remediation technologies are space limiting, requiring
waste preparation equipment, heavy construction equip-
ment, stockpile areas, equipment staging areas, residual
treatment systems and large process units. Technologies
that typically require more space to operate include incin-
eration, thermal desorption and soil washing systems [35].
Engineering Issue: PCB Remediatiot
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Many of these systems require direct access to the area of
contamination to maneuver and hook up trailer mounted
treatment equipment.
When selecting a remedial alternative, it is important to
assess potential impacts to the surrounding community.
Plans may need to be put in place to control fugitive
emissions (off gases), dust, noise, and the extra traffic that
accompany many remedial activities. Special care should be
taken, and management systems put in place to control/
capture PCB contaminated dust that might be generated
during the excavation, processing, and staging of contami-
nated soil. Measures also should be considered to control
contaminant leaching and runoff. Systems should be put in
place to control fugitive emissions from thermal treatment
systems [35].
Analytical and spatial variability in PCB concentrations can
be significant. Current characterization data, combined
with data from previous site investigations, should provide
accurate mapping of PCB contamination across the site.
Issues related to the different methods of PCB analysis
include which methods are appropriate for a specific site
and remedial objectives. PCB analyses can be congener,
homolog, or Aroclor specific; or for total PCBs with
congener specific providing more valuable information.
It is important to note that light and dense non aqueous
phase liquids (LNAPLs and DNAPLs) are often present
in PCB contaminated soil and sediment. NAPL co-
contamination can greatly impact the effectiveness of the
approaches for site characterization and remedial activities.
Volume, distribution, concentration, and the predominant
PCB species found at a site are critical aspects in the overall
technology selection process as well as for appropriate
sizing of treatment unit processes.
Treatability testing is important because characterization
of the waste alone may be insufficient to predict treatment
performance or to estimate the size and cost of appropri-
ate treatment units. Treatability studies, which can include
a combination of bench- and pilot-scale tests, provide data
to assess whether the technology can meet the cleanup
goals, as well as establish design and operating parameters
for optimization of technology performance [36]. Treat-
ability studies may also help identify any matrix interferenc-
es or pretreatment requirements and appropriate residual
treatment options. The presence of PCBs with other con-
taminants in soil often creates site-specific treatment prob-
lems. In addition, many advantages and limitations should
be considered in the tradeoffs of dredging versus leaving
PCB contaminated sediment in place. Current information
on remedial approaches for contaminated sediment can
be found at the following reference: U.S. Environmental
Protection Agency, Contaminated Sediments in Superfund
web site: http://www.epa.gov/superfund/health/conme-
dia/sediment [37].
3.0 TECHNOLOGY DESCRIPTIONS
This section presents technologies used to remediate
PCB contaminated soils and sediments by containment,
treatment, or destruction of the PCB waste material. The
technologies are classified under the heading of Estab-
lished or Alternative Technology. Established technologies
are those that have been used at the full scale level to
successfully meet PCB cleanup goals at multiple sites and
are commercially available.
Specific treatment and destruction technologies are al-
lowed by U.S. regulations for certain types of PCB wastes.
Alternative technologies are considered if the perfor-
mances of these technologies meet site specific clean-up
requirements. Table 2 lists the advantages of several PCB
treatment/destruction technologies, and Table 3 lists the
limitations associated with these same technologies. These
technologies are discussed in more detail below.
According to information from "Treatment Technolo-
gies for Site Cleanup; Annual Status Report (Twelfth
Edition)." [38], "Superfund Remedy Report, thirteenth
Edition" [39], and CERCLIS [40] when exculding
landfilling, Incineration, Solidification, and Thermal
Desorption have been the predominante remediation
technologies.
3.1 Incineration
3.1.1 Technology Description
Incineration treats organic contaminants in solids and
liquids by subjecting them to temperatures typically greater
than 760°C (1,400°F) in the presence of oxygen, which
causes volatilization, combustion, and destruction of these
compounds [41, 42]. The primary factors affecting the
design and performance of the system are the furnace
temperature, residence time, and turbulence required
to expose the combustible material to oxygen in order
to obtain complete combustion [31]. The U.S. EPA has
approved high efficiency incinerators to destroy PCBs with
concentrations above 50 mg/kg Incinerators destroying
PCB liquids must meet technical requirements of 2 second
residence time at 1200°C (2192°F) and 3% of excess
oxygen, or 1.5 second residence time at 1600°C (2912°F)
and 2% of excess oxygen in the stack gases. The destruc-
tion and removal efficiency (DRE) for non-liquid PCBs
must be equivalent to 99.9999% (less than 1 mg/kg).
Engineering Issue; PCB Remediation
-------
Table 2. Advantages of Technology Alternatives for Remediating PCB Contaminated Soil and Sediment
CD
O)
~CI
CD
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^C
Reduces high concentrations to cleanup goals
Destroys PCBs
Separates PCBs
Immobilizes PCBs
Can be implemented in-situ
Effective across wide range of soil/sediment
characteristics
Effective on inorganic co-contaminants
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** Ex-situ bioremediation systems. In situ systems are innovative and have not been demonstrated to be effective.
Notes: Technologies for which a specific advantage is applicable are identified by a "T".
1—After destruction residual PCBs are encapsulated in vitrified mass.
Source: Ref [39]. Derived from technology experts and EPA Engineering Bulletins.
The primary stages for incineration are: waste preparation,
waste feed, combustion, and off gas treatment. Waste
preparation includes excavating and/or transporting the
waste to the incinerator. Depending on the feed require-
ments of the incinerator, classification equipment may
be needed to remove oversized particles and obtain the
necessary feed size for soil and sediment. Blending of
the soil or sediment and size reduction are sometimes
required to achieve a uniform feed size, moisture content,
thermal value, and contaminant concentration [43, 44,
46, 48]. The waste feed mechanism, which varies with the
type of incinerator, introduces the waste into the combus-
tion system. The feed mechanism sets the requirements
for waste preparation. Bulk solids are usually shredded;
contaminated media are usually ram or gravity fed [47, 48].
In the combustion stage, the four major systems are:
rotary kiln, circulating bed combustor (CBC), circulating
fluidized bed (CFB), and infrared combustion [46, 48]:
Rotary Kilns operate at temperatures up to 982°C
(1,800°F). A refractory lined, slightly inclined, rotation
cylinder serves as the combustion chamber. There are
many commercial designs most commonly equipped with
an afterburner, a quench, and an air pollution control
system to remove particulates and neutralize acid gases
8
(HCI, NOx, and SOx) [47]. Baghouses, venturi scrubbers,
and wet electrostatic precipitators remove particulates.
Packed bed scrubbers and spray dryers remove acid gases
[46, 48].
A Circulating Bed Combustor (CBC) operates at lower
temperatures than conventional incinerators 788°C
(1,450°F) to 872°C (1600°F). It uses high velocity air
resulting in a high turbulence that produces a uniform
temperature zone around the combustion chamber and
hot cyclone. This completely mixes the waste material in
the combustion zone destroying toxic hydrocarbons. The
effective mixing and low combustion temperature reduce
potential emissions of such gases as nitrogen oxide (NOx)
and carbon monoxide (CO) [46, 48].
• A Circulating Fluidized Bed (CFB) operates at tem-
peratures up to 872°C (1,600°F). It uses high veloc-
ity air to circulate and suspend the waste particles in
a combustion loop [46, 48].
• Infrared Combustion (1C) operates at up to 1010°C
(1,850°F) using electrically powered silicon carbide
rods to heat organic wastes to combustion temper-
atures. Waste is fed into the primary chamber and
exposed to infrared radiant heat provided by silicon
carbide rods above the conveyor belt. Blowers de-
liver air to selected locations to control oxidation
Engineering Issue: PCB Remedial
-------
rate of the waste feed with remaining combustibles
incinerated in an afterburner [46, 48, 49].
Off gases from the incinerator require treatment by air
pollution control (APC) equipment to remove participates,
capture and neutralize acid gases, and capture dioxins if
present. A process schematic of a typical mobile incinera-
tion unit is depicted in Figure 1. The major waste streams
generated by incineration are: solids from the incinera-
tor and APC system, water from the APC system, and
emissions from the incinerator. Ash is either air cooled or
quenched with water after discharge from the combustion
chamber. In the case of water quenched ash, dewatering
may be required before additional handling or treatment
occurs. Solidification/stabilization (S/S) may also be
necessary if the ash contains leachable metals at concen-
trations above the regulatory limits. The alkalinity of the
matrix may influence the leachability of the ash [50]. The
flue gases from the incinerator are treated by APC sys-
tems, such as cyclones, venturi scrubbers, wet electrostatic
precipitators, baghouses, packed scrubbers, and chiller
condensers before discharge through a stack. A low pH
(acidic) liquid waste can be generated by the APC system.
This waste may contain high concentrations of chlorides,
volatile metals, trace organics, metal participates, and other
inorganic particulates. Wastewater requiring treatment
may be subjected to neutralization, chemical precipitation,
reverse osmosis, settling, evaporation, filtration, or carbon
adsorption before discharge [34].
In order to properly design an on-site incineration unit,
additional information is needed on the PCB contaminat-
ed matrix. This information includes soil moisture content,
particle size distribution (PSD), soil fusion temperature and
soil heating value. A sieve analysis is required to account
for the dust loading in the system for proper design of the
air pollution control equipment [51, 52].
3.1.2 Applications
Economic reasons are often a key factor in determining
whether mobile, transportable, fixed, or off site commer-
cial incineration will be used at a given site [33]. Many com-
panies have built incinerators that are actively used in the
remediation of Superfund sites. Scaled down versions are
portable. Portable incinerators are trailer mounted versions
of conventional rotary kiln or fluidized bed incinerators
with thermal capacities of 10 to 20 million British thermal
units per hour (Btu/hr). However, portable units as large
as 80 million BTU/hr are available. At large sites where the
cleanup times are expected to be of several years' duration,
it is often more feasible to construct an incinerator on site.
Standard 440 V, three-phase electrical service is generally
needed. A continuous water supply must be available at the
site. Auxiliary fuel for feed Btu enhancement may also be
required. Incinerators must be designed and operated to
meet the 99.9999% Destruction and Removal Efficiency
(DRE) required for PCBs. The potentially toxic residuals
(ash) that are generated require further processing and
disposal. Cost is generally sensitive to the volume of soil
being treated [43, 45, 49]. A comparison of the advantages
of incineration to other PCB remediation systems is
depicted in Table 2.
Figure 1. Typical Mobile/Transportable Incineration Process
Treated
Emissions
Stack
Emissions
Waste
Storage
h
Waste
Preparation
w
r
Waste
Feed
k.
-w
Incinerator
^
r
Residue
Handling I
Air
Pollution
Control
Residue
Handling
Reference 45
_^ Water
> Solids
>• Treated Solids
Engineering Issue: PCB Remediation
-------
Table 3. Limitations of Technology Alternatives for Remediating PCB Contaminated Soil and Sediment
en
c
1
E
—i
High moisture content adversely
affects treatment
PCBs must be destroyed by another
technology
Produces other residuals that must
be treated and/or disposed
Sensitive to media particle size, clay
content, and/or pH
Not proven to treat all PCB congeners
Sensitive to co-contaminants
Off gases must be treated prior to
release
Volume and/or characteristic changes
to treated media
Potentially affected by ambient
temperature extremes
Difficult to measure effectiveness
of treatment
Long term monitoring required
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• Notes: Technologies for which a specific limitation is applicable are identified by a " T ".
