“That land doesn’t mean anything to you?” In “Gone with the Wind,” Scarlett O’Hara learned that “land’s the only thing in the world worth working for, worth fighting for, worth dying
for, because it’s the only thing that lasts.” What if a vacant, blighted swath of land, regardless of ownership, could be
transformed into a dream home, a beautiful park, or a business? In this
article, we are going to walk you through state-of-the-art remediation
strategies and technologies that clean up contaminants and make brownfield
redevelopment possible.
Redevelopment may increase local tax bases, facilitate job growth, utilize
existing infrastructure through the improvement of the environment;
consequently it provides greater protection of human health. This process also
faces key challenges including management of environmental liability, and
technical and financial barriers for cleanup.
Drivers for Remediation Decision & Planning
For a brownfield redevelopment project, a technically and financially feasible
remediation plan is essentially determined by the property’s historic use and a reuse plan agreed upon by all stakeholders. Historic use
determines the types of contaminants present at the site and the level of
contamination. The reuse plan determines the required cleanup levels that fit
the future land use needs and the required pace for remedial activities. There
is no doubt that forming the reuse plan involves negotiations among all
stakeholders, and the decision-making process needs to consider the current
site status and evaluate all of the possible future use plans.
Driven by past, current and proposed property use, remediation technologies are
then selected based upon the types of contaminants, contaminated media, degree
of contamination, cleanup goals and cleanup schedule. For example, manufactured
gas plants (MGP) were constructed nationwide from the early 1800s through the
mid-1990s. An estimated 3,000 to 5,000 former MGP sites exist across the
country (EPA, 1999). The gas manufacturing processes at these plants typically
yielded wastes and by-products such as coal tar, polycyclic aromatic
hydrocarbons (PAHs), petroleum hydrocarbons, and metals that contaminated soil,
groundwater, surface water and/or sediments at the sites. The contamination
levels vary site by site. Depending upon future use of the land (e.g.
residential, industrial, or commercial), and therefore the corresponding
cleanup goals, remediation technologies could be co-burning, thermal treatment,
bioremediation, or soil vapor extraction, etc. For different reuse schedules,
more aggressive approaches (e.g. thermal treatment) may be used to accelerate
the remediation process, while more passive approaches (e.g. bioremediation)
may be used to save remediation costs for less demanding reuse schedules.
| Site Photographs Provided by Tetra Tech, Inc. |
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| Permeable reactive wall installed to block a plume from a nearby lake allowing site redevelopment in Florida. |
Project Strategy
Remedial goals for a brownfield site are established through a series of
organized steps including:
Development of Conceptual Site Model (CSM)
The general strategy for developing remedial goals and evaluating potential
innovative technologies for brownfield redevelopment begins with the refinement
of a conceptual site model (CSM). This is an adaptive process, where historical
data are evaluated to identify possible baseline data gaps. The CSM needs to be
iteratively refined as more data are available until adequate accuracy and
details of the CSM can meet project purposes.
Development of Remediation Action Objectives (RAO)
The RAOs specify the contaminants and media of interest, exposure pathways, and
preliminary remediation goals that permit the consideration of a range of
remediation technologies. Assuming the property end use and regulatory agency
acceptance, Risk-Based Corrective Action (RBCA) is one of many important tools
to be considered in development of RAOs. RBCA has an advantage over traditional
corrective action: it applies risk assessment to remediation efforts. Every
site is different in the level of risk posed to human health and ecologic
environment, depending on the future land use, toxicity of the contaminants,
and exposure pathways. It applies risk assessment to remediation efforts
because every site is different in the level of risk posed to human health and
ecologic environment, depending on the future land use, toxicity of the
contaminants, and exposure pathways. Application of RBCA can determine
site-specific RAOs and remediation activities that are defensible and
potentially cost saving.
