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An Investigation of the Natural and Anthropogenic
Contributions of Arsenic to Urban Fill Soil
William R. Swanson, CDM Inc.,
Cambridge,
MA
John A. Monacelli,
CDM Inc.,
Cambridge,
MA
Field Trials of Enhanced Bioremediation of Arsenic for
Remediation of Contaminated Sediments
Robert Stanforth, RMT, Inc.,
Madison,
WI
Kent McCord,
RMT, Inc.,
Madison,
WI
Modeling and Design of Wetland Microcosms to Use in
Arsenic Remediation
Matthew W. Gorr,
University
of
Toledo,
Toledo,
OH
Daryl Dwyer,
University
of
Toledo,
Toledo,
OH
Microbial Transformation of Arsenic Compounds
Dominik Freikowski,
University of Karlsruhe, Karlsruhe, Germany
Claudia
Gallert, University of Karlsruhe, Karlsruhe,
Germany
Josef Winter,
University
of Karlsruhe,
Karlsruhe,
Germany
Arsenic Cleanup Criteria for Soils in the
US
and Abroad: Comparing Guidelines and Understanding
Inconsistencies
Christopher M. Teaf, Florida State
University, Tallahassee, FL
Douglas J. Covert, Hazardous Substance & Waste
Management Research, Inc., Tallahassee, FL
Patrick A. Teaf, Hazardous Substance & Waste Management
Research, Inc., Tallahassee, FL
Michael J. Starks, Environmental
Resources Management,
Tampa,
FL
An Investigation of the Natural and Anthropogenic
Contributions of Arsenic to Urban Fill Soil
William R. Swanson,
LSP, P.E., CDM Inc., 50
Hampshire Street,
Cambridge,
MA
02139,
Tel/Fax: 617-452-6274, Email: swansonwr@cdm.com
John A. Monacelli, CDM Inc., Coop Student,
50
Hampshire Street,
Cambridge,
MA
02139,
Tel: 617-452-6274, Email: monacellija@cdm.com
Arsenic in urban/historic fill soil,
originating from both natural and anthropogenic sources,
is a continuing concern from a human health risk point
of view. This concern is heightened at locations where
the soil is to be used for growing vegetables for
consumption in urban gardens.
The presentation
will explore the origin of arsenic present in
urban/historic fill soil in
New England
and will derive an understanding of the relative
contribution of the natural and anthropogenic components
using available data sets. These data sets include over
5,000 urban soil samples from the Central Artery/Tunnel
Project in Boston statistically analyzed using ProUCL
4.0, over 2,700 samples of a natural/rural background
data set from a comprehensive study of rock and stream
sediment arsenic in New England analyzed by USGS,
supported by other available data sets resulting in a
broad base of up to approximately 10,000 individual
sample results. These multiple data sets will be
reviewed and summarized such that there are a
mean/median and upper values presented for natural soils
and rocks and a mean/median and upper values presented
for anthropogenic impacted soils, with and without
outliers. From this compilation will be derived an
understanding of the numerical differential between
them. Finally, we will apply standard human health risk
calculations provided by MassDEP to illustrate the
magnitude of potential impacts of the natural soil and
the anthropogenic impacted soil. The derived mean,
median and upper percentage values will be considered in
the context of the human health risk assessment
calculations. In conclusion, the exercise will identify
the risk significance of the anthropogenic contribution
relative to the natural soil and provide an
understanding of the overall impact associated with
background in the urban environment.
Field Trials of Enhanced
Bioremediation of Arsenic for Remediation of
Contaminated Sediments
Robert Stanforth,
RMT, Inc. 744 Heartland Trail,
Madison,
WI
53717,
Tel: 608 662-5310, Fax: 608 831-3334, Email:
robert.stanforth@rmtinc.com
Kent McCord, RMT, Inc. 744
Heartland Trail,
Madison,
WI
53717,
Tel: 608 662-5382, Fax: 608 831-3334, Email:
kent.mccord@rmtinc.com
A marsh in
northern
Wisconsin
is contaminated with arsenic from a railroad spill in
the 1940s. The top foot of marsh sediment still contains
arsenic concentrations in the 250 to 1000 mg/kg range,
sufficiently high to require remediation. A variety of
remediation methods were evaluated in bench-scale
laboratory studies, with the most cost-effective and
least-intrusive method being enhanced bioreduction of
the arsenic. Under highly reducing (methane forming)
conditions arsenic can be converted to and volatilized
as arsine gas. The process can be enhanced by the
addition of food sources for the bacteria doing the
arsenic conversion. The bench-scale testing demonstrated
that the concept works in the laboratory. Field trials
are being conducted in the marsh to evaluate full-scale
application of the approach. The field trials were
started during the summer of 2008, with mixed results
during the first year, and are being continued in 2009.