• Limitations that only apply the ex-situ subgroup of a technology are identified by a "•"
• Source: Ref. [37, 38]
3.1.3 Performance
Incinerator performance is most often measured by
comparing initial PCB concentrations in feed materials
with both final concentrations in ash (i.e. destruction and
removal efficiency DRE) and concentrations present in off
gas emissions. Incinerators burning non-liquid PCB wastes
must meet the performance and monitoring requirements.
A substantial body of trial burn results and other quality
assured data exist to verify that incinerator operations
remove and destroy organic contaminants from a variety
of waste matrices to parts per billion or even parts per
trillion levels, while meeting stringent stack emission and
water discharge requirements.
3.1.4 Limitations
The applicability of incineration to the remediation of
PCB contaminated soil or sediment may be limited by
10
Engineering Issue: PCB Remedial
-------
the types and concentrations of metals present in the
medium [53]. When soil or sediment containing metals
are incinerated, the metals vaporize, react to form other
metal compounds, or remain with the soil residuals. Metals
in ash, scrubber sludge, or stack emissions, if improperly
managed, can result in potential exposures and adverse
health effects [54]. Metals commonly found in association
with PCB contamination volatilize at most incinerator op-
erating temperatures and must be captured before process
off gases are released into the atmosphere. Therefore, it is
important to adequately characterize the metal content of
the soil or sediment when considering incineration systems
for PCB treatment [54]. Metals can also react with chlorine
and sulfur in the feed stream, forming other volatile and
toxic compounds. High levels of potassium and sodium in
the waste stream can form low melting point participates
that can attack the refractory tile lining and form particu-
lates that foul the gas ducts [43, 45, 49].
A comparison of the limitations of incineration systems
to those of other PCB remediation systems is depicted in
Table 3.
3.1.5 Case Studies
Some examples of recent commercial applications of in-
cineration systems are presented in Table 4. Incineration
technologies have been selected as the remedial action
for at least 36 Superfund sites with PCB contaminated
soils or sediments [11, 42, 57, 58].
3.2 Landfill Disposal
3.2.1 Technology Description
Landfill disposal is one of the most common methods for
disposal of PCB contaminated media. Landfills are tightly
compacted and generally anaerobic, where little degrada-
tion occurs. It is used to cover buried waste materials to
prevent contact with the environment and to effectively
manage the human and ecological risks associated with
those wastes. For most wastes, especially persistent sub-
stances like PCBs, burial in landfills is not considered a
destruction technology; rather, a method of disposal and
containment. Confined disposal facilities (CDFs) are also
used at some sites to contain PCB contaminated sediments,
but these are not discussed in detail in this paper. In gen-
eral, CDFs are designed to physically contain a volume of
dredged sediment; to provide management and removal of
water associated with the sediment; and to provide envi-
ronmental protection from contaminants [57]. Dredged
sediments may be temporarily stored in a CDF, dewatered,
and then transported to an off-site landfill for permanent
disposal.
Commercial, private, or municipal solid waste landfills, with
potentially reduced costs and increased throughput, may
provide another option for RPMs. However these landfills
must be authorized to accept PCB contaminated wastes.
Private landfills may provide an option other than the 10
TSCA approved commercial landfills. A comparison of
the advantages of landfill disposal to those of other PCB
remediation systems is depicted in Table 2.
3.2.2 Applications
Landfill disposal of PCB contaminated soil and sediment is
relatively inexpensive compared to other available treat-
ment technologies. Landfill disposal costs are mostly those
of transportation and disposal rather than treatment, and
disposal is often the most economical choice for waste re-
mediation. TSCA landfills capable of taking more than or
equal to 50 mg/kg PCB soil/sediment have yearly tonnage
acceptance limits. These limits are determined by the state
in which they are located and are specified in the landfill's
operating permit. These landfills are set up to receive large
quantities of materials, often by rail shipment, thereby fur-
ther reducing the overall costs of disposal by lowering the
material handling costs. Residuals from other PCB treat-
ment technologies may require landfill disposal.
3.2.3 Performance
There are specific design and operating criteria for chemi-
cal waste landfills in the United States. Landfill site soils
should be of sufficient depth and relatively impermeable
(i.e. large area clay pans). If this is not possible, soil should
have high clay and silt content, or a synthetic membrane
liner with a minimum thickness of 30 mils should be used
to meet the permeability criteria. The location of the bot-
tom of the landfill must be at least 50 feet above the his-
torically high groundwater table. Floodplains, shore lands,
groundwater recharge areas, and standing or flowing water
should be avoided. The site should have monitoring wells
and leachate collection [08]. Disposal steps include exca-
vation of the waste material, thorough containment and
transport of the material to a licensed landfill, and place-
ment in the landfill according to specified procedures.
3.2.4 Limitations
Landfill disposal of PCB contaminated soil and sediment
does not provide waste reduction or destruction, only con-
tainment. Persistent substances like PCB wastes will remain
in landfills for long periods of time with little degradation.
For disposal in municipal/industrial or TSCA landfills, it
is necessary that no free liquid is present in the disposal
materials. Therefore, it is typical that the material must pass
the RCRA paint filter test to be accepted (Method 9095 to
Engineering Issue: PCB Remediation
11
-------
Table 4. Commercial Application of Incineration Systems at PCB Contaminated Soil/Sediment Superfund Sites
Site
Media Treated
Status
Results
On-Site Mobile Incineration System
New Brighton/Arden
HillsNew Brighton, MN
Rose Township Dump
Holly, Ml
Rose Disposal Pit
Lanesborough, MA
Coal Creek
Chehalis, WA
Bridgeport Rental & Oil
Services
Logan Township, NJ
Sangamo Electric Dump/
Crab Orchard National
Wildlife Refuge
Caterville, IL
1,400 yd3 soil
24,300 yd3 soil
36,428 yd3 soil
6477 yd3 soil
3,035 yd3 soil
9,285 yd3 sediment
11 7, 145 yd3 soil
Infrared Incinerator with silicon
carbon rods-dual chamber
Operational from 9/1 992 to
10/1993
Rotary kiln with secondary
chamber
Operational from 3/1 994 to
6/1994
Rotary kiln with secondary
chamber
Operational from 1/1994 to
5/1994
Rotary kiln with secondary
chamber
Operational from 12/1 991 to
1/1996
Rotary kiln. Operational from
6/1 996 to 6/1 997
Initial: 71 mg/kg
Final: <2 mg/kg
Standard: <2 mg/kg
Initial: 980 mg/kg
Final: <1 mg/kg
Standard: <1 mg/kg
Initial: 500 mg/kg
Final: 0.062 mg/kg (9.99987%
ORE)
Standard: 13 mg/kg (99.9999%
ORE)
Initial: 21, 000 mg/kg
Final: 99.9997% ORE
Standard: 99.9999% ORE
Initial: > 500 mg/kg
Final: 99.9997% ORE
Standard: 99.9999% ORE
Initial: 980 mg/kg
Final: <1 mg/kg
Standard: <1 mg/kg
Off-Site Incineration
Industrial Latex Corp.
Wallington Borough, NJ
Northwest Transformer
Everson, WA
MW Manufacturing
Valley Township, PA
FAA Technical Center
Atlantic County, NJ
12,048 gallons of flam-
mable PCB solids
265 tons soil
875 yd3 carbon black
and 800 drums of PCB
contaminated wastes
930 yd3 soil
1986
Aptus Incinerator, Utah
Rotary kiln. Operational from
1990 to 1992
Rotary Kiln
Initial: 5,000 mg/kg
Final: 99.9999% ORE
Standard: 99.9999% ORE
Additional treatability testing indi-
cated incineration of fluff caused
dioxin problems
Initial: 9 - 836 mg/kg
Final: <1 mg/kg
Standard: 5.0 mg/kg
Reference 11,40,55,56
12
Engineering Issue: PCB Remediatiot
-------
Table 5. PCB and Chemical Waste Landfills
Company
Republic Waste Services of Texas
Limited
(a.k.a. Republic CSC Landfill)
Waste Control Specialists, LLC
Chemical Waste Management Chemi-
cal
Services
Waste Management Inc
Wayne Disposal Inc.
Clean Harbors Grassy Mountains,
LLC
Chemical Waste Management
U.S. Ecology, Inc.
Chemical Waste Management of the
Northwest
US Ecology Idaho
Address
101 Republic Way, P.O. Box 236
Avalon, TX 76623
9998 West Hwy 176, P.O. Box 1129, Andrews, TX
79714
1550 Balmer Road, Model City, NY 14107
Alabama Inc. , Box 55, Emelle, AL 35459
1349 Huron St., South Belleville, Ml 48197
P.O. Box22750, Salt Lake City, UT 84122
Box 471 , Kettleman City, CA 93239
Box 578 , Beatty, NV 89003
17639 Cedar Spring Land, Box 9, Arlington, OR 97812
PO Box 400, 20400 Lemley Road, Grand View, ID
83624
Phone
800-256-9278
888-789-2783
716-754-8231
205-652-9721
313-480-8085
435-884-8900
559-386-9711
503-454-2643
208-834-2275
Reference [58]
determine free liquids in waste). This may require pretreat-
ment by processes such as thermal desorption to dewater
the contaminated waste prior to landfill disposal. Disposal
in private landfills creates a continuing liability issue for the
owner, also monitoring at the waste site must be performed
indefinitely to meet clean closure requirements. There may
be some public opposition to the use of landfills. A com-
parison of the limitations of landfill disposal to those of
other PCB remediation systems is depicted in Table 3.
3.2.5CaseSfucf;es
Currently, there are 10 commercial TSCA approved land-
fills in the USA, not including private TSCA approved
landfills (Table 6).
General Electric (GE) sited two landfills on property they
own near the Housatonic River site. One landfill was built
to TSCA standards to receive material >50 mg/kg, and the
other for material <50 mg/kg. Because of proximity to the
removal area the transportation costs are minimal, although
there are costs associated with permitting, building, and
maintaining the landfills [59].
Excavation and disposal in an offsite TSCA permitted
landfill is another commonly used option as was dem-
onstrated for dredged PCB contaminated sediments at
the Ashtabula River clean up. The river was dredged of
500,000 cubic yards of PCB contaminated sediment that
Engineering Issue; PCB Remediation
was pumped to a polishing bag field with effluent water
treated with clarification followed by sand and carbon
treatment [60].
3.3 Thermal Desorption
3.3.1 Technology Description
Thermal desorption is an ex-situ and in situ technology that
physically separates volatile and semi-volatile contaminants
from soil, sediment, sludge, and filter cake by heating the
matrices at temperatures high enough to volatilize the
organic contaminants. It is a physical separation process
and is not designed to destroy organics [51]. Air, com-
busted flue gas, or an inert gas is used to transfer vaporized
contaminants from the medium. The chamber tempera-
tures, usually between 93°C (200°F) and 538°C (1,000°F)
and residence times (site-specific) used by thermal desorp-
tion systems will volatilize but typically neither oxidize nor
destroy organic contaminants, [34, 52]. Thermal desorption
utilizes either a direct or indirect heat exchange [31].
The primary stages of a typical thermal desorption system
are materials preparation, desorption, particulate removal,
and off gas treatment. Most ex-situ soil thermal desorption
systems use similar feed systems consisting of a screen-
ing device to separate and remove materials greater than 2
inches, a belt conveyor to move the screened soil from the
screen to the desorption chamber, and a weight belt to
13
-------
Table 6. Commercial Application of Ex-situ Thermal Desorption Systems at PCB Contaminated Soil/Sediment
Superfund Sites
Site
Fields Brook
Ashtabula, OH
Universal Oil Products (Chemical Division)
East Rutherford, NJ
Industrial Latex Corp.
