Once the investigation of a site is completed and specific
hazards associated with that site have been defined, the basic question remains
of just how to remediate the site to reach a level of contamination that
protects human health and the environment. This question can be referred to as “selection of remedy.” Sites contaminated with volatile organic
carbon (VOC) compounds in the vadose or groundwater zone, can be remediated by
a variety of methods. Depending on a variety of
different factors including, but not limited to the type and concentration
of contamination, location of contamination and the geology of the site,
several different methods may applicable to one site. Soil vapor extraction is commonly applied at sites to treat VOC’s in the vadose
zone, however there are several alternatives to this technology that
could be applied at certain sites.
Provided below are a brief list and description of alternative
technologies that may be applicable to treat VOC contamination in the
subsurface. Included with this
discussion is an examination of the benefits and drawbacks of utilizing these
technologies rather than SVE systems. Some of these
alternatives may not be a
practical application for chlorinated
solvents such as TCE and PCE,
e.g., bio-venting and natural attenuation.
|
List of
Alternatives with Links to
Descriptions |
|
|
|
Technology |
Applicability
to chlorinated solvents |
Additional Comments |
Bio-Venting
|
No |
Useful for
fuel contaminants |
Capping
|
Yes |
Does not
remove contaminant |
|
Limited |
Combined
groundwater and vadose zone contamination |
|
|
Limited |
Combined groundwater
and vadose zone contamination |
|
Excavation
|
Yes |
Shallow
contamination |
|
Yes |
Speeds up SVE |
|
|
Limited |
Too slow for
chlorinated solvents |
|
|
Limited |
Demonstration phase – treatment
may be "spotty" |
|
|
Limited |
May result in
byproducts |
|
Bio-venting
refers to the addition of oxygen to the subsurface in the vicinity of the
contamination to increase oxygen concentrations and
thereby stimulate biodegradation. This
technology utilizes the natural microorganisms present in the subsurface to
degrade contaminants. By using low air
flow rates rather than the high flow rates associated with SVE, only enough
oxygen is supplied to the contaminated soils to stimulate biological activity
without the “rapid” movement of vapors leading to release to the atmosphere at the soil
surfaceassociated with SVE. Limitations to this technology are shown
below:
·
Bio-venting
performance is decreased in soils with high water tables and/or low
permeability soils and under low temperature conditions.
·
Vapors
can build up in basements of houses that are within the radius of influence of
the air injection wells.
·
Low
soil moisture will limit microorganism degradation activity and therefore the
effectiveness of bio-venting
A
more complete description of this technology is available on the Federal
Remediation Technologies Roundtable, Remediation Technologies Screening Matrix
website. This website also includes
links to demonstration program information.

http://www.frtr.gov/matrix2/section4/4_1.html
Capping refers to the construction of
an impermeable barrier that would limit human and ecological risks associated
with the subsurface contamination.
Capping is one of the most common forms of remediation due to it
inexpensiveness and ability to limit the movement of gases from the subsurface
to the air, and to prevent the intrusion of water, plants and small animals
into the contaminated media. However
some of the drawbacks to capping are listed below:
·
This
remediation method does not destroy the compound, lessen toxicity, reduce
inherent mobility or volume of the hazardous contaminants, but it does limit
its migration
·
Vegetation
can destroy a cap over time, hence maintenance of the cap for long periods of
time is necessary if the contaminant does not undergo degradation
Air
sparging refers to the injection of air into a contaminated aquifer to remove
contaminants through volatilization. Air bubbles are injected
into the saturated zone rising up through the groundwater causing the
contaminants to volatilize and move to the unsaturated subsurface zone where
vapor extraction can remove the vapor phase contaminants. The oxygen introduced into the ground water and unsaturated
zone
with the air promotes aerobic biodegradation
of the hazardous chemicals by microorganism present in the soil (or added to
the soil in some cases). The major
limitation to this technology is that air flow through the saturated zone may not
be uniform depending upon soil matrix characteristics at a
particular site.
Nonuniform flow may result in areas that are not remediated or there
could be uncontrolled movement of the contaminants.
A more complete
description of this technology is available on the Federal Remediation
Technologies Roundtable, Remediation Technologies Screening Matrix
website. This website also includes
links to demonstration program information.

