Pesticide
and VOC Attenuation at Marzone Superfund Site
Ellen
M. Haggerty, Blasland, Bouck & Lee, Inc., Cranbury, NJ
Allen C. Just, P.E., Blasland, Bouck & Lee, Inc.,
Irvine, CA
Karl Hoenke, Chevron Environmental Management
Company, San Ramon, CA
A
Novel Method to Attain Groundwater Compliance at a Former
Pesticide Formulating Facility
K.A. Hoenke, Chevron Environmental Management Company, San
Ramon, CA
Andy Davis, Geomega, Boulder, CO
Pesticide
and VOC Attenuation at Marzone Superfund Site
Ellen
M. Haggerty, Blasland, Bouck & Lee, Inc., 8 South
River Road, Cranbury