Wallington Borough, NJ
Acme Solvent Reclaiming, Inc.
Morristown, IL
Re-Solve, Inc.
Sangamo/Twelve-Mile/Hartwell PCB, Pickens,
SC
Smith's Farm
Brooks, KY
Media Treated
21, 855 yd3 soil and
sediment
8,200 tons soil
53,600 yd3 soil
6,000 yd3 soil
36,000 yd3 soil
40,700 yd3 soil
7,500 yd3 sediment
21, 000 yd3 soil and
sediment
Status
Operational from 6/2002 to
12/2002
Process proved inefficient
to achieve clean up goals.
Remedy change to off-site
disposal
Operational from 9/1 997 to
9/2001
Operational from 6/1 994 to
9/1994
Operational from 4/1995 to
3/1996
Operational from 12/1 995 to
5/1997
Anaerobic low temperature
desorber. Completed 9/1 995
Results
Initial: 41, 000 mg/kg
Final: 2 mg/kg
Standard: 1.3 mg/kg
sediments 3.1 mg/kg soil
Initial: 2,000 mg/kg
Final: 2 mg/kg
Standard: 2 mg/kg
Initial: 4,000 mg/kg
Final: 1 mg/kg
Standard: 1 mg/kg
Initial: 290 ppb
Final: 1 ppb
Standard: 10 ppb
Initial: 247 mg/kg
Final: 0.13 mg/kg
Standard: 25 mg/kg
Initial: 40,000 mg/kg
Final: <2 mg/kg
Standard: <2 mg/kg
Initial: 300-500 mg/kg
Final: 3-25 mg/kg
Standard: 2 mg/kg
Reference 11, 38, 53, 54
measure soil mass. Augers are occasionally used in place of
belt conveyors, but either type of system requires regular
maintenance and is subject to system failure. Soil con-
veyors in large systems seem more prone to failure than
those in smaller systems. Size reduction equipment can be
incorporated into the feed system, but its installation into
a continuous feed system is usually avoided to minimize
shutdown as a result of frequent equipment failure and
jamming [34, 52]. Directly heated thermal desorption units
primarily transfer heat through radiation and convection
from the carrier gas to the contaminated soil/sediment. In
a direct heat unit, the burner exhaust gases are mixed with
the waste and volatilized contaminants. Contaminants are
volatized and swept with the burner combustion products
to the emission control system for treatment, typically
more energy/cost effective than indirectly heated units
[51].
Indirectly heated thermal desorption units usually transfer
heat by conduction, or by electrical resistance heaters to
the contaminated soil/sediment, or by convection through
an indirectly heated gas stream. In either case burner ex-
haust gases never come into contact with the contaminated
matrix. Contaminants are volatilized and exhausted to the
emission control system for treatment. Burner combustion
products do not mix with volatilized contaminants and
are exhausted to separate stacks, reducing the volume of
contaminated gas and size of emission control equipment
required. Indirectly heated thermal desorption units typi-
cally are less sensitive to waste heating values and potential
heat releases than directly heated units. Thermal screws are
well suited for treating high moisture content sediments.
The principal differences between direct and indirect units
are the extent to which air emissions can be controlled and
the treatment capacity (which directly impacts operational
costs) [51].
Two common thermal desorption designs are the rotary
dryer and thermal screw. Rotary dryers are horizontal cyl-
inders that can be directly or indirectly heated. The dryer is
normally inclined and rotated. For the thermal screw units,
screw conveyors or hollow augers are used to transport
14
Engineering Issue: PCB Remediatiot
-------
the medium through an enclosed trough. Hot oil or steam
circulates through the auger to indirectly heat the medium.
The thermal screw design has been found to require more
waste pretreatment than the rotary dryer design, and may
be more costly to use [36]. All thermal desorption systems
require treatment of the off gas to remove particulate and
other contaminant emissions and vapors. Most of these
units are transportable [52].
Based upon the operating temperature of the desorber,
thermal processes can be further categorized into two
groups: high temperature thermal desorption (HTTD)
and low temperature thermal desorption (LTTD) [45, 52].
HTTD is a full scale technology in which wastes are heated
to 316°C (600°F) to 538°C (1,000°F). HTTD is frequently
used in conjunction with incineration, S/S, and/or dechlo-
rination, depending on site-specific conditions [45, 52]
(see Table 1). For LTTD processes, wastes are heated to
between 93°C (200°F) and 316°C (600°F). LTTD is a full
scale technology that has been successful for remediating
petroleum hydrocarbon contamination in all types of soil.
Contaminant destruction efficiencies in the afterburners of
these units are reportedly greater than 95%. Desorbed soil
retains its physical properties. Unless heated to the higher
end of the LTTD temperature range, organic components
in the soil are not damaged, which enables treated soil to
retain the ability to be used and support biological activ-
ity [45, 52]. Process diagrams of a typical low and high
temperature thermal desorption unit are shown in Figures
2 and 3, respectively.
Operation of ex-situ thermal desorption systems can cre-
ate up to eight process residual streams: treated medium,
oversized medium and debris rejects, condensed contami-
nants, water, particulate control system dust, clean off gas,
spent carbon, and aqueous phase activated carbon. Treated
medium, debris, and oversized rejects may be suitable for
replacement on site or require off-site disposal. Particulates
Figure 2. Typical Thermal Desorption Process with an Afterburner
Reference 45
Excavate
k
Material
Handling
k.
k
Ove
Afterburner
T
Baghouse
t
Desorber
^
w
Clean
Offgas
Solids for
Disposal 1
Treated
Medium
•sized
.
Rejects
Figure 3. Typical Thermal Desorption Process with Noncombustion Gas Treatment
Reference 45
Clean
Offgas
Spent Carbon
Concentrated
Contaminants
Water
Engineering Issue: PCB Remediation
15
-------
are removed by conventional particulate removal equip-
ment, such as wet scrubbers, cyclones and baghouses. Bag-
houses may become contaminated with dioxins if operated
above 232°C (450°F) and require further decontamina-
tion. Collected participates may still be contaminated, and
may be recycled into the feed stream for retreatment or
treated as a separate waste stream. In situations where PCB
contaminants must be recovered from the system exhaust,
emission control can be achieved using a secondary com-
bustion chamber (afterburner), a catalytic oxidizer, chiller
condenser, or activated carbon adsorption. The selection
of the gas treatment system will depend on the concentra-
tions and types of contaminants, air emission standards,
and the economics of the off gas treatment system(s) used
[61]. When a combustion process destroys off gas, compli-
ance with incineration emission standards may be required
[61]. In addition to the required monitoring and assessment
of PCBs in thermal desorption waste streams, the possibil-
ity of dioxin/furan formation during thermal treatment of
contaminated media should be considered [61]. In order to
design an ex-situ thermal desorption system for a specific
site, gathering characteristic information on the PCB
contaminated matrix is essential. This information will in-
clude soil moisture content and particle size classification,
determination of boiling points for various compounds to
be removed, and treatability testing to determine the effi-
ciency of the thermal desorption unit on a particular waste
stream. A sieve analysis is required to account for the dust
loading in the system for proper design of the air pollution
control equipment [51, 52].
3.3.2 Applications
LTTD systems are more applicable to treatment matrices
contaminated by nonhalogenated volatile organic com-
pounds (VOCs) and fuels. LTTD systems experience
reduced effectiveness when used to treat semi-volatile
organic compounds (SVOCs). HTTD systems are more
applicable to the treatment of PCB contaminated matri-
ces, as well as soil, sediment and sludge contaminated by
SVOCs, polycyclic aromatic hydrocarbons (PAHs), and
pesticides. VOCs and fuels can also be treated by HTTD
systems, but treatment by LTTD systems is generally more
cost effective [51].
Ex-situ thermal desorption has been proven effective
in treating organic contaminated (including PCBs) soil,
sediment, sludge, and various filter cakes. Ex-situ thermal
desorption is applicable to sites where the following condi-
tions exist: the target matrix can be excavated or dredged
readily for processing or the organic contaminants are ame-
nable to desorption at kiln temperatures between 315°C
(600°F) and 590°C (1,100°F). Within each solid waste
16
type, the technology can accept a range of particle sizes,
from granular to silty clays. Oversize material (e.g. debris)
requires separation or size reduction prior to processing
[45,52].
In-situ processes have also been demonstrated for the ther-
mal desorption of PCBs from contaminated soils. Thermal
conductive heating (TCH) also called in-situ thermal de-
sorption (ISTD), simultaneously applies heat and vacuum
to the soil. Heat is applied through thermal wells, which
operate at temperatures as high as 900°C (1650°F). Heat is
conducted from the wells into the soil, reaching treatment
temperatures of 300°C (572°F) or greater. Desorbed and
volatilized contaminants are collected and treated above
ground using thermal oxidization and/or carbon cannis-
ters.
ISTD has the advantage of eliminating the need for ex-
cavation and materials processing, which can be a signifi-
cant advantage when other infrastructures are present or
for clay like soils that tend to cake during ex-situ thermal
desorption. Because treatment temperatures of approxi-
mately 300°C (572°F) are required to effectively desorb
PCBs, ISTD can only be applied above the water table or
where the influx of water can be controlled. Thermal wells
(ISTD) have been successfully demonstrated at pilot-scale
at three sites and full scale at one site for the treatment of
PCB contaminated soils and has been used at full scale at
a large number of sites to treat other VOCs and SVOCs
[1, 52]. For the treatment of shallow soils, the soils are ex-
cavated and treated ex situ in piles using horizontal heater
wells installed in the soil pile. In this process, the soils to
be treated are placed in a bermed area on an impervious
surface, and heater elements, air injection, vapor extraction
wells, and thermocouples are built into each pile. The soil
pile is then covered by a vapor cap and insulation. Advan-
tages of this approach over the customary ex-situ thermal
desorption process include the fact that this system can
treat larger debris and rock up to approximately one foot in
diameter, it can handle materials such as ash, clinkers, brick,
glass, etc., and it can be operated to reduce noise impacts
without increasing the overall time of treatment.
Using thermal wells, a treatment time on the order of 40
days with well spacings of 5 feet and a depth of 12 feet
reduced soil concentrations in tight clay from as high as
20,000 mg/kg to less than 1 mg/kg, with most post-treat-
ment soil samples being below the detection limit of 0.033
mg/kg PCBs [62-65)].
3.3.3 Performance
Performance objectives must consider the existing site
Engineering Issue: PCB Remediatiot
-------
contaminant levels and relative cleanup goals for soil
and sediment at the site. System performance is typically
measured by the comparison of untreated solid con-
taminant levels with those of the processed solids. The
actual bed temperature and residence time are primary
factors affecting performance in thermal desorption.
These factors are controlled in the desorption unit by
using either a series of increasing temperature zones,
multiple passes of the medium through the desorber
where the operating temperature is sequentially in-
creased, separate compartments where the heat transfer
fluid temperature is higher, or sequential processing into
higher temperature zones [66, 67].
3.3.4 Limitations
The technology is generally not effective in separating inor-
ganics from the contaminated medium, which could pose
a problem at certain sites where PCBs and heavy metals
(e.g. lead) coexist. However, the presence of chlorine in the
waste enhances the volatilization of some metals, including
lead. Generally, as the chlorine content increases, so will
the likelihood of metal volatilization [34]. Metals volatil-
izing may affect the gas treatment system and metals that
are not volatilized may produce a treated solid residue that
requires stabilization [45, 49, 51].