http://www.frtr.gov/matrix2/section4/4-34.html
The U.S. DOD Environmental Security Technology
Certification Program (ESTCP) supported an 18-month field study to investigate
the cometabolic air sparging (CAS) process at McClellan Air Force Base,
California. The purpose of
this demonstration was to evaluate the effectiveness of and costs associated
with CAS for removal of CAHs from groundwater. CAS is an innovative form of conventional air
sparging designed to remediate chlorinated alaphatic hydrocarbons (CAH) contaminated
groundwater and to >reduce off-gas CAH emissions. This report contains design and results information
from this field demonstration (August 2001, 73 pages). View or download the file at:
http://www.estcp.org/documents/techdocs/199810.pdf
This report was published by the U.S. DOD
Environmental Security Technology Certification Program (ESTCP). A demonstration of Surfactant-Enhanced Aquifer
Remediation (SEAR) was conducted from April to August 1999 at Site 88, at the
location of the central dry-cleaning facility (Building 25), Marine Corps Base
(MCB) Camp Lejeune, NC. The
demonstration included recovery and recycling of surfactant for reinjection
during the surfactant flood. The SEAR
demonstration included DNAPL source zone characterization by soil coring and a
pre-SEAR partitioning interwell tracer test (PITT), design and synthesis of a
custom surfactant, surfactant recovery, and a post-SEAR PITT and soil coring
for performance evaluation (August 2001, 216 pages). View or download at:
http://www.estcp.org/documents/techdocs/199714.pdf
Excavation refers to the removal of
all contaminated material, which can be followed by on-site or off-site
treatment of the material or disposal of the contaminated material
off-site. Excavation of contaminated
soil is applicable to the complete range of contaminant groups. Excavation and off-site disposal is a
well-proven and readily implemented technology, however this technology is less
acceptable than in the past since CERCLA includes a statutory preference for
"treatment" of contaminants.
This technology can be cost effective compared to SVE depending on the
particular site and contamination characteristics, e.g., shallow and low
volatility. Limitations of this
remediation method include the following.
·
Possible
generation of fugitive dust emissions, which can be hazardous
·
Depth
and composition of the media requiring excavation may be prohibitive
·
Transportation
of contaminated media through populated areas may be unacceptable to
communities and long distance transport may not be cost effective
·
Migration
of the contaminants from the disposal site may be of concern
A
more complete description of this technology is available on the Federal
Remediation Technologies Roundtable, Remediation Technologies Screening Matrix
website. This website also includes
links to demonstration program information.

http://www.frtr.gov/matrix2/section4/4-29.html
In situ
thermal cleanup
In situ thermal cleanup refers
to several methods that heat the soil matrix to enhance the volatilization of
contaminants from soil and to speed their extraction by SVE. Thus treatment of the emissions may be
necessary just as in the case of SVE.
These enhancements include the following:
·
Electrical
resistance heating where electrical currents heats less permeable soils like
clays dry out causing fractures through which the contaminants can move more
rapidly.
·
Radio
Frequency/Electromagnetic Heating where electromagnetic energy heats the soil
to over 300oC thereby increasing contaminant vapor pressure and
mobility, and increasing soil permeability.
·
Hot
Air/Steam Injection which heats the soil and enhances the release of or
stripping of contaminants from the soil.
Limitations
to these methods include the following general factors:
·
Large
subsurface objects can cause access/operating difficulties
·
Soil
that is very impermeable or that has a high moisture content can decrease the
efficiency of these systems
·
Uneven
flow can result from variable soil permeability resulting in zones that are not
remediated
·
Process
requires more skill and operator expertise often increasing overall cost
A
more complete description of this technology is available on the Federal
Remediation Technologies Roundtable, Remediation Technologies Screening Matrix
website. This website also includes
links to demonstration program information.

