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EHC-O®:
Oxygen Releasing Compounds
for In-Situ Bioremediation of Petroleum Hydrocarbons
Fayaz Lakhwala,
Adventus Americas, Inc., Union, NJ
Ravikumar Srirangam,
Adventus Americas, Inc., Union, NJ
Jim Mueller, Adventus Americas
Inc.,
Freeport,
IL
Alan G. Seech, The Adventus
Group,
Penticton
BC
Bioremediation of Chlorinated
Solvents in the
Brunswick
Shale of Southeast Pennsylvania
Kevin W. Frysinger,
Environmental Standards,
Valley Forge,
PA
Gerald L. Kirkpatrick,
Environmental Standards,
Valley Forge,
PA
Microbial Ecology as an Indicator of Effectiveness of
Sequential Chemical Oxidation-Bioremediation
Arati Kolhatkar, BP,
Houston,
TX
Lyle
Bruce, BP,
Warrenville,
IL
Paul Taylor,
BP,
Houston,
TX
Rick Allison, Delta, Loveland, CO
Mark Nelson, Delta,
Shoreview,
MN
Jared Otto, Delta,
Shoreview,
MN
Field Evidence of Anaerobic Biodegradation of Benzene
Coupled to Denitrification
Edward Sullivan, Whitman,
East
Brunswick,
NJ
Eric C.
Hince, P.G., Geovation Consultants,
Inc.,
Florida,
NY
Effect of Fe (III) Reduction in the Biodegradation of
Chlorinated Ethenes
Na Wei,
University
of
Illinois
at Urbana-Champaign,
Urbana,
IL
Kevin T.
Finneran,
University
of
Illinois,
at Urbana-Champaign,
Urbana,
IL
EHC-O®:
Oxygen
Releasing Compounds for In-Situ Bioremediation of
Petroleum Hydrocarbons
Fayaz Lakhwala, Adventus Americas, Inc. 1435 Morris
Avenue, 2nd Flr., Union, NJ 07083, Tel: 908-688-8543,
Fax: 908-688-8563,
Email:
Fayaz.Lakhwala@AdventusGroup.com
Ravikumar Srirangam,
Adventus Americas, Inc. 1435 Morris Avenue, 2nd Flr.,
Union, NJ 07083, Tel: 908-688-8543, Fax: 908-688-8563,
Email: Ravi.Srirangam@AdventusGroup.com
Jim Mueller, Adventus Americas
Inc.,
2871 W. Forest Road, Suite #2,
Freeport,
IL
61032,
Phone: (815) 235.3503, Email:
jim.mueller@adventusgroup.com
Alan G. Seech, the
Adventus Group.
113-437 Martin Street
Penticton
BC
V0H IN0
Email:
Alan.Seech@AdventusGroup.com
Abstract EHC-O® is a buffered source of slow-release
oxygen plus inorganic nutrients for accelerated
bioremediation of soil, sediment and groundwater
environments impacted by organic constituents amenable
to aerobic biodegradation processes (e.g., petroleum
hydrocarbons). EHC-O significantly stimulates the
catabolic activity of the indigenous microflora, thereby
accelerating the rate of contaminant removal.
Installation techniques vary widely depending on the
application. For example, the powder can be mixed with
soil and placed at the bottom of an excavation where
prior soil removal had been conducted. A slurry can be
made and the mixture can be injected into the subsurface
using techniques such as direct injection through
Geoprobe rods or hydraulic fracturing. In addition, O-Sox™
canisters are available in various diameters for direct
placement into existing or newly installed wells. The
EHC-O O-Sox™ are advanced in their design and
construction; they are simple to use and they represent
a significant improvement over existing sock
technologies.
Case Study 1.
Groundwater at a site in
Wisconsin,
USA
was impacted with petroleum-based volatile organic
compounds (PVOCs) up to levels of 2,300 ppb. The
groundwater table was approximately 5 ft bgs, and the
impacts extended down to approximately 15 ft bgs. In
August 2005, a total of 450 lbs of EHC-O were introduced
into 9 injection points in the hot spot area. The
concentration of the remaining PVOCs had also decreased
significantly; the benzene concentration decreased by
>99% (from 750 to 1.4 ppb) and the MTBE concentration
decreased 88% (from 240 to 29 ppb). A second sampling
event conducted 4 months following the injections
indicated that benzene had decreased below the
laboratory analytical detection limit and MTBE had
decreased to 13 ppb.