As the contaminated matrix is heated and passes through
the desorber, energy is consumed in heating the moisture
contained in the material. The target matrix must possess
at least 20 percent solids content to facilitate placement
of the waste material into the desorption equipment [68].
High moisture content (greater than 20 per cent) may
result in lower contaminant volatilization, and a need to de-
water/dry the soil prior to treatment to reduce the energy
needed to volatilize the moisture.
Materials handling of soils that are tightly aggregated or
plastic can result in poor processing performance due to
caking. Clay and silty soils, along with soils with a high hu-
mic content, increase desorption time as a result of binding
of contaminants. Rock fragments or solids greater than 1
to 2 inches may have to be crushed, screened, or reduced
using other unit operations. Size limits depend upon the
mechanical clearances in conveyer systems and heat trans-
fer considerations. A highly abrasive feed can potentially
damage the processor unit [45, 49, 51].
When a combustion process destroys off gas, compliance
with incineration emission standards may be required [61].
Thermal desorption systems can produce dioxin/furans
while operating under certain conditions [61. Factors pro-
moting the formation of dioxins/furans include the ex-
Engineering Issue; PCB Remediation
istence of other chlorinated organic contaminants, addition
of ferric chloride to sediments for dewatering, particulates
and temperatures above 260°C (500°F) such as in a bag-
house and long residence times at 650°C (1202°F) [69].
A comparison of the limitations of thermal desorption
systems to those of other PCB remediation systems is
depicted in Table 3.
3.3.5 Case Studies
Ex-situ thermal desorption technologies have been
selected as the remedial action for at least 16 Superfund
sites with PCB contaminated soils or sediments [11,
40, 55, 56]. Information on the application of thermal
desorption for the treatment of PCB contaminated
soil and sediment at some of these sites is presented in
Table 7.
The U.S. EPA Superfund Innovative Technology Evalu-
ation (SITE) Program, available at: http://wwwepa.
gov/nrmrl/lrpcd/site/reports.html. lists seven thermal
desorption systems reportedly capable of treating PCBs
in soil and sediment [70]. The time required to clean up
a 20,000 ton site using ex-situ thermal desorption is ap-
proximately 4 months [70].
3.4 Solvent Extraction
3.4.1 Technology Description
Solvent extraction processes use solvents to treat contami-
nated solids in much the same way as they are commonly
used by analytical laboratories to extract organic con-
taminants. Solvent extraction is an ex-situ physical process
that uses chemical solvents under controlled pressure and
temperature conditions to separate contaminants from soil
and sediment, thereby reducing the overall volume of the
hazardous waste to be treated [71]. The technology is gen-
erally applicable to solid matrices contaminated by organic
contaminants. Solvent extraction is different from soil
washing systems in that it uses an extracting chemical (non-
aqueous) instead of water containing additives to separate
out contaminants [33]. The chemical formulation of the
extractant is often proprietary to the vendor; however, di-
isopropylamine has been used on PCB contaminated media
[72]. Solvent extraction is commonly used in combination
with other technologies, such as solidification/stabilization,
incineration, and soil washing, depending on site-specific
conditions. These systems vary with regard to the solvent
employed, type of equipment used, and mode of opera-
tion.
Solvent extraction processes can be grouped into three
general types: standard, liquified gas (LG), and critical solu-
17
-------
Table 7. Commercial Application of Solvent Extraction Systems at Superfund Sites with PCB Contaminated
Soil/Sediment
Site
Arctic Surplus - Fairbanks, AK
Arrowhead Refinery Co. - Hermantown, MN
Carolina Transformer Co. - Fayetteville, NC
Idaho National Engineering Laboratory (USDOE), ID
Remedy
Solvent Extraction for PCBs >50 mg/kg; off-site
disposal of soils <50 mg/kg PCBs.
7,000 yd3 Soil and 4,600 yd3 Sludge
Excavation and on-site solvent extraction of soil and
sediment >1 mg/kg PCBs; solidification of any exca-
vated soil or sediment that does not meet the RCRA
toxicity characteristic rule
Solvent extraction, dehalogenation, dechlorination
(unspecified) on site.
Lead
Federal Lead / Fund
Financed
PRP Lead / Federal
Oversight
Federal Lead / Fund
Financed
Federal Lead
Reference 11, 38, 53, 54
tion temperature (GST) solvents. A schematic of a typical
solvent extraction unit is depicted in Figure 4. The stan-
dard process uses alkanes, alcohols, ketones, or similar liq-
uid solvents at or near ambient temperature and pressure.
They operate in either batch or continuous mode and con-
sist of four basic steps: extraction, separation, desorption,
and solvent recovery [73]. The design of the extraction
vessel varies from countercurrent, continuous flow systems
to batch mixers. The ratio of solvent-to-solids varies, but
normally remains within a range from 2:1 to 5:1. Separa-
tion of solids from liquids is achieved by allowing solids
to settle and pumping the contaminant containing solvent
to the solvent recovery system. Filtration or centrifugation
can be used if gravity settling is insufficient.
Residual solids are processed with additional solvent
washes until cleanup goals are achieved. Settled solids re-
tain some solvent that must be removed usually by thermal
desorption. Contaminant laden solvent, along with the
solvent vapors removed during the desorption or raffinate
stripping stage, are transferred to a distillation system. Con-
densed solvents are normally recycled to the extractor; this
conserves solvent and reduces costs. Captured water may
be evaporated or discharged from the system. Still bottoms,
which contain high boiling point contaminants, are recov-
ered for the future treatment or disposed of as hazardous
waste.
The Liquified Gas (LG) process uses propane, butane,
carbon dioxide, or other pressurized gases but still has the
same basic steps associated with standard solvent extrac-
tion processes with some notable differences in operating
conditions. Increased pressure and lower temperature
are required for the solvent to take on LG characteristics.
The extraction step can involve multiple stages, with feed
and solvent moving in countercurrent directions [73]. The
slurry in the extractor is vigorously mixed with the solvent
by pumps or screw augers which move the contaminated
feed through the process.
The solvent/solids slurry is pumped to a decanting tank
where phase separation occurs. A reduction in pressure
vaporizes the solvent, which is recycled, and the decon-
taminated slurry is discharged. Contaminated solvent is
removed from the top of the decanter and is directed to a
solvent recovery unit. The organic contaminants remain in
the liquid phase and the solvent is vaporized and removed.
The solvent is then compressed and recycled to the extrac-
tor.
The Critical Solution Temperature (CST) process uses the
unique solubility properties of CST solvents to extract
contaminants. CST uses extraction solvents whose solu-
bility characteristics can be manipulated by changing the
temperature of the fluid. Contaminants are extracted at
one temperature where the solvent and water are miscible.
The concentrated contaminants are separated from the
decanted liquid fraction at another temperature where the
solvent has minimal solubility in water (process referred
to as inverse miscibility). The same basic process steps are
used for the CST solvent extraction systems; however, the
solvent recovery step consists of numerous unit operations
[73].
Implementation of the solvent extraction technology in-
cludes several stages: media preparation, contaminant
18
Engineering Issue: PCB Remediatiot
-------
extraction, solvent/media separation, contaminant collec-
tion, and solvent recycling. Pretreatment of the contami-
nated media is usually necessary. This may involve physical
processing and, if needed, chemical conditioning after the
contaminated medium has been excavated. Physical pro-
cessing starts with excavation and dredging operations. It
is followed by a series of material classification processes,
which can include any combination of material classifiers,
screens/sieves, shredders, and crushers. This phase reduces
the size of the particles being fed into a solvent extraction
process. Size reduction of particles increases the exposed
surface area of the particles, thereby increasing extraction
efficiency. Caution must be applied to ensure that an over-
abundance of fines does not lead to problems with phase
separation between the solvent and treated solids. The
optimum particle size varies with the type of extraction
equipment used [33]. In the next phase, an extractor is used
to dissolve the organic contaminant into the solvent. Then
the extracted organics are isolated along with the solvent
and go into a separator, where the pressure and tempera-
ture are optimized to separate the organic contaminant
from the solvent phase [30]. The solvent is recycled to the
extractor and the concentrated contaminants are removed
from the separator [72].
Three main process streams are generated by this technol-
ogy: the extract containing concentrated contaminants,
the treated soil or sediment, and the separated water. The
extract contains contaminants concentrated into a smaller
volume, which requires further treatment such as incinera-
tion, dehalogenation, and/or thermal desorption [33, 73].
Depending on the system used, the treated solids may need
Figure 4. Typical Solvent Extraction Process
to be dewatered, creating both a dry solid and a separate
water stream. The water requires analysis to determine
whether treatment is necessary prior to discharge. Because
the solvent is an organic material, a solvent residue may re-
main in the soil matrix. This can be mitigated by selection
of an appropriate solvent, and if necessary, an additional
separation stage. Concentrated contaminants normally
include organic contaminants, O&G, naturally occurring
organic substances found in the feed solids, and extraction
fluid. Concentration factors may reduce the overall volume
of contaminated material to 1/10,000 of the original waste
volume depending on the volume of the total extractable
fraction. The resulting highly concentrated waste stream
is either incinerated or collected for reuse. Particular soil
properties that should be determined beforehand include:
pH, partition coefficient, cation exchange capacity, organic
content, toxicity characteristic leaching procedure (TCLP)
for leachable metals and volatiles, moisture content, clays,
and complex waste mixtures.
3.4.2 Applications
Solvent extraction has been shown to be effective in treat-
ing sediment, sludge and soil containing primarily organic
contaminants such as PCBs, VOCs, halogenated solvents,
and petroleum wastes. It is least effective on very high
molecular weight organics and very hydrophilic substances.
The process has been shown to be applicable for the sepa-
ration of the organic contaminants in paint wastes, syn-
thetic rubber process wastes, coal tar wastes, drilling muds,
wood treatment wastes, separation sludges, pesticide/in-
secticide wastes, and petroleum refinery oily wastes [45, 49,
73]. The rate limitations of extraction technology
Treated
Emissions
Excavate
^
r
Reference 45
Engineering Issue: PCB Remediation
Solvent
with
Organic
Contaminants
L
k.
Concentrated
Contaminant
Solids
Water
Oversized
Rejects
19
-------
are typical of a mass transfer controlled kinetic process,
although equilibrium phase partitioning considerations
often become limiting factors. It is important to conduct a
laboratory scale treatability test to determine whether mass
transfer or equilibrium partitioning will be the controlling
factor. Often irreversible partitioning into organic rich
medium can limit the effectiveness of solvent extraction to
PCB remediation. The controlling factor is critical to the
design of the unit and to the determination of whether the
technology is appropriate for the waste [33, 73].
Inorganics usually do not have a detrimental effect on
the extraction of organic components, and may have a
beneficial effect by changing the metals to a less toxic or
leachable form. When treated solids leave the extraction
subsystem, traces of extraction solvents are present [45, 49,
73]. The typical extraction solvents used in currently avail-
able systems either volatilize quickly from the treated solids
or may biodegrade. Ambient air monitoring can be used
to determine if the volatilizing solvents present a problem.
Some commercial extraction systems have used solvents
that are flammable, toxic or both [45, 49, 73].