Understanding Challenges and Limitations
The actual results of remediation efforts are always subject to uncertainty,
contributed by potential undiscovered contaminants and exposure pathways,
unexpected difficulties in implementation, and/or regulatory changes. For example, it wasn’t until investigative work of the Massachusetts Department of Environmental
Protection (MassDEP) in the 1990s that regulators began to understand that
vapor intrusion could be a significant exposure pathway for contaminated
groundwater. To overcome the uncertainties associated with environmental
cleanup, performance-based contracting or remediation with cost-cap insurance
can
be an effective tool in remediation planning. We have a Guaranteed Fixed-Price
Remediation (GFPR) program to shift the financial risk of site remediation and
associated liabilities from clients to the remediation consultant/contractor.
With cost certainty for site owners, the risk in cleaning up properties is
reduced through clearly defined liabilities, reduced risk of legal action, and
protection from regulatory changes.
Setting Realistic Expectations
As described above, the beneficial reuse of a property is determined by the site
status, cleanup cost, and the uncertainty associated with remediation efforts.
Although remedial activities will certainly increase property values, cleanup
costs should not exceed the property value. For example, restoring dense
nonaqueous phase liquids (DNAPLs) contaminated groundwater to drinking water
standards is technically and financially prohibitive within a reasonable time frame.
Selection of a Technology
The recent boom in innovative technologies has created opportunities for
successful site remediation in terms of both available technologies and
favorable remediation cost and time. Table 1 summarizes the most common
innovative technologies in the market and the key issues relates to brownfield
redevelopment, such as land reuse timeframe. However, innovative technologies
may not be the “silver bullet” for every site. The applicability of each technology, and the trade-offs in
cost and time must be considered when selecting the appropriate technology.
Conventional technologies may outperform innovative technologies in certain
cases. Moreover, a broader concept of innovative technologies should include
evolving/optimized conventional technologies.
The technologies listed in Table 1 are described below with applicable case
studies.
Bioremediation
Bioremediation is a dynamic remediation technology that can be used to treat
numerous contaminants including chlorinated solvents petroleum hydrocarbons,
(PAHs), metals and some pesticides in both the source zone and the resultant plume. This technology is one of the more commonly used in situ approaches. Bioremediation involves the
stimulation of indigenous microorganisms or the inoculation of laboratory-grown
microorganisms to consume and reduce the contaminants into harmless compounds
such as carbon dioxide and water. There have been tremendous advances in the
last several years where numerous “food sources” such as food-grade vegetable oil, molasses and cheese whey have been shown to
effectively stimulate the reduction of chlorinated solvents. However, perhaps more interesting is the industry’s advanced understanding of the specific microbes responsible for efficient
biodegradation. Where these microorganisms are absent or present in low numbers, injecting these
microbes into the subsurface can create more efficient biodegradation rates. Bioremediation has been shown to be effective for contaminant concentrations
ranging from 10 times the drinking water criteria to cases where source zones
contain DNAPL.
Bioremediation in Florida
At a site in Florida, we implemented bioremediation by injecting food-grade
lactate and a consortium of microbes including Dehalococcoides to reduce
trichloroethene (TCE). The implementation created a favorable geochemical environment so that the
microbes were able to transform the TCE from concentrations of nearly 1,000
times the drinking water standards into ethene, carbon dioxide and water over a
12-month period. This was an effective case where bioremediation was implemented without an
impact to above-ground operations at the same time reducing the risk to
acceptable levels for potential receptors.
Chemical Reduction Using Zero Valent Iron
Zero valent iron (ZVI) is primarily used to break down chlorinated solvents in
the subsurface to innocuous byproducts such as carbon dioxide, ethene or
methane. These processes occur very quickly when the chlorinated solvents are in the
presence of ZVI; however, as with all in situ technologies, the proper delivery
of the ZVI to create this contact is the most challenging aspect of remediation
via ZVI, especially in low permeability and/or heterogeneous soil types. Several approaches and techniques have been utilized recently to increase this
contact, including permeable reactive barriers (PRBs), soil fracturing, soil
mixing, and the use of nanoscale particles.