http://www.frtr.gov/matrix2/section4/4-9.html
Natural attenuation refers to the
variety of natural processes by which contaminants can be degraded in the
subsurface environment. While not
considered an actual “technology,” natural attenuation involves the careful
monitoring of contaminant degradation over time, and should not be confused with
the “no action” alternative utilized at certain sites. Processes included in
this category include dilution, volatilization, biodegradation, adsorption, and
chemical reactions. Advantages of the
natural attenuation process are described below:
·
No
generation or handling of hazardous wastes
·
Usually
lower cost
·
Less
intrusive to the subsurface
However
some of the drawbacks to natural attenuation are listed below:
·
Selection
of this “technology” is dependent on modeling of site conditions. Data input into the model may not completely
or may incorrectly describe site and contaminant characteristics.
·
More
toxic by products may be produced
·
Contaminants
may migrate off site before they can be degraded
·
Remediation
may take a long time and will require institutional controls and long term
monitoring at the site.
A
more complete description of this technology is available on the Federal
Remediation Technologies Roundtable, Remediation Technologies Screening Matrix
website. This website also includes
links to demonstration program information.
http://www.frtr.gov/matrix2/section4/4-32.html
Phytoremediation
refers to the utilization of various plants to remove, transfer, destroy or
stabilize contaminants in the soil surrounding the plants roots. Contaminants are remediated through one or
more of the following processes.
·
Rhizosphere
biodegradation occurs in the soil immediately around the plant roots. Microorganisms in the soil associated with
plant roots degrade contaminants as they feed on nutrients supplied by the
plant roots.
·
Phyto-accumulation
refers to the uptake of the contaminants directly by the plant roots and the
transfer of the contaminants to the plant shoots and leaves. Degradation of the contaminant does not occur
under this mechanism just relocation of the contamination.
·
Phyto-degradation
is the direct degradation of the contaminants by plant enzymes.
·
Phyto-stabilization
is the immobilization of the contaminants in the soil by introduction of
chemicals to the soil by the plant roots.
While this technology may be applicable to the
remediation of metals, pesticides, solvents, explosives, crude oil, PAHs and
landfill leachates, and this technology generally is cheaper than other
alternatives there are several limitations to this remediation method.
·
The
treatment zone of contaminants is limited to the depth of the plant roots
·
High
concentrations of contaminants can be toxic to the plants
·
Treatment
may be seasonal based on the location of the contamination and the plants
utilized
·
Certain
types of degradation products may be mobilized into the groundwater or
bioaccumulated in animals
·
This
method has not been widely applied and is still in the demonstration phase.
A more complete description of this technology is
available on the Federal Remediation Technologies Roundtable, Remediation
Technologies Screening Matrix website.
This website also includes links to demonstration program information.

http://www.frtr.gov/matrix2/section4/4-3.html
In situ chemical oxidation
refers to the process whereby chemical oxidants are added to the subsurface to
convert hazardous contaminants to non-hazardous or less toxic compounds that
are generally more stable, less mobile and/or chemically inert. Common oxidants such as ozone, hydrogen
peroxide, hypochlorites, chlorine and chlorine dioxide cause rapid and complete
chemical destruction of many toxic chemicals and have partially degraded other
contaminants to aid subsequent biological degradation. Degradation of target contaminants is
dependent upon the selection of the appropriate chemical oxidant, soil
properties, and oxidant subsurface delivery method. While successful and rapid degradation of various contaminants
has been demonstrated with this method there are several limitations or
drawbacks to this technology.
·
Introduction
of the oxidant could have detrimental effects on the subsurface soil
o Decreased soil permeability
due to colloid formation
o Release of metals that were
sorbed onto the soil particles could be released into the groundwater or vadose
zone
o Toxic byproducts could be
formed
o Heat or gases could be
produced
·
Large
quantities of hazardous oxidizing chemicals would need to be handled and stored
on site.
·
Not
all contaminants are suitable for chemical oxidation.

A
more complete description of this technology is available on the Federal
Remediation Technologies Roundtable, Remediation Technologies Screening Matrix
website. This website also includes
links to demonstration program information.
http://www.frtr.gov/matrix2/section4/4_4.html