3.4.3 Performance
The performance of solvent extraction systems is usually
determined by comparing initial and final PCB concentra-
tions in the contaminated medium. The most significant
factors influencing performance are the waste volume, the
number of extraction stages, and operations and main-
tenance (O&M) parameters. Extraction efficiency can be
influenced by process parameters such as solvent used, sol-
vent/waste ratio, throughput rate, extractor residence time,
and the number of extraction stages. Performance data
have indicated concentration factors of up to 10,000:1.
This represents a substantial reduction in the volume of
contaminants. Technology vendors have reported a reduc-
tion of >98% of polychlorinated biphenyls (PCBs) at lev-
els up to 4,600 mg/kg and reduction of >95% of polyaro-
matic hydrocarbons (PAHs) at levels up to 2,900 mg/kg
Removal efficiencies >90% are generally reported for many
organic contaminants with residual levels in many cases < 1
mg/kg. However, performance may require a higher num-
ber of extraction stages (6 to 8), especially at higher initial
concentrations. The number of times the medium must
be recycled through the system (the number of passes) in
order to meet the treatment goal is an important criterion
of system design and operation [33, 74].
3.4.4 Limitations
The technology is generally not used for extracting inor-
ganics (i.e. acids, bases, salts, heavy metals). Organically
bound metals can co-extract with the target organic pollut-
20
ants and become a constituent of the concentrated organic
waste stream. The presence of metals can restrict both
disposal and recycle options.
Moisture content, the amount of clays, percentage of fines
(>15% ), and the amount of naturally occurring organic
carbon may each affect the performance of a solvent
extraction process depending on the specific system design
[75] which can be semi-batch or continuous. The waste
may need to be made pumpable by the addition of sol-
vents or water. Other systems may require reduction of
the moisture content (<20% moisture) to effectively treat
contaminated media. Matrices with higher clay content re-
duce extraction efficiency and require longer contact times.
Many extraction processes can only handle a small particle
size, usually less than % inch. Treatment of contaminated
material with >15% fines and high organic content af-
fects treatment performance because contaminants can
be strongly sorbed to the soil particles. Furthermore, soils
with high clay and organic matter may form tight aggre-
gates that are difficult to break. Cold temperatures can
affect the efficiency of the extraction solution, which can
diminish leaching rates [76, 77].
3.4.5 Case Studies
Solvent extraction technologies have been selected as the
remedial action for PCB contaminated soils or sediments
for at least four Superfund sites [11, 40, 55, 56]. Informa-
tion on the application of solvent extraction for the treat-
ment of PCB contaminated soil and sediment at these sites
is presented in Table 7.
There have been several applications of solvent extrac-
tion at remediation sites. The EPA SITE Program lists five
innovative solvent extraction systems capable of treating
PCBs in soil and sediment [70].
3.5 Chemical Dehalogenation
3.5.11ntroduction
Chemical dehalogenation, as used in this section, refers
to the use of chemical reagents and reduction processes
to destroy or chemically alter the PCB congeners to a less
toxic form. Ex-situ chemical dehalogenation systems typi-
cally are preferred over incineration alternatives. A compar-
ison of the limitations of chemical dehalogenation systems
to those of other PCB remediation systems is depicted in
Table 3. Ideally, the goal is to convert or mineralize PCBs
to innocuous byproducts such as sodium chloride, carbon
dioxide, and water. More realistically, the goal is to reduce
the toxicity to a form that will satisfy standards for ultimate
disposal or reuse of the contaminated media. One example
of this is to replace the chlorine in PCB with an
Engineering Issue: PCB Remediatiot
-------
aryl or alkyl functional group such as a sodium naphthalide
reagent, polyethylene glycol, or Fenton's reagent. However,
long term stability and other environmental constraints
may require further treatment depending on the treatment
goal [77].
Chemical dehalogenation can be achieved by either the re-
placement of the halogen molecules or the decomposition
and partial volatilization of the contaminants. The con-
taminant is partially decomposed rather than transferred
to another medium. Several processes have been utilized
to accomplish chemical dehalogenation: Base Catalyzed
Decomposition (BCD), Zero Valent Iron (ZVI), Solvated
Electron Technology (SET™), and Gas Phase Chemical
Reduction. Each of these applications will be discussed in
this section.
BCD is an efficient, relatively inexpensive treatment pro-
cess for PCBs. BCD treats PCBs directly in transformer
oils, or as part of a two stage treatment train scheme for
contaminated soils and sediments. PCB contaminated soils
or sediments are mixed with sodium bicarbonate and ini-
tially treated by a thermal desorption process to completely
dechlorinate the soil or sediment. The PCB contaminated
vapor condensate is collected in the air treatment system
and transferred to a heated stirred tank reactor where pro-
prietary catalyst reagents are mixed with high boiling point
hydrocarbon oil and sodium hydroxide [78, 79].
Although proprietary reagents are used in a BCD treatment
process, EPA holds the patent rights to this technology in
the U.S [80]. A process schematic of a typical BCD deha-
logenation unit is depicted in Figure 5.
Zero valent iron (ZVI) offers another chemical dehaloge-
nation treatment application. The use of reactive metal
particles have shown great potential for remediating
groundwater and sediments contaminated with chlorinated
compounds, such as PCBs. For example, zero valent iron
(ZVI) particles can be used in constructed reactive walls
or barriers intercepting the pathway of PCB contaminated
groundwater plumes and sediments. Nanoscale zero valent
iron (ZVI) particles are characterized by high surface area
to volume ratios with high reactivity rates. Batch studies
have demonstrated that these particles can quickly and
completely dechlorinate PCB congeners at relatively low
metal to solution ratios (2.5 g/100ml). Further studies have
shown that the metal particles can be directly injected into
the contaminated aquifer creating a reactive zone for treat-
ment [81].
SET™ uses a solution of ammonia and an "active" metal,
such as metallic sodium or potassium, to create a reducing
Engineering Issue; PCB Remediation
agent that can chemically reduce toxic contaminants, such
as PCBs and pesticides, into relatively benign substances
[72, 82, 83, 84]. Solvated electrons are formed when certain
alkaline earth metals (e.g. sodium, calcium, lithium, and
potassium) are dissolved from their metallic form into am-
monia, resulting in the formation of metal ions (e.g. Na+,
Ca2+, Li+, and K+) and free electrons. These free elec-
trons produce a strong reducing agent that removes halo-
gens from organic molecules, breaking the chlorine-carbon
bond. This chemical process was initially investigated for
the remediation of environmental media contaminated
with SVOCs. Typical waste products of SET™ treatment
include hydrogen substituted aromatics from the original
contaminant, sodium chloride, and sodium amide.
Eco Logic's Gas Phase Chemical Reduction (GPCR™)
technology involves the gas phase chemical reduction
of organic compounds by hydrogen at a temperature of
850°C (1562°F) or higher. Chlorinated hydrocarbons,
such as PCB, polychlorinated dibenzo-p-dioxins (dioxins)
and other POPs, are chemically reduced to methane and
hydrogen chloride (HC1). Unlike oxidation reactions, the
efficiency of these reduction reactions is enhanced by the
presence of water, which acts as a heat transfer agent as
well as a source of hydrogen. Therefore, dewatering of
input waste is unnecessary. The water shift reactions pro-
duce hydrogen, carbon monoxide and carbon dioxide from
methane and water. These reactions can be used at higher
efficiencies to generate hydrogen for reuse in the system
by subjecting scrubbed methane rich product gas to high
temperatures in the presence of a catalyst. This is particu-
larly useful when a hydrogen source for plant operations
is not immediately available. Solid and bulk waste materi-
als are processed in a Thermal Reduction Batch Processor
(TRBP). This waste is placed in the TRBP, which is sealed
and heated in an oxygen free atmosphere to about 600°C
(1112°F). Organic components are volatilized and swept
into the GPCR™ reactor, where complete reduction takes
place at 850-900°C (1562-1652°F). Gas leaving this reactor
is scrubbed to move particulate and acid and then stored
for reuse as a fuel [85].
3.5.2 Applications
BCD treats PCBs directly in transformer oils. PCB con-
taminated soils or sediments are mixed with sodium
bicarbonate and initially treated by a thermal desorption
process as part of a two stage treatment train to completely
dechlorinate the soil or sediment. The PCB contaminated
vapor condensate and fines are collected in the air treatment
system and transferred to a heated stirred tank reactor
containing a caustic (typically sodium bicarbonate [NaHC03]
21
-------
Figure 5. Typical Base Catalyzed Decomposition (BCD)
H2C03
Excavate
Material 1
Handling |
-k. f
Stack
Emissions
Gas
Treatment
System
1
L
Thermal 1
Desorption |
Spent
Carbon
Concentrated
Contaminants
Oversized Rejects
Ref 80
Oil/Water
Seperator
Catalyst •
Carbon
Filter
Stirred Tank
Reactor
Clean
Soil
Stockpile
Treated
Water for
Disposal
Decontaminated
Sludge and Oil
for Disposal
or sodium hydroxide [NaOH]), catalyst reagents (e.g.
carbon, graphite, or iron), a hydrogen donor
(e.g. paraffinic or aliphatic oil), a hydrogen transfer agent,
and other proprietary reagents [78, 79]. When heated above
300°C (572°F) for a time period that is predetermined after
pilot-scale treatability tests, the reagent produces highly
reactive atomic hydrogen, which cleaves chemical bonds
that confer toxicity to compounds [1].
Following the thermal treatment reaction, inorganic
carbonaceous solids are separated from the untreated oil
by gravity or denitrification. The oil and catalyst may be re-
covered for reuse. If desired, the salts and excess base can
be removed from carbon residue by rinsing. The carbon
residue can be rendered non-toxic for disposal.
Four main waste streams are generated by BCD technol-
ogy: the treated soil or solids, the wash water, residual
decontaminated sludge, and possible air emissions. After
treatment, the inorganic sodium salts and carbonaceous
solids can be removed from the non-hazardous oils by
22
gravity or centrifugation. If necessary, the salts and excess
base can be removed from the solids by water wash-ing
The carbonaceous material left after centrifugation and
washing is non-toxic and can be disposed of as non-
hazardous material. Latest development in 2004 was that
the process has the choice of using low cost heavy fuel oils
or refined paraffinic oils as the donor oil in the process.
Heavy fuel oils can be used once only, with the used oil be-
ing fed to cement kilns after destruction of POP's. Where
this option is not used, it is now possible to recover and
re-use 90-95% of the donor oil, which greatly improves the
economics of the process and reduces the production of
wastes virtually to a solids stream of sodium chloride and
carbon from the breakdown of the POP molecule. Any
wastewater generated by the process should be minimal
and can be disposed directly to the sanitary sewer.
However, if prior treatment is required, chemical oxidation,
biodegradation, carbon adsorption, or precipitation can be
used. The residual decontaminated sludge from the stirred
tank reactor must be analyzed to ensure conformance with
Engineering Issue: PCB Remediation
-------
regulatory requirements before disposal, but can generally
be disposed of as municipal sewage sludge [33]. If other
contaminants are present in the untreated waste feed mate-
rial, they should also be evaluated in the residual sludge. If
the sludge does not meet disposal standards, it can be re-
treated through the primary thermal desorption or solvent
extraction treatment train process. Air emissions are typi-
cally minimal since the process is not pressurized. A reflux
condenser is used to keep the oil in the stirred tank reactor
while capturing the water vapor. However, if the contami-
nated material has significant moisture content, capture of
the residual volatile fraction may be difficult even with a
reflux condenser. Any resulting stream can be treated by
activated carbon or catalytic oxidation.