The
concentrations of all constituents reached below the
State of Wisconsin’s
groundwater ES. The site was recommended for closure
within 4 months of switching from an alternative source
of oxygen release compound to the EHC-O technology.
Case Study 2:
Soil and groundwater at the former Feley Farms Site (Michigan,
USA)
was impacted by gasoline constituents that originated
from former USTs.
The leaking tanks were
removed in 1995; based on the reported
petroleum-contaminated water seeping into the excavation
hole along the surface of the bedrock during the tank
removal process, groundwater monitoring was recommended.
Following conventional remedial actions (including soil
excavation, SVE, and groundwater pump-and-treat) benzene
and gasoline constituents remained present in the
groundwater at levels exceeding the Michigan Department
of Environmental Quality’s regulatory limit of 5 ppb.
Approximately 4 months
following EHC-O injection, the concentration of benzene
in groundwater decreased by >99% in both monitoring
wells One year post treatment monitoring showed that the
concentration of benzene and other constituents remained
below the analytical detection limits
Bioremediation of
Chlorinated Solvents in the
Brunswick
Shale of
Southeast Pennsylvania
Kevin W. Frysinger,
PG., Environmental Standards, 1140 Valley Forge Road,
Valley Forge, PA, 19482, USA, Tel: 610-935-5577, Fax:
610-935-5583, Email: kfrysinger@envstd.com
Gerald L.
Kirkpatrick, CPG, Environmental Standards, 1140 Valley
Forge Road, Valley Forge, PA, 19482, USA, Tel:
610-935-5577, Fax: 610-935-5583, Email:
gkirkpatrick@envstd.com
A persistent
chlorinated solvent plume was the target of voluntary
bioremediation efforts at a fractured bedrock site in
southeast Pennsylvania.
The history of the plume,
and the hydrogeologic circumstances associated with
designing an in-situ bioremediation remedy in this
fractured bedrock aquifer are examined.
Additionally, findings of
the pilot scale bioremediation program are also
discussed.
The site is located in the
Triassic
Age
Newark
Basin
and is underlain by the Brunswick Shale of the Newark
Supergroup and surrounded by intrusive diabase dikes and
sills.
These rocks have low primary
porosity and transmit groundwater via fractures and
along weathered bedding planes.
Flow along these secondary
features results in groundwater movement being
controlled by local and regional topography, formation
bedding, and regional groundwater use.
Shallow groundwater is
affected by chlorinated solvents to a much higher degree
than deeper groundwater at the site.
This indicates that a high
degree of attenuation occurs, as shallow groundwater
seeps into the deeper bedrock aquifer.
Additionally, the data suggest that shallow groundwater
is in direct and continuous communication with the
underlying bedrock aquifer; as a result, the aquifer was
treated as a single unit, and the
in situ
groundwater remedy was designed with that conceptual
flow system in mind.
A six month pilot scale test using
a patented soybean oil substrate was undertaken on July
29, 2008.
Approximately 1,800 gallons
of diluted substrate solution was injected into the
bedrock groundwater aquifer through three injection
wells.
To evaluate the reaction of
the aquifer to the amendment, monthly samples were
collected in downgradient monitoring wells.
This paper will provide an assessment of project design,
substrate injection, and evaluate issues associated with
practical aspects of undertaking injection programs in a
fractured bedrock aquifer.