Often, source area treatment is a very difficult and costly proposition at large
brownfield sites, and the remedial goal specifies protection of receptors
(e.g., surface water and drinking water wells). In these cases, a PRB may be utilized. In a PRB, ZVI and sand are emplaced in a trench installed perpendicular to the
groundwater flow direction encompassing the width and depth of the contaminant
plume. As the groundwater flows through the high permeability area, the chlorinated
solvents come in contact with the ZVI and are destroyed. As the groundwater exits the PRB, it is “clean” and downgradient receptors are protected.
PRBs in Texas
At a site in Texas, we planned to install two PRBs to protect downgradient
receptors. The first is installed at the property boundary to prevent flow of chlorinated
solvents beneath a residential neighborhood, to eliminate the potential of
vapor intrusion into the households. The second protects a surface water body. In this case, the ZVI PRB is being utilized to reduce hexavalent chromium to trivalent chromium, a much less toxic and mobile form of the metal.
A method of obtaining source zone treatment in low permeability aquifers
involves creating fractures in the subsurface via hydraulic or pneumatic fracturing. The ZVI can then be injected to fill the fractures. Groundwater in the area will then preferentially flow through the high permeability fractures, contacting the ZVI and
expediting remediation. This method was utilized at another site in Texas, obtaining greater than 90 percent reductions of chlorinated solvent
concentrations in an extremely low permeability matrix.
Soil Mixing in Virginia
A more aggressive approach for source zone treatment in heterogeneous soil is
soil mixing with ZVI addition. Large diameter augers mix the source zone soil using clay as a drilling fluid. In this manner, low permeability soils (which tend to tightly hold a large mass
of absorbed contaminants) are broken up and mixed with higher permeability
soils to create a homogeneous treatment area. As the soils are mixed, ZVI is
injected in the subsurface through the large diameter augers to provide
intimate contact between the ZVI and the contaminant. The addition of the clay
creates a low permeability zone that increases contact time between the ZVI and
the contaminant and significantly reduces migration of contaminants from the
source area. This technology has been utilized at less than ten sites thus far. At a closed
military property in Virginia, the technology was used to great effect in a
small high-concentration area. Soil and groundwater concentrations were reduced to levels that allowed
unrestricted re-use of the treatment area.
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| In situ soil mixing destroys chlorinated solvent contamination to reach drinking water standards in Virginia. |
Nanoscale ZVI in Florida
The use of nanoscale ZVI (nZVI) particles is an emerging approach to treatment.
This technology involves using ZVI particles 1000 times smaller than the
diameter of a human hair for better mobility and a higher reactivity in the
subsurface. In 2005, we implemented one of the first full-scale applications of nZVI in a
source area containing DNAPLs. Overall concentration was reduced between 65 and 99 percent across the impacted
area. This aggressive approach coupled with long-term monitoring was effective in
mitigating the risks associated with the plume, reducing some wells below
drinking water criteria. While this technology has shown considerable promise, research continues to
increase particle mobility for improved distribution in the subsurface.
Thermal Treatment
Thermal treatment is a very aggressive technology that can significantly reduce
contaminant concentrations in the subsurface in less than one year of
operation. Two of the most common applications of thermal treatment include, electric
resistance heating (ERH) and thermal conductive heating (TCH). In the case of ERH, steel electrodes in the form of well points or driven plies,
are installed in the subsurface. Electricity is introduced through the
electrodes and travels through the soil column. The natural resistivity of the
soil causes it to heat. As the soil heats and the boiling points of the contaminants are reached, the
contaminants are transferred from the soil and groundwater to the vapor phase,
where they can be recovered and treated via standard soil vapor extraction
techniques.