The chemistry of this technology is not just specific to
halogenated organics. Based on tests on halogenated or-
ganics, the byproduct compounds appear to be non-toxic
[33]. The BCD process produces biphenyl and low boiling
olefins (which are not water soluble and much less toxic)
and sodium chloride. A comparison of the advantages of
chemical dehalogenation systems to those of other PCB
remediation systems is depicted in Table 2.
The innovative ZVI particle dechlorination technology has
potential for in-situ PCB remediation. ZVI oxidizes to Fe
(III) and can be applied through direct subsurface injec-
tion. A total understanding of the fate and transport of
nano-scale ZVI is necessary prior to its commercial use in
soils and sediments. Mass balances and PCB dechlorina-
tion pathways must be confirmed. The high cost and short
reactive life span of nano-scale ZVI is a limitation to field
application. The limited (biochemical) availability of PCBs
in soils and sediments in situ is also a barrier to use of this
and other in-situ PCB remediation technologies. Compre-
hensive field scale research is needed to further evaluate
and develop this technology [86]. In the SET™ process,
contaminated soil is excavated, screened to remove debris,
and dewatered. During application, contaminated material
is placed into a treatment cell and mixed with the solvated
electron solution. Liquid ammonia is added to the vessel
at room temperature, where it is mixed into slurry. After
mixing, elemental calcium or sodium is added to the slurry,
and mixing continues until the reaction is complete. The
mixture is then transferred to an ammonia/soil separation
vessel where liquid ammonia is separated from the soil.
The separator is then rotated, warming the soil and driving
off the remaining ammonia as vapor. The vapor is collect-
ed, along with the liquid, in the ammonia/water separator.
Water is separated from the ammonia for return to the
cleaned soil. The ammonia is returned to the main ammo-
nia storage tank for reuse. The SET™ process is a
non-thermal destruction process that operates under low
pressure. Since the process is low pressure and operates
in a closed system, there are no hazardous gases produced
and no toxic byproducts (e.g. dioxins/furans), such as those
created by some thermal treatments [85].
SET™ is applicable to a wide range of organic contami-
nants in different media. It is a non-thermal alternative to
the destruction of recalcitrant semi-volatile organochlorine
contaminants. SET™ systems typically present less risk
than incineration for the treatment of mixed low level
wastes. Ammonia is commonly used as an agricultural fer-
tilizer and as a refrigerant and is handled and transported
by qualified trained personnel. Metallic sodium, the primary
reactant in the SET process, is received in 55 gallon drums.
Metallic sodium is known to react violently with water to
produce hydrogen gas, sodium hydroxide, and considerable
heat. After dissolving in ammonia, the reactive properties
of sodium are not as extreme as in the metallic form. All
of these potential hazards are mitigated by engineering
controls. Due to the aggressive reactivity of the solvated
electron solution with liquid water, material with high water
content must be dewatered prior to treatment.
Gas Phase Chemical Reduction (GPCR™) is an ex-situ
technology that uses a two stage process to treat soil
contaminated with POPs. In the first stage, contaminated
soil is heated in a thermal reduction batch processor in
the absence of oxygen to temperatures around 600°C
(1112°F). This causes organic compounds to desorb from
the solid matrix and enter the gas phase. The treated soil is
non- hazardous and is allowed to cool prior to its disposal
on or off site. In the second stage, the desorbed gaseous
phase contaminants pass to a GPCR™ reactor, where they
react with introduced hydrogen gas at temperatures ranging
from 850-900°C (1562-1653°F). This reaction converts
organic contaminants into primarily methane and water.
Acid gases such as hydrogen chloride may also be pro-
duced when chlorinated organic contaminants are present.
The gases produced in the second stage are scrubbed by
caustic scrubber towers to cool the gases, neutralize acids,
and remove fine participates. The off gas exiting the scrub-
ber is rich in methane and is collected and stored for reuse
as fuel. Methane is also used to generate hydrogen for the
GPCR™ process in a catalyzed high temperature reac-
tion. Spent scrubber water is treated by granular activated
carbon filters prior to its discharge and is available in both
fixed and transportable configurations. GPCR™ is appli-
cable to both solids and liquids [85].
Engineering Issue; PCB Remediation
23
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Table 8. Commercial Application of Dechlorination Systems at Superfund Sites with PCB Contaminated
Soil/Sediment
Site
Wide Beach Development
Brant, NY
Smith's Farm
Brooks, KY
PCX Site
Statesville, NC
Idaho National Engineering Laboratory
(USDOE), ID
Media Treated
30,000 yd3 soil
21, 000 yd3 soil and
sediment
15,000 yd3 soil
Not Profiled
Status
APEG system. Operational from
9/1 990 to 9/1 991
BCD project completed 9/1995
BCD completed 9/2001
Not Profiled
Results
Initial: up to 5,300 mg/kg
Final: 2 mg/kg
Standard: 2 mg/kg
Initial: 3-25 mg/kg
Final: 300-500 ppb
Standard: 2 mg/kg
Initial: up to 830 mg/kg
Final: 1 mg/kg
Standard: 1 mg/kg
References 11,38,53, 54
3.5.3 Performance
BCD performance efficiency is typically determined by
measuring PCB reduction in soil or sediment before and
after treatment. Clean up times are dependent on the type,
quantity, and conditions of soils and sediments.
During the chemical dehalogenation process, chemical
reactions can result in reactive and ignitable conditions in
the reactors. Proper design and operation must be followed
to avoid these conditions. If excavation is undertaken, air
pollution equipment should be used to control dust and
gases. Chemicals are rarely released from the reactor, but
air monitoring should be considered to make sure that
chemicals are not released in harmful amounts. BCD can
be performed on site, which avoids costs associated with
transportation of soil to a cleanup facility.
When the two stage BCD process is used to treat solids
or sediments with thermal desorption, the capture and
treatment of residuals (volatilized contaminants captured,
dust, and other condensates) must be considered, especially
when the soil contains high levels of fines and moisture, as
in other thermal processes. When the BCD process is used
with solvent extraction, the capture, treatment, recycling,
and disposal of large amounts of liquids will also be neces-
sary.
ZVI performance is best measured with treatment of
contaminated groundwater in an aquifer setting whether
applied to the vadose or saturated zone. For example, zero
valent iron (ZVI) particles can be used in constructed
reactive walls or barriers intercepting the pathway of PCB
contaminated groundwater plumes and sediments. ZVI has
shown less utility in treating soils and sediments in situ un-
less used as a reactive cap.
GPCR™ is non-selective and capable of destroying agents,
Schedule 2 compounds, and hazardous intermediates,
which ensures organic destruction and eliminates the risk
of agent reformation. GPCR™ has been used to treat high
strength solid and liquid wastes containing POPs at both
full and pilot-scales. The POPs treated include hexachloro-
benzene (HCB), DDT, PCBs, dioxins, and furans.
3.5.4 Limitations
For each of the four chemical dehalogenation processes
reviewed in this report, all have process limitations in treat-
ing residuals generated from front end treatment processes,
such as thermal desorption, solvent extraction and soil
washing/extraction technologies. For example, various de-
grees of moisture content, fines, particulates and conden-
sates can affect the efficiency of the process.
When a two stage BCD process is used to treat solids or
sediments via thermal desorption, the capture and treat-
ment of residuals (volatilized contaminants captured, dust,
and other condensates) must be considered, especially
when the soil contains high levels of fines and moisture
similar to other thermal processes. Since the BCD process
involves stripping chlorine from the waste compound, the
treatment process may result in an increased concentra-
tion of lower chlorinated species. This may be of potential
concern in the treatment of PCDDs and PCDFs, where
lower congeners are significantly more toxic than the
higher congeners. It is therefore important that the process
be appropriately monitored to ensure that the reaction
continues to completion. The presence of reducible metals
in the PCB contaminated medium can also reduce perfor-
mance efficiency by scavenging the reactive agent, requiring
increased amounts of reagent [33].
24
Engineering Issue: PCB Remediatiot
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When using ZVI, performance is best measured when
treating contaminated groundwater in the subsurface
or in an aquifer scenario. For example, zero valent iron
(ZVI) particles can be used in constructed reactive walls
or barriers intercepting the pathway of PCB contaminated
groundwater plumes and sediments. ZVI has shown less
utility in treating soils and sediments in situ unless used as a
reactive cap.
In the SET™ process, metallic sodium is the primary re-
actant. It is known to react violently with water to produce
hydrogen gas, sodium hydroxide, and considerable heat.
After dissolving in ammonia, the reactive properties of so-
dium are not as difficult to handle as in the metallic form.
However, due to the aggressive reactivity of the solvated
electron solution with water, media with high water content
should be dewatered prior to treatment.
GPCR™ treatment of arsenic and mercury contain-
ing wastes produces volatile elemental metals; although
GPCR™ has successfully treated arsenic containing wastes,
removal of arsenic and mercury from the air effluent poses
a challenge that must be considered in the design of the
pollution abatement system. They also noted a concern re-
lated to the use of hydrogen in that transportation of large
quantities of hydrogen may present a risk of transportation
related accidents. However, hydrogen is a standard com-
mercial product, and should be available locally (or gener-
ated on-site), minimizing transportation distances [88].
A comparison of the limitations of chemical dehalogena-
tion systems to those of other PCB remediation systems is
depicted in Table 3.
3.5.5 Case Studies
Chemical dehalogenation technologies have been se-
lected as the remedial action for at least four Superfund
sites with PCB contaminated soils or sediments [11,
40, 55, 56]. Information on the application of chemical
dehalogenation for the treatment of PCB contaminated
soil and sediment at these sites is presented in Table 9.
The BCD technology has been licensed to environmen-
tal firms in Spain, Australia, Japan and Mexico and has
been used to treat PCB contaminated oil. Two com-
mercial BCD plants are being constructed in the Czech
Republic [89].
Commercially the GPCR™ system has been working
more than 5 years at Kiwana in Western Australia, where
it has been treating PCBs, HCBs and DDT. Efficiencies
of at least 99.9999 % have been achieved [90, 91, 92]. In
commercial scale performance tests in Canada, the gas
phase reduction process achieved destruction efficien-
cies (DE) and Destruction and Removal Efficiencies
(DRE) with high strength PCB oils and chlorobenzenes.
Dioxins that were present as contaminants in the PCB
oil were destroyed with efficiencies ranging from 99.999
to 99.9999 percent [93, 94].
The EPA SITE Program listed four innovative chemical
dehalogenation systems reportedly capable of treating
PCBs in soil and sediment [70].
3.6 Solidification/Stabilization (S/S)
3.6.1 Technology Description
Waste solidification involves adding a binding agent, such
as Portland cement or asphalt, to the waste to encapsulate
the contaminants in a solid matrix [33]. Solidifying waste
improves its materials handling characteristics and reduces
permeability to leaching agents by reducing waste porosity
and exposed surface area.
Waste stabilization involves the addition of a binder, such
as Portland cement, cement kiln dust, fly ash, or a combi-
nation of the three to a waste to convert contaminants into
an insoluble, less mobile, and less toxic form. S/S process-
es utilize one or both of these techniques and are funda-
mentally different from other PCB remedial technologies
in that they reduce the mobility of PCBs, but do not con-
centrate or destroy them [95]. Although often considered
more appropriate for addressing inorganic contamination,
S/S has been used to successfully remediate organics (e.g.
PAHs, dioxins) including PCBs at several sites. [96, 97].