Microbial Ecology as an Indicator of Effectiveness of
Sequential Chemical Oxidation-Bioremediation
Arati Kolhatkar,
BP,
501
Westlake Blvd., Houston,
TX
77079,
USA,
Tel: 281-366-5596, Fax: 281-366 7094, Email:
arati.kolhatkar@bp.com
Lyle Bruce, BP,
28100
Torch Parkway, Warrenville,
IL
60555,
USA,
Tel: 630-836-7104, Fax: 630-234-8652, Email:
brucelg@bp.com
Paul Taylor, BP,
501
Westlake Blvd., Houston,
TX
77079,
USA,
Tel: 281-366-6920, Fax:
281-366-7094, Email: paul.taylor2@bp.com
Rick
Allison, Delta, 1343 South Garfield Avenue, Loveland, CO
80537, USA,
Tel: 970-292 1885, Email: rallison@deltaenv.com
Mark Nelson, Delta,
5910 Rice Creek Pkwy,
MN
55422,
USA,
Tel:
651-697-5235, Fax:
651-639-9473, Email: mdnelson@deltaenv.com
Jared Otto, Delta,
5910 Rice Creek Parkway, Suite
100,
Shoreview,
MN
55126,
USA,
Tel: 651-697-5232, Fax: 651-639-9473, Email:
jotto@deltaenv.com
Remediation strategies frequently
employ multiple technologies that follow sequentially to
achieve site clean-up goals.
ISCO (in-situ chemical
oxidation) followed by natural bioremediation is a
commonly-recommended treatment train.
It may be erroneously
assumed that by reducing the high-concentration
hydrocarbons, ISCO application creates favorable
conditions for bioremediation.
However, at two sites,
persulfate (ISCO agent) application was detrimental to
microbial ecology and it took several months to regain
or exceed its original health.
Effectiveness and effect of persulfate application was
evaluated by monitoring
contaminant of concern (BTEX), geochemistry, and
phospholipids fatty acids (PLFA), a main component of
the microbial membrane.
PLFA analysis
provides a powerful tool for
assessing microbial responses to changes in their
environment and was used to study the effect of
persulfate application on site microbial ecology.
At Site A, order of magnitude
reduction in total biomass was observed 1-month after
persulfate injection.
Due to
multiple injections at Site B, although it was difficult
to deduce the effect of 1st
persulfate application on microbial ecology, a more than
50% reduction in total biomass was observed about 40
days after 3rd
injection.
At 2-months and 4-months
after last application at Site A and B respectively,
microbial population at Site A is recovering and
microbial ecology at Site B got a boost of more than
100%. One explanation is that the ISCO agents are toxic
to the microbes but given sufficient time, as the
‘toxic’ plume travels ahead or is attenuated, microbes
recover and sometimes exceed the original population.
In case of persulfate,
increase in microbial population can be attributed to an
increased electron acceptor pool (sulfate) that is a
by-product of persulfate chemistry.
This study demonstrated that if an
ISCO-bioremediation treatment train is employed at a
site, then bioremediation effectiveness monitoring is
recommended only after ensuring that the microbial
ecology has recovered.
Field Evidence of Anaerobic Biodegradation of Benzene
Coupled to Denitrification
Edward Sullivan,
P.G., Whitman, 116 Tices Lane, Unit B-1, East Brunswick,
NJ 08816, Tel: 732-390-5858, Fax: 732-390-9496, Email:
esullivan@whitmanco.com
Eric C.
Hince, P.G., Geovation Consultants,
Inc., 468 Route 17A, Florida,
NY, 10021, Tel: 845-651-4141, Fax: 845-651-0040, Email:
echince@geovation.com
Recent evidence has shown that BTEX
compounds can biodegrade under anaerobic conditions
utilizing a number of electron acceptors including
nitrate, bioavailable ferric iron and sulfate.
Studies by Coates, Bender
and Hince have shown that BTEX compounds including
benzene will biodegrade under denitrifying conditions,
contrary to the long held conventional wisdom that
benzene is recalcitrant under anaerobic conditions.
At a
former fuel oil storage facility in
New Jersey,
a denitrification based bioremediation (DBB) approach
was used to remediate residual BTEX contamination.
A large volume of soil had
been excavated at the site to remove source materials
related to historic heating oil and gasoline releases.
However, because the
excavation extended well below the water table to the
top of an uneven bedrock surface, some residual impacted
soil above the bedrock could not be removed.