ERH in Illinois
ERH was used to great effect at a site in Illinois. Concentrations of chlorinated solvents in the soil averaged greater than 445
parts per million. After operation of an ERH system for approximately four
months, concentrations in the soil were reduced to an average of fewer than
four parts per million. All soil sample reductions like these significantly
increase the value of the treated area to site operators.
Chemical Oxidation
Remediation of groundwater contamination using in situ chemical oxidation (ISCO)
is most successful when oxidants and other amendments are injected directly
into the source zone and downgradient plume. The oxidant chemicals commonly
used with ISCO include potassium and sodium permanganate, sodium percarbonate,
hydrogen peroxide and ozone. The oxidants react with the contaminant, producing
innocuous substances such as carbon dioxide (C02), water (H20), and in some
cases, inorganic chloride. Some examples of contaminants that are amenable to treatment by ISCO include
BTEX (benzene, toluene, ethylbenzene, and xylenes), tetrachloroethylene (PCE),
trichloroethylene (TCE), dichloroethylenes, vinyl chloride (VC), MTBE
(methyl-tert-butyl-ether), PAH (polyaromatic hydrocarbons) compounds.
ISCO in California
An industrial property in California had a short time frame for remediation due
to a pending real estate transfer. As a result, ISCO was the chosen remedial
alternative to address both petroleum and chlorinated hydrocarbon
contamination. Several chemical oxidants, surfactants and cosolvents were
tested during a bench scale study using soil, groundwater, and petroleum
non-aqueous phase liquid (NAPL) samples. Chemical oxidation testing was
performed on collected samples that simulated field conditions and generated
treatment parameters. The study showed that persulfate activated with sodium
hydroxide, iron, or H2O2 results in rapid oxidation of the chemicals of
concern. Plans are currently being prepared to implement full-scale remediation to remove
both the remaining NAPL and contaminant concentrations.
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| Use of Electrical Heating (ERH) to remediate elevated chlorinated solvent contamination in Michigan. |
Monitored Natural Attenuation
Monitored Natural Attenuation (MNA) relies on natural processes to cleanup or attenuate contamination. MNA is an attractive
approach because it can be used for numerous contaminants including volatile
organics, semivolatiles and metals. MNA can be performed in a “passive manner” that allows for site development concurrent with the monitoring program. A
common misconception regarding MNA is that it only includes physical and
biological processes. However, significant research has shown that MNA also
includes abiotic processes that may include chemical changes in the subsurface.
These processes are often difficult to observe, but if characterized carefully
they can be very effective in plume management. For example, a project in Minnesota involved the characterization of abiotic
degradation as part of a long-term plume management approach that offset the
cost and effort of implementing an active remedy.
Vapor Barriers and Mitigation
In many cases, site redevelopment can occur during the period of active
remediation or in lieu of aggressive remediation. In these cases, land-use controls may be necessary to mitigate risk associated
with the residual contamination on site. In addition to prohibitions for use of groundwater and contact with subsurface
site soil, LUCs may be necessary to prevent vapors present due to the
subsurface contamination to enter on-site buildings (i.e., vapor intrusion). Due to the importance of this issue, new guidance on vapor intrusion has
recently been issued by the Interstate Technology and Regulatory Council and
the U.S Army, Navy and Air Force.
An example of how this issue can effect remedial decisions for both industrial
and residential re-use is found at an industrial complex containing significant
chlorinated solvent contamination in the site soil and groundwater. Vapor intrusion monitoring indicated that volatile organic compounds were
present in some areas of the operating facility above applicable OSHA
standards. A vapor mitigation system was installed to capture and treat the vapors before
they entered the work space.
Additionally, part of the facility being prepared for sale and residential
development is located along a waterfront. Vapor intrusion issues that would be present during active remediation, and an
expected extended period of site monitoring must be considered in remedial
decisions and divestment/ development schedules. One option is to accelerate
the site development by instituted LUCs that require all structures be
installed with appropriate vapor barriers and/or mitigation systems.