The paper presents the results of both the bench-scale
and field trial studies.
Modeling and Design of Wetland Microcosms to Use in
Arsenic Remediation
Student Presenter
Matthew W. Gorr,
Department of Environmental Sciences, University of
Toledo, 2801 W. Bancroft, Toledo, OH 43606, Tel:
419-530-5053, Email: Matthew.Gorr@utoledo.edu
Dr. Daryl Dwyer, Department of
Environmental Sciences and Lake Erie Center, University
of Toledo, 2801 W. Bancroft, Toledo, OH 43606, Tel:
419-530-2661, Email: Daryl.Dwyer@utoledo.edu
Arsenic is both the number one
contaminant of concern in the
United States
and the cause of global health concerns when present in
irrigation and potable water.
Current methods of arsenic remediation produce
toxic transformation by-products and are expensive,
which preclude their use in many parts of the world.
Treatment wetlands offer a potentially more
cost-effective approach that removes arsenic from
contaminated water, and ideally eliminates the
production of by-products.
This report discusses the processes and
environmental conditions that are involved in arsenic
removal including plant uptake, microbial
transformations, and soil adsorption.
Rates for each process are being measured to
optimize the design of effective treatment wetlands.
Microcosms (6.1 m x 1.2 m x 1.5 m) were created
and filled with a sandy-loam soil at a field bulk
density of 1.5 g/cm3.
Soil pore water samplers were placed throughout
the entire microcosm in order to obtain flow-data.
A conservative tracer (NaBr, 190 mg/l) was
introduced continuously at the head of each microcosm by
gravity flow, and water samples from each location in
the array were obtained and used to measure the
concentration of bromide.
Initial data were used to access the
reproducibility of flow in each microcosm.
Experiments using plants and arsenic will begin
in spring 2009 to access the affect of plant uptake on
arsenic transport.
Microbial Transformation of Arsenic Compounds
Dominik Freikowski, University of Karlsruhe,
Institut für Ingenieurbiologie und Biotechnologie des
Abwassers, Am Fasanengarten, D-76128 Karlsruhe, Germany,
Tel. 0049-721-608-3841, Fax 0049-721-608-7704, Email:
dominik.freikowski@iba.uka.de
Claudia Gallert,
University of Karlsruhe, Institut für Ingenieurbiologie
und Biotechnologie des Abwassers, Am Fasanengarten,
D-76128 Karlsruhe, Germany, Tel. 0049-721-608-3274, Fax
0049-721-608-7704, Email: claudia.gallert@iba.uka.de
Josef Winter, University of Karlsruhe, Institut für
Ingenieurbiologie und Biotechnologie des Abwassers, Am
Fasanengarten, D-76128 Karlsruhe, Germany, Tel.
0049-721-608-2297, Fax 0049-721-608-7704, Email:
josef.winter@iba.uka.de
Arsenic contaminated groundwater is a serious worldwide
problem. Arsenic concentrations above 50 µg l-1
could be found in Asian countries as well as in the
United States
and South America. In India in the West Bengal Delta
plain, the arsenic concentration in the groundwater
reaches more than 400 µ l-1 and in the
sediments 2 – 8 mg kg-1. This high arsenic
concentrations influences the health of several million
people.
Despite progresses in understanding the geochemical
processes behind this calamity, the cause of the high
Arsenic concentrations in groundwater is still unclear,
impeding the implementation of efficient mitigation
measures. There is an educated guess that bacteria and
related biogeochemical processes may play a key role in
the mobilization of Arsenic from aquifer sediments, but
the validity of this hypothesis remaines largely
unexplored until now.