Membrane Interface Probe
(MIP) borings confirmed the presence of residual
contamination in the interval 2-3 feet above the
bedrock.
As a result, BTEX
contamination was detected in four monitoring wells
installed after the excavation at the site.
The highest total BTEX (673
µg/L) and benzene (199 µg/L) concentrations were
detected in well MW-5.
The DBB treatment area at
the site encompassed approximately 35,000 square feet
and targeted the materials just above the bedrock.
Remedial injections of a
nitrate releasing compound (N-Blend) and sodium
percarbonate were conducted using a total of 32
injection points along four lines aligned perpendicular
to ground water flow.
A total of 1,000 gallons of
N-blend and 200 gallons of percarbonate solution were
injected during two injection events spaced five months
apart.
Two years after the
injections, total BTEX and benzene concentrations in the
four impacted monitoring wells were reduced by 99% to
100%.
At MW-5, concentrations of
benzene, other BTEX compounds and tentatively identified
compounds (TICs) were all non-detect, two years
post-treatment.
Quantitative fluorescence
in-situ hybridization (“FISH”) assays indicated that the
proportion of Pseudomonas-related Gammaproteobacteria
and Betaproteobacteria, which include petroleum
degrading denitrifiers, increased significantly in MW-5
in response to the DBB treatment.
It is believed that this is
among the first field scale projects to demonstrate
successful anaerobic benzene biodegradation coupled to
denitrification.
Effect of Fe (III)
Reduction in the
Biodegradation
of Chlorinated Ethenes
Student Presenter
Na Wei,
University
of Illinois,
at Urbana-Champaign,
Urbana,
IL,
Email:
nawei2@illinois.edu
Kevin T.
Finneran,
University
of
Illinois,
at Urbana-Champaign,
Urbana,
IL,
Email: finneran@illinois.edu
Chlorinated
ethenes are widespread aquifer contaminants in the
United States.
Trichloroethene (TCE) is among the most prevalent
groundwater contaminants due to its common use as
organic solvents in industry and dry cleaning. TCE
bioremediation via reductive dechlorination is one of
the most prevalent strategies. Under anaerobic
conditions, which is typical in contaminated subsurface
environment, TCE has been found to undergo reductive
dechlorination and be sequentially transformed to less
chlorinated intermediates cis-dichloroethene (cis-DCE)
and vinyl chloride (VC), or under certain conditions to
nontoxic product ethene. But in most cases, the
transformation of cis-DCE and VC is the rate limiting
step, leading to the accumulation of cis-DCE and VC in
contaminated sites, especially when there are
alternative electron acceptors competing for electron
donors. Fe (III) is the predominant electron acceptors
in many aquifer and freshwater sediments, and Fe(III)
reduction is often considered a competitive process.
However, the actual role of Fe(III) in dechlorination is
unclear and has not been well studied.
In this study, we have been
investigating TCE and VC degradation in microcosm
incubations with contaminated aquifer sediments.
Complete TCE reduction to ethene with concomitant Fe
(III) reduction has been quantified with acetate as sole
electron donor. In the incubations with both TCE/VC and
Fe(III) added as electron acceptor, TCE/VC was reduced
to ethene with simultaneous Fe(III) reduction. In the
incubations added with TCE/VC, Fe(III) and sulfate, the
reduction of all the electron acceptors was concurrent.
16S rDNA based molecular analyses revealed that the
microbial communities in the sediment microcosms
degrading TCE/VC to ethene did not have Dehalococcoides
present.
Liquid enrichments have been
set up with the material from active sediment
microcosms, and concurrent Fe(III) reduction and
dechlorination were also observed. These results are
unique, and they suggest that alternate electron
acceptors such as Fe(III) and/or sulfate may not
inhibit, but rather, may stimulate, degradation of
chlorinated solvents. Further studies are being carried
out to investigate kinetics and mechanism of
transformation of chlorinated ethenes under
iron-reducing conditions, and to better understand the
role of Fe(III) in dechlorination. This study will
provide insight to better understand the fate of
chlorinated ethenes in natural attenuation and to help
develop novel approaches for in situ bioremediation of
chlorinated solvents.
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