Sustainable Remediation
Sustainable remediation considers the impacts of remediation activities on the
environment. Selection of a remedy involves evaluation of energy consumption, off-gas and
wastewater discharge, treatment system efficiency, and possible recycling of
extracted chemicals. Renewable energy sources such as solar energy, wind
energy, landfill gas and recycled vegetable oil may be used to supply power to
the remediation system. Currently, most sustainable remediation projects involve pump-and-treat or soil
vapor-extraction systems.
Pump-and-Treat System in Oklahoma
At an Air Force base in Oklahoma, a pilot-scale bioreactor is being used to
remove TCE from groundwater. The site uses pumps powered by solar energy to
extract contaminated groundwater. The water is circulated through a bioreactor at a rate of approximately 2-3
gallons per minute. Flow rates average nearly 1,000 gallons per day. As is the case with most small pump-and-treat systems, the energy-specific
operational cost savings are relatively small. However, significant savings were achieved during remediation system
installation by avoiding construction of power lines from the existing utility
grid to the remediation system’s remote location.
Landfill Gas Systems across the U.S.
Consolidation and subsequent decomposition of solid waste in landfills results
in the emission of gas that typically contains about 50% methane and about 50%
CO2, both of which are considered greenhouse gasses. Landfill gas collection systems are in place at many locations throughout the
United States to capture the gas before it is released by the landfill. For example, we’re capturing methane from a landfill in Kentucky. In addition to reducing greenhouse gas emissions and reducing the carbon
footprint, the landfill gas is being utilized for conversion to electricity and
thermal energy. In other cases the gas can be converted to alternative fuels.
‘Treatment Trains’ and Conclusions
There are many conventional and innovative technologies that provide effective
solutions for the remediation of brownfield sites. However, a combination of these technologies is often necessary to meet the
project objectives. This is commonly referred to as a “treatment training,” whereby a combination of technologies are implemented in either a time
sequence, or are selected based on their specific applicability to treat
different areas within a single site. Treatment trains may combine an aggressive treatment such as bioremediation or
chemical oxidation with a passive treatment such as MNA. In some states’ regulatory environments, such as Florida, natural attenuation cleanup criteria
are established that allow an aggressive treatment process to be implemented
until contaminant concentrations are reduced to levels at which MNA can be
utilized. Another treatment train that has been shown to be effective is the combination
of thermal treatment and bioremediation, whereby the rise in subsurface
temperature increases the activity of the microbes, thus destroying the
contaminants more efficiently.
Selecting the correct technology to meet the objectives at a given site is not a
trivial matter. However, understanding the site conditions, setting appropriate expectations,
and evaluating the “toolbox of technologies” will lead to the proper selection and implementation of the correct technology.
Author Biographies
Keith Henn, P.G., is the manager of the Remediation and Carbon Management Group
for Tetra Tech, Inc. in Pittsburgh.
Chris Pike, P.E., is the lead engineer for Tetra Tech’s Navy CLEAN Program.
William Wright, P.E., is the manager of the Environmental Engineering Department
for Tetra Tech, Inc. in Pittsburgh.
Betty Li, PhD, joined the Remediation Group of Tetra Tech, Inc. in 2007 as an
environmental engineer.
References
Dellens, Amanda D., Green Remediation and the Use of Renewable Energy Sources
for Remediation Projects, Case Western Reserve University for United States
Environmental Protection Agency, www.clu-in.org, August 2007.
Interstate Technology Regulatory Cooperation, Technical and Regulatory Guidance
for In Situ Chemical Oxidation of Contaminated Soil and Groundwater, June 2001.
U.S. EPA (1999), A Resource for MGP Site Characterization and Remediation:
Expedited Site Characterization and Source Remediation at Former Manufactured
Gas Plant Sites, Office of Solid Waste and Emergency Response (5102G), EPA 542-R-99-005, Washington, DC 20460