Behavior
of Alkyl Leads in Gasoline NAPL During Long Term Contact
with Water
Gregory S. Douglas, NewFields Environmental Forensic
Practice, LLC, Rockland, MA
Pharmaceuticals
and Personal Care Products in Solids: Analysis and Field
Results for Sediment, Soil, and Biosolid Samples
Edward T. Furlong, U.S. Geological Survey, Denver, CO
Detailed
CVOC Source Area Investigation in the Context of a
Fractured Bedrock Conceptual Site Model: A Case Study
James H. Vernon, ENSR International, Gilford, NH
Behavior
of Alkyl Leads in Gasoline NAPL During Long Term Contact
with Water
Gregory
S. Douglas,
NewFields Environmental Forensics Practice, 100 Ledgewood
Place, Rockland, MA, 02370, Tel: 781-681-5040, Fax:
781-681-5048, Email: gdouglas@newfields.com
Steven
D. Emsbo-Mattingly, NewFields Environmental Forensics
Practice, 100 Ledgewood Place, Rockland, MA, 02370,Tel:
781-681-5040, Fax: 781-681-5048, Email: smattingly@newfields.com
Scott A. Stout, NewFields Environmental Forensics
Practice, 100 Ledgewood Place, Rockland, MA, 02370, Tel:
781-681-5040, Fax: 781-681-5048, Email: sstout@newfields.com
Allen D. Uhler, NewFields Environmental Forensics
Practice, 100 Ledgewood Place, Rockland, MA, 02370, Tel:
781-681-5040, Fax: 781-681-5048, Email: auhler@newfields.com
Kevin J. McCarthy, NewFields Environmental Forensics
Practice, 100 Ledgewood Place, Rockland, MA, 02370, Tel:
781-681-5040, Fax: 781-681-5048, Email: kmccarthy@newfields.com
Tetraethyllead (TEL) has been added to gasoline as an
antiknock agent since the 1920’s.
Its use in the United States peaked in the late
1960’s, was phased down in the late 1980s and banned as
an automotive fuel additive in the mid 1990s.
The prohibition of lead alkyls in automotive
gasoline has substantially reduced the human and
ecological exposure to these toxic contaminants however
health and safety concerns still persist today.
One potential source of these compounds still
exists within the large volume of leaded gasoline non
aqueous phase liquids (NAPL) underlying legacy releases at
former leaded gasoline stations, bulk fuel storage
facilities and pipelines.
Despite the potential problems associated with
these contaminants, little is known regarding their
ultimate fate in soils, and less is known about their
environmental fate within the leaded gasoline NAPL present
on the groundwater. At
issue in this study is the chemical fate of TEL and
related organic lead compounds (tetramethyl
lead (TML), methyltriethyl lead (MTEL), trimethylethyl
lead (TMEL), and diethyldimethyl lead (DMDEL) in NAPL while in contact with water.
Laboratory studies designed to measure NAPL alkyl
lead degradation on groundwater demonstrated that over a
20 month period greater than 90% of the TEL could be
degraded by hydrolysis.
For gasoline containing reactive alkyl lead
mixtures relative degradation rates are as follows: TEL > TML >
MTEL) ≥ TMEL and DMDEL.
Field data from former gasoline station sites
confirms the laboratory results and documents the
composition and degradation of legacy gasoline releases.
These field data demonstrate that the hydrolysis of
alkylated lead compounds is particularly significant in
thin NAPL formations due to the high surface area to
volume ratio at the ground water interface.
This work provides new information concerning the
fate of alkyl lead compounds in NAPL samples and has
significant implications regarding the use of alkyl lead
concentrations in NAPL for age dating gasoline.
Pharmaceuticals
and Personal Care Products in Solids: Analysis and Field
Results for Sediment, Soil, and Biosolid Samples
Edward T. Furlong, U.S. Geological Survey, PO Box
25046, MS 407, Building 95, Denver Federal Center, Denver,
CO 80225, Tel: 303-236-3941, Fax: 303-236-3499, Email:
efurlong@usgs.gov
Chad A. Kinney, Department of Chemistry/Biochemistry,
Eastern Washington University, 226 Science Building,
Cheney, WA 99004-2440, Tel: 509-359-7932, Email: ckinney@mail.ewu.edu
Imma Ferrer, Dpt. Hidrogeologia y Quimica Analitica,
Universidad de Almeria, Carretera Sacramento s/n, 04120 La
Cañada San Urbano, Almeria,
Espana, Tel: 34-666-23-6863, Email:iferrer@ual.es
Stephen L Werner, U.S. Geological Survey, PO Box 25046, MS
407, Building 95, Denver Federal Center, Denver, CO 80225,
Tel: 303-236-3966, Fax: 303-236-3499; Email: slwerner@usgs.gov
Jeffery D. Cahill, U.S. Geological Survey, PO Box 25046,
MS 407, Building 95, Denver Federal Center, Denver, CO
80225, Tel: 303-236-3256, Fax: 303-236-3499,
Email:jdcahill@usgs.gov
Pharmaceuticals and personal-care products (PPCPs) have been
described as ubiquitous complex mixtures present at trace
concentrations in surface- and ground-water samples
throughout the United States and Europe.