Ex-situ S/S processes involve: (1) soil or sediment excava-
tion, (2) classification to remove oversized debris, (3) mix-
ing and pouring, and (4) off gas treatment, if necessary. In-
situ processes generally have only two steps: (1) mixing and
(2) off gas treatment, if necessary [98]. Both approaches
require that the soil or sediment be mixed with the bind-
ing agents and water in a batch or continuous system. In
ex-situ applications, the resultant slurry can be: (1) poured
into containers (e.g. 55 gallon drums) or molds for curing
and then disposed of on site or off site, (2) disposed of
in on-site waste management cells or trenches, (3) injected
into the subsurface environment, or (4) reused as construc-
tion material with the appropriate regulatory approvals.
Some S/S formulations result in a dryer matrix that can be
handled like soil.
In-situ applications involve injecting S/S agents into the
subsurface environment in the proper proportions and
mixing them with the soil or sediment using backhoes for
Engineering Issue; PCB Remediation
25
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Table 9. Commercial Application of Solidification/Stabilization at Superfund Sites with PCB Con-
taminated Soil/Sediment
Site
Media Treated
Status
Results
Ex-situ Applications
Carolina Transformer Co. -
Fayetteville, NC
White House Oil Pits
Jacksonville, FL
Pepper Steel & Alloys, Inc
Medley, FL
Florida Steel Corporation
Indiantown, FL
Yellow Water Road Dump
Baldwin, FL
PSC Resources
Palmer, MA
Double Eagle Refinery
Oklahoma City, OK
Paoli Rail Yard
Paoli, PA
MW Manufacturing
Valley Township, PA
Excavation and on-site solvent
extraction of soil and sediment >1
mg/kg PCBs; solidification of any
excavated soil or sediment that does
not meet the RCRAtoxicity charac-
teristic rule
19,000 yd3 soil
144,000 yd3 soil
53,570 yd3 soil and sediment
4,472 yd3 soil
10,500 yd3 soil and sediment
39,970 yd3 soil and sediment
83,000 yd3 soil
35,566 yd3 fluff/sediment/soils
Operational from 3/1 984 to
3/1984
Operational from 3/1 990 to
5/1990
Cement based process
Operational from 8/1 986 to
8/1986
Operational from 11/1 987 to
2/1988
Operational from 9/2001 to
9/2007
Cement based process
Operational from 1987 to 1989
Cement based process
Operational from 1/1995 to
4/1996
Cement based process
Operational from 5/1996 to
9/1996
Cement based process
Operational from 3/1 997 to
11/1997
Operational from 5/1998 to
6/1999
Operational from 6/2000 to
2/2006
Operational from 5/2004 to
12/2004
Initial: 21. 000 mg/kg
Final: 1 mg/kg
Standard: 1 mg/kg
Initial: 5.1 mg/kg
Final: 1 mg/kg
Standard: 1 mg/kg
Initial: 70 mg/l
Final: <1mg/l
Standard: 1 mg/l in leachate
Initial: 600 mg/kg
Final: 0 mg/kg
Standard: 25 mg/kg
Initial: 10-600 mg/kg
Final: ND
Standard: <0.5 ug/l in leachate
Initial: 1 mg/kg
Final: 0 mg/kg
Standard: 0 mg/kg
Initial: 50 mg/kg
Final: 0 mg/kg
Standard: 25 mg/kg
Initial: 6,000 mg/kg
Final:
Standard: 2 mg/kg (R), 25 (I)
Initial: 7.6 mg/kg
Reference 11, 38, 53, 54
26
Engineering Issue: PCB Remediatiot
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surface mixing or augers for deep mixing [95]. For sedi-
ments, recent results from a field scale treatability study
have demonstrated the ability of PCB sequestration using
an activated carbon amendment to reduce sediment PCB
concentrations in the aqueous phase [95].
The type and proportions of the binding agents are ad-
justed to the specific properties of the waste. This achieves
the desired physical and chemical characteristics of the
waste suited to the conditions at the site based on bench-
scale tests. The most common fixing and binding agents
for S/S are cement, lime, natural pozzolans, and fly ash, or
mixtures of these [2,16]. Traditional cement and pozzola-
nic materials have yet to be shown to be consistently effec-
tive in full scale applications treating wastes high in O&G,
surfactants, or chelating agents without pretreatment [100].
S/S processes are often divided into the following broad
categories: inorganic processes (cement and pozzolanic)
and organic processes (thermoplastic and thermosetting).
Generic S/S processes involve materials that are well
known and readily available. Commercial vendors of this
technology have typically developed generic processes into
proprietary processes by adding special additives to provide
better control of the S/S process or to enhance specific
chemical or physical properties of the treated waste. A
process diagram of a typical ex-situ S/S unit is depicted in
Figure 6.
A comparison of the advantages of S/S systems to those
of other PCB remediation systems is depicted in Table 2.
3.6.2 Applications
Solidification/stabilization systems are a viable treatment
alternative for material containing inorganics, semi-volatile
and/or non-volatile organics. Selection of S/S generally
requires the performance of a site-specific treatability study
[45, 49,100].
Factors considered most important in applicability deter-
minations are design, implementation, and performance of
S/S processes and products, including the waste character-
istics (chemical and physical), processing requirements, S/S
product management objectives, regulatory requirements,
and economics [95]. These and other site-specific factors
(e.g. location, condition, climate, hydrology, etc.) must be
taken into account when determining whether, how, where,
and to what extent a particular S/S method should be used
at a particular site [101].
Figure 6. Typical Ex-situ Solidification/Stabilization Process Flow Diagram
Waste Material
Hopper with
Even Feeder
Conveyor
Weight
Feeder
Water Supply
(If required)
Dry Reagent Silo
Homogenizer
Auger
Liquid
Reagent
Storage
Dry Reagent
Feeder
Pug Mi
Reference [45]
Chute to Truck Loading Area
Engineering Issue: PCB Remediation
27
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3.6.3 Performance
The effectiveness of S/S technologies is most often mea-
sured using leachability tests: Synthetic Precipitation Leach-
ing Procedure (SPLP) or Toxicity Characteristics Leaching
Procedure (TCLP). A wide range of other performance
tests may need to be performed in conjunction with S/S
treatability studies of the treated material. These include
total waste analysis for organics, permeability, unconfmed
compressive strength (UCS), treated waste and/or leachate
toxicity endpoints, and freeze/thaw and wet/dry weather-
ing cycle tests [102,103]. Treatability studies should be
conducted on replicate samples from a representative set
of waste batches that span the expected range of physi-
cal and chemical properties to be encountered at the site.
Due to the hydrophobic properties of PCBs, test results
typically do not show significant differences between the
leachability of PCBs in the untreated and treated medium.
A portion of the PCBs may volatilize during heating and
mixing with the S/S agents; the remaining PCBs appear to
stay in the solidified mass [33].
Some degree of immobilization of PCBs and related
polychlorinated polycyclic compounds appears to occur in
cement or pozzolans [104]. Some field observations sug-
gest that PCBs undergo significant levels of dechlorination
under the alkaline conditions encountered in pozzolanic
processes. EPA directed research into this topic have not
confirmed these results, although significant desorption
and volatilization of the PCBs were documented [28,105].
Performance of S/S is also a measure of the ease of op-
eration, processing capacity, frequency of process outages,
residuals management, costs and the characteristics of the
treated product. These characteristics include weight, den-
sity, and volume changes.
3.6.4 Limitations
Under normal operating conditions, neither ex-situ nor
in-situ S/S technologies generates significant quantities of
contaminated liquids, solid waste, or off gas. Certain S/S
applications may require treatment of the off gas. Pre-
screening collects debris and materials too large for subse-
quent treatment. In addition, this material may have to be
further treated. Treated media that cannot be returned to
the original location may have to be disposed off site [33,
95]. If the treated waste meets the specified site cleanup
levels, it could be considered for reuse on site as backfill or
construction material.
Physical mechanisms that can interfere with the S/S pro-
cess include: (1) incomplete mixing due to the presence of
high moisture or organic chemical content resulting in
only partial wetting or coating of the waste particles with
the stabilizing and binding agents and, (2) the aggregation
of untreated waste into clumps [102]. Wastes with high
clay content may aggregate, interfering with uniform mix-
ing of the S/S agents, and/or the clay surface may adsorb
key reactants, interrupting the polymerization chemistry
of the S/S agents. Wastes with a high hydrophilic organic
content may interfere with solidification by disrupting the
gel structure of the curing cement or pozzolanic mixture
[26, 27, 95]. Chemical mechanisms that can interfere with
S/S of cement based systems include chemical adsorption,
complexation, precipitation, and nucleation [29]. Known
inorganic chemical interference compounds in cement-
based S/S processes include the sodium salts of arsenate,
borate, phosphate, iodate, and sulfide [32, 49,102]. Prob-
lematic organic interferences include oil & grease (O&G),
phenols, surfactants, chelating agents and ethylene glycol
[26, 27,101,106]. High concentrations of PCBs and other
organics may impede the setting of cement, pozzolan, or
organic polymer S/S materials. High organic concentra-
tions may decrease long term durability and may result
in some release of volatiles during mixing [33]. Organic
polymer additives in various stages of development and
field testing may significantly improve the performance of
the cementitious and pozzolanic S/S agents with respect
to immobilization of organic substances. Various polymers
are being used to improve reliability, but they have had
minimal field application for PCB remediation. Volume
increases associated with the addition of S/S agents to the
waste are related primarily to the percent volume of S/S
reagent added to the waste. While volume increases of 61
percent have been reported by the EPA SITE Program, the
majority of volume increases are 5 to 10 percent [70].
Under certain conditions, S/S processes can produce hot
gases, including vapors that are potentially toxic, irritating,
or noxious. These conditions include: waste containing
VOCs, low pH sludge, and when using quicklime as a bind-
ing reagent [105].
Environmental conditions must also be considered in
determining whether and when to implement an S/S
technology. Extremes of heat, cold, and precipitation can
adversely affect S/S applications and long term immobili-
zation of contaminants.
A comparison of the limitations of S/S systems to those
of other PCB remediation systems is depicted in Table 3.
S/S is applicable to remediation of inorganic wastes, and
has also been shown to be reliable when treating non-vola-
tile organics such as PCBs.
28
Engineering Issue: PCB Remediatiot
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3.6.5 Case Studies
Solidification/Stabilization technologies have been se-
lected as the remedial action for PCB contaminated soils
or sediments for at least 35 Superfund sites [11, 40, 55,
56]. Information on the application of S/S for the treat-
ment of PCB contaminated soil and sediment at some
of these sites is presented in Table 10.
The EPA SITE Program listed six innovative S/S systems
reportedly capable of treating PCBs in soil and sediment
[70]-
3.7 Additional Technologies
Other technologies have been tested for the remediation
of PCB contaminated media. These technologies have
been tested at bench- and pilot-scale with minimal field
application. These technologies include: bioremediation,
vitrification, soil washing, and chemical reduction via Fen-
ton's Reagent.
3.7.1 Bioremediation
Biodegradation of PCBs involves the ability of soil
microorganisms to use organic contaminants as an en-
ergy source by responders creating a favorable environ-
ment for microorganisms to proliferate [107]. Creating
a favorable environment involves providing the right
balance of oxygen, nutrients, moisture, and control-
ling temperature and pH. The microorganisms can be
indigenous to the impacted soil or exogenously applied,
consisting of laboratory cultured strains specifically
adapted for the degradation of the contaminants found
at a site. In either case, the objective of bioremediation
is to degrade (i.e. break down) organic compounds to
simpler innocuous forms including carbon dioxide and
water [45].