After an extensive hydrogeological and microbiological
screening of groundwater from different wells in Kalyani,
West Bengal, with a focus on Fe, As, DOC/TOC
determination as well as microbiological
characterization, an area for drilling at a
“high” and “low” As contaminated underground was
selected. A drilling under non-contaminating conditions
to a depth of 12 m (well into water saturated soil) was
undertaken in order to get sediment samples for
laboratory experiments. Also piezometers for
hydrogeochemical and microbiological monitoring were
installed for delivering water samples at regular
intervals to monitor seasonal variations which strongly
determine the groundwater level.
The role of microorganisms in the mobilisation of
arsenate by reduction of As(V) to the mobile As (III)
and the role of Fe (III) reducing microorganisms in the
sediment and groundwater of the West Bengal Delta plain
are elucidated by population analysis and activity tests
of sediment and groundwater samples. Isolation of
microbes under oxic and anaerobic conditions as well as
PCR experiments with specific primers for As(III)
oxidizers and As(V) reducing bacteria were performed.
Pure culture isolates were characterised by classical
microbial test systems as well as by analyses of 16 S
rRNA genes or other specific genes (arsA, arsC).
Isolation of several pure cultures that reduce arsenate
to arsenite was achieve. Their role in Arsenic
mobilisation and detoxification is still in work.
Column experiments with high and low contaminated
sediment samples ± addition of different carbon sources
± sulfate or Fe, as well as microorganisms for
bioaugmentation were established in the laboratory. The
influence on arsenic mobilisation and change of As
species was monitored for all conditions. A sterile
control column was installed to monitor possible abiotic
arsenic transformations. The laboratory experiments will
be compared with field examinations at the experimental
site by analysing arsenic concentrations and dissolved
organic carbon concentrations (DOC) in water samples
derived from the wells.
Arsenic Cleanup Criteria for Soils
in the
US
and Abroad: Comparing Guidelines and Understanding
Inconsistencies
Christopher M. Teaf,
Center for Biomedical & Toxicological Research, Florida
State University, 2035 E. Dirac Dr., Tallahassee, FL,
32310, Tel: 850-644-5524, Fax: 850-574-6704, Email:
cteaf@fsu.edu
Douglas J. Covert, Hazardous Substance & Waste
Management Research, Inc.,
2976 Wellington Circle West,
Tallahassee,
FL,
32309,
Tel: 850-681-6894, Fax: 850-906-9777, Email:
dcovert@hswmr.com
Patrick A. Teaf, Hazardous Substance & Waste Management
Research, Inc.,
2976 Wellington Circle West,
Tallahassee,
FL,
32309,
Tel: 850-681-6894, Fax: 850-906-9777, Email:
steaf@knights.ucf.edu
Michael J. Starks, Environmental Resources Management,
5090 Hampton Oaks Parkway, Suite D, Tampa, FL, 33610,
Tel: 813-622-8727, Fax: 850-230-1939, Email:
mike.starks@erm.com
Widely divergent cleanup targets,
guidelines and standards for arsenic in soils have been
established by many regulatory, scientific and advisory
organizations in the past 25 years, both in the United States
and in other countries.
In contrast to many other
substances, for which guidelines and standards are
similar or identical among agencies, arsenic has
provided a powerful study in just how many different
ways a single issue can be viewed.
This paper provides a
detailed survey concerning the breadth of arsenic soil
criteria that have been proposed and applied, and
explores the basic differences in their derivation,
which can be based upon toxicological properties,
geological background levels, anthropogenic background
contributions, and practical site-specific
considerations.
A broad comparison of extant
values in common use for USEPA, individual states, and
non-US entities will be presented, coupled with a
discussion regarding common examples of the technical
bases for arsenic soil cleanup guideline development.
Arsenic target levels in
many cases can dominate remedial considerations at sites
where the applicable criteria are very stringent.
Several case studies will be
presented to illustrate the problems that are inherent
in such variable criteria for this ubiquitous and
extraordinarily common substance.
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