Sediment, soil, and biosolids have been much less
studied, and might be important as sources of PPCPs to
surface- and groundwater.
The means for mobilizing PPCPs from solids will
vary, but a critical evaluation of PPCP compositions and
concentrations in these solids and a comparison between
solids is necessary to evaluate their importance in the
transport and fate of PPCPs in the geosphere and
hydrosphere. In
this study, a series of soil, sediment, and biosolid
samples were extracted by accelerated solvent extraction
and analyzed by high-performance liquid chromatography (HPLC)
coupled with single or tandem mass spectrometry (MS or
MS/MS) to identify and quantify PPCPs.
Method recovery studies using naturally occurring
organic matter (NOM )-containing and NOM-free sediments
suggest that the primary effect of NOM is to sequester
PPCPs and shield them from extraction.
Staged amendment experiments indicate that the PPCP
recoveries subsequent to extraction are not substantially
diminished by the presence of NOM matrix components,
suggesting incomplete extraction of PPCPs from
NOM-containing soils, after equilibration for 24 hours and
under extraction conditions previously determined to be
optimal. In
these samples, overall PPCP concentrations generally are
similar in soils and sediments, and substantially greater
in biosolids. The distributions of different PPCPs in all three matrix
types were comparable.
The PPCPs determined in solid matrixes differ
compositionally from those most commonly detected in
water, although physical properties, such as predicted
partitioning coefficients commonly used to estimate
solid/water distributions, are inadequate predictors of
whether a PPCP will preferentially reside on solids.
Mechanistic studies of PPCP partitioning and
sorption behavior are necessary to understand the
processes that bind PPCPs to solids.
Detailed
CVOC Source Area Investigation in the Context of a
Fractured Bedrock Conceptual Site Model:
A Case Study
James H. Vernon, Ph.D., ENSR International, 401
Gilford Avenue, Suite 220, Gilford, NH, 03249, Tel: 603-524-8866, Fax: 603-524-9777,
Email: jvernon@ensr.com
Patricia Shattuck, ENSR International, 401 Gilford Avenue,
Suite 220, Gilford, NH, 03249, Tel:
603-524-8866, Fax:
603-524-9777, Email:
pshattuck@ensr.com
Mark D. Kauffman, P.E., ENSR International, 2 Technology
Park Drive, Westford, MA, 01886, Tel: 978-589-3119, Fax:
978-589-3229, Email: mkauffman@ensr.com
Drew M. Clemens, P. G., US Army Corps of Engineers, New
England District, 696 Virginia Road, Concord, MA,
01742-2751, Tel: 978-318-8861,
Fax: 978-318-8614, Email: Drew.M.Clemens@nae02.usace.army.mil
Robert A. Leitch, P.E., US Army Corps of Engineers, New
England District, 696 Virginia Road, Concord, MA,
01742-2751, Tel: 978-318-8033,
Fax: 978-318-8663, Email: Robert.a.Leitch@usace.army.mil
Donald M. Maynard, P.G., The Johnson Company, 100 State
Street, Suite 600, Montpelier, VT, 05602, Tel:
802-229-4600, Fax:
802-229-5876, Email:
dmm@jcomail.com
Dissolved-phase transport of groundwater contaminants through
crystalline bedrock fractures is often highly
heterogeneous and challenging to conceptualize.
Groundwater flow can be restricted to a discrete
subset of connected bedrock fractures, while contaminant
transport may not be well correlated with the degree of
fracture-zone hydraulic activity. While characterizing hydraulic interconnectivity between
source areas and receptors and between individual wells is
a desired component of a conceptual site model (CSM),
scale issues may prevent the identification of specific
contaminant pathways or the prediction of contaminant
concentrations throughout a site. Detailed
characterization in known or suspected contamination
source areas, in the context of an existing CSM, not only
guides remediation and monitoring strategies, but also
enhances understanding of contaminant transport to
potential off-site receptors.
The case study area in coastal Maine is underlain by
fractured metavolcanic and intrusive bedrock, present at
or near the ground surface.
Water levels are as deep as 120 feet in some wells.
Groundwater flow is restricted to fractures,
lithologic contacts, or faults within the bedrock.
Chlorinated volatile organic compounds (CVOCs)
discharged on site from past operations have been detected
in wells at concentrations varying from more than 3,000
micrograms per liter to below detection limits, with a
heterogeneous spatial distribution.
A variety of investigations has led to the
development of a CSM for the site.
Information obtained from detailed source area
investigations may allow identification of specific
contaminant pathways within the source area, but not at
the greater distances that are present between the source
area and some receptors.
Investigations, conducted or planned, that focus
on the CVOC source areas include:
geologic and fracture mapping, surface and borehole
geophysical surveys, whole-well and packer sampling,
monitoring well installation and angled coring, rock
matrix analysis for CVOCs, soil sampling, photolineament
analysis, borehole radar investigation, hydrophysical
logging, and water level monitoring.
A combination of conventional and less
frequently-applied techniques has allowed an assessment of
contaminant transport pathways in the source area, a
refinement of the CSM for the overall site, and a more
direct evaluation of remedial options.
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