Aerobic bioremediation involves the degradation of
contaminants in the presence of oxygen. Conversely,
anaerobic bioremediation involves the degradation of
contaminants in the absence of oxygen . Aerobic biore-
mediation typically occurs at a faster rate than anaerobic
bioremediation. PCBs may be biodegraded aerobically,
anaerobically, or through a combination of the two. Lab-
oratory and field studies indicate that PCBs with fewer
chlorine atoms are more amenable to complete aerobic
biodegradation [33, 108, 109], whereas those with higher
chlorine content require a reductive environment, a pro-
cess called reductive dechlorination [18, 110].
Bioremediation can be applied in-situ or ex-situ. The main
advantage of in-situ treatment is that it allows soil to be
treated in place without the need for excavation and
transportation, resulting in potentially significant cost
savings. The main advantage of ex-situ treatment is that
it generally requires shorter time periods than in-situ pro-
cesses, and there is more certainty about the uniformity
of treatment with the ability to homogenize, screen, and
continuously mix the soil.
Bioremediation technologies have been selected as the
remedial action for PCB contaminated soils or sedi-
ments at two Superfund sites [11, 40, 55, 56]. Although
this technology has shown some degree of success in
laboratory and pilot-scale applications, comprehensive
field scale research is needed to advance bioremediation
technology. Innovative technologies are being tested for
in-situ bioremediation of PCB contamination. Strategies
Table 10. Commercial Application of Vitrification Systems at Superfund Sites with PCB Contaminated Soil/Sediment
Site
Oak Ridge Reservation (US-
DOE) - Oak Ridge, TN
U.S. DOE Idaho National En-
gineering and Environmental
Laboratory, Idaho Falls, ID
Media
Treated
Soil
9,260 yd3
Soil
Status
Predesign Stage
Plasma Arc incin-
eration, ex-situ.
Design stage.
Lead
DOE Lead/Federal
Oversight
DOE Lead/Federal
Oversight
Contact
Ken Feely (EPA)
404-562-8512
Wayne Pierre (EPA)
206-553-7261
pierre.wayne@epa.gov
Reference 11, 40, 55, 56
Engineering Issue: PCB Remediation
29
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to better utilize the abilities of microorganisms include
solubilization of PCBs to allow transport across the cell
membrane, regulating the production of PCB degrading
enzymes, and genetic engineering of enzymes [112].
Another type of bioremediation technology that offers
potential application for treating PCB contamination
is phytoremediation. Plants have shown the capacity to
withstand organic chemicals without significant toxic-
ity symptoms. Also in some cases they can uptake and
transform organic compounds to less phytotoxic me-
tabolites. Several investigations have shown that PCBs
can be translocated from soil to various parts of the
plants and can accumulate in particular tissues in higher
concentrations than in others [04]. The metabolism of
PCBs varies between the plant species and is affected by
the substitution pattern and the degree of chlorination
[112]. Much of the research done with phytoremedia-
tion has shown that most of the remediation occurs
by the bacteria growing in the rhizosphere, where the
root system provides a high surface area for sustaining
high populations of degraders. While there exists a large
extent of bench- and pilot-scale research on the use of
phytoremediation for PCB, much work is necessary to
understand the benefits of using plants for full scale
remediations [113, 114, 115, 116].
3.7.2 Vitrification
Vitrification processes are solidification methods that use
heat of up to 1205°C (2,200°F) to melt and convert waste
material into glasslike crystalline products [115]. Vitrifi-
cation can be used to treat soil and sediment containing
organic, inorganic, and radioactive contaminants. The
destruction mechanism is either pyrolysis (in an oxygen
poor environment) or oxidation (in an oxygen rich envi-
ronment) . The volume of the vitrified product is typically
20 to 45% less than the volume of the untreated soil or
sediment. Vitrification can either be performed in-situ or
ex-situ. [118].
Vitrification has been selected as the remedial action for
PCB contaminated soils or sediments at two Superfund
sites [11, 40, 55, 56]. The EPA SITE Program listed three
innovative vitrification systems reportedly capable of treat-
ing PCBs in soil and sediment [70]. Information on the
application of ISV for the treatment of PCB contaminated
soil and sediment at these sites is presented in Table 11.
3.7.3 Soil Washing
Soil washing is an ex-situ, water-based remedial technol-
ogy that mechanically mixes, washes, and rinses soil to
remove contaminants [33, 117]. Ex-situ soil separation
processes (often referred to as soil washing) are based
on mineral processing techniques commonly used in
Northern Europe and the U.S. The process removes
contaminants from soil in one of two ways:
• Dissolving or suspending them in the wash water
that can be sustained by chemical manipulation of
pH for a period of time;
• Concentrating them into a smaller volume of soil
through particle size separation, gravity separation,
and attrition scrubbing similar to those techniques
used in sand and gravel operations.
The technology offers the ability to recover metals and
clean a wide range of organic and inorganic contaminants
from coarse grained soils [45,120]. Soil washing is gener-
ally considered a media transfer technology. Contaminated
soils and sediments, consisting mostly of sand and other
coarse material, are better suited for soil washing systems
[121].
Hydrophobic contaminants, such as PCBs, can be difficult
to separate from soil particles into the aqueous washing
fluid. Contaminants with a high partition coefficients log-
Kow (e.g. PCB >10,000) are more difficult to wash off soil
than a contaminant with a lower partition coefficient (e.g.,
trichloroethylene = 3). Additives such as surfactants can be
used to improve removal efficiencies. However, larger vol-
umes of washing fluid may be needed when additives are
used. A high surfactant concentration in the washing fluid
can cause foaming problems, which can inhibit the ability
to effectively remove contaminants from the soil [119].
Soil washing technology has been selected as the reme-
dial action for PCB contaminated soils at one Superfund
site: the Springfield Township Dump in Davisburg,
Michigan [11, 40, 55, 56]. The EPA SITE Program also
has evaluated soil washing systems [70].
3.7.4 Advanced oxidative processes (AOPs)
AOPs involve the use of O2, H2O2, TiO2, UV light, elec-
trons, iron, or other oxidizing compounds to degrade
PCBs and volatile organic compounds (VOCs). AOPs
use these oxidizing agents to produce free radicals,
which indiscriminately destroy organic matter.
3.7.5 Fenton's Reagent
Electrochemical peroxidation (ECP) is an advanced oxida-
tive process developed by researchers at SUNY Oswego. It
uses electricity, steel electrodes, and hydrogen peroxide to
degrade PCBs and VOCs. The dominant mechanism for
30
Engineering Issue: PCB Remediatiot
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this process is Fenton's Reagent enhanced by the input of
an electrical current. Fenton's reagent creates free radicals
that participate in reactions by indiscriminately oxidizing
available organic matter. [122].
The use of catalyzed H2O2 propagations (CHP or modi-
fied Fenton's reagent) has been researched for in-situ soil
and subsurface treatment. CHP provides the fundamental
chemistry for a highly effective in-situ chemical oxidation
(ISCO) process. Recent research has shown that superox-
ide generated in CHP reactions destroys highly oxidized,
sorbed, and NAPL contaminants that are unreactive with
hydroxyl radical. This widespread reactivity is an advan-
tage of CHP ISCO, along with rapid treatment times and
relatively low reagent cost. Disadvantages of CHP ISCO
include instability of hydrogen peroxide in the subsurface,
achieving an optimal pH of 4, generation of oxygen that
may volatilize contaminants, generation of excessive heat,
and risk of explosion. Hydrogen peroxide can be stabi-
lized through the addition of salts of organic acids such as
citrate, malonate, and phytate, minimizing heat and oxygen
generation while maintaining effective generation of reac-
tive oxygen species.
Recent research evaluated the feasibility of using CHP
to treat PCB contaminated soil samples collected from
two Primary Responsible Parties' Superfund sites in the
New England region of the United States, Fletcher Paints
and Merrimack Industrial Metals. The purpose of this
study was to determine the most effective process condi-
tions, including hydrogen peroxide concentration, type of
stabilizer, stabilizer concentration, and pH. Soils samples
were evaluated for the potential for in-situ treatment based
on two criteria: temperature (less than 40°C (104°F) after
CHP reagent addition) and hydrogen peroxide longevity
(greater than 24 hours). Using the highest hydrogen perox-
ide concentrations appropriate for in-situ treatment in each
soil, PCB destruction was 94% in the Fletcher soil but only
48% in the Merrimack soil. However, 98% PCB destruc-
tion was achieved in the Merrimack soil using conditions
more applicable to ex-situ treatment (higher hydrogen per-
oxide concentrations with temperatures > 40°C (104°F)).
Analysis of degradation products by gas chromatography/
mass spectrometry (GC/MS) showed no detectable chlo-
rinated degradation products, suggesting that the products
of PCB oxidation were rapidly dechlorinated. The results
of this research document that the two PCB contaminated
soils studied can be effectively treated using aggressive
CHP conditions, and that such a detailed bench study
provides important information for field implementation
[123].
Chemical oxidation using Fenton's reagent or other
oxidants has been coupled with bioremediation for PCB
remediation. Before this can be done successfully, the pH
must be returned to neutral, otherwise the microorganisms
won't participate. Examples are chemical and biological
treatment (CBT) technology, the CerOx™ process, and the
RegenOx™ process. Chemical oxidation technologies are
extensively covered in "In-Situ Chemical Oxidation - Engi-
neering Issue." [124].
Engineering Issue: PCB Remediation
31
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4.0 ACKNOWLEDGMENTS
This Engineering Issue paper was prepared by the EPA, For addltlonal mformation; contact the EPA Engineering
Office of Research and Development, National Risk Man- Techmcal Support Center ^gg.
agement Research Laboratory and Mr. Kyle Cook, SAIC.
Mr. Terrence Lyons
Reference herein to any specific commercial products, MOB/H-H
trA-NKMKL
process, or service by trade name, trademark, manufac-
turer, or otherwise, does not necessarily constitute or imply 26 W Martin Luther Kin9 Drive
its endorsement, recommendation, or favoring by the U.S. Cincinnati, OH 45268
Environmental Protection Agency. The views and opinions (513) 569-7589
of authors expressed herein do not necessarily state or
reflect those of the U.S. Environmental Protection Agency,
and shall not be used for advertising or product endorse-
ment purposes.
The EPA would like to thank members of the EPA En-
gineering Forum, EPA Regions, and the U.S. Army Corps
of Engineers (USAGE) for their review of this Engineer-
ing Issue document. In addition, the following personnel
contributed their time and expertise by providing review
comments:
Mr. Dick McGrath, Sleeman, Hanley and DiNitto, Inc
Mr. David Hopper, Consultant
Mr. Lindsey K. Lien, USAGE
Dr. Marc Mills, EPA—ORD
Mr. Ed Bates, EPA—ORD (retired)
Dr. Eva Davis, EPA—ORD
Mr. Michael Gill, EPA—ORD
Ms. Marlene Berg, EPA—OSWER
Mr. Kelly Madalinski, EPA—OSWER (retired)
Dr. Ellen Rubin, EPA—OSWER (retired)
Mr. John H. Smith, EPA—OPPTS (retired)
Mr. Hiroshi Dodahara, EPA—OPPTS (retired)
Ms. Sara McGurk, EPA—OPPTS (retired)
Mr. Jon Josephs, EPA—Region 2 (retired)
Dr. Leah Evison, EPA—Region 5
Mr. Bernard Schorle, EPA—Region 5
MS. Joann Eskelsen, EPA—Region 7
Mr. Steve Kinser, EPA—Region 7 (retired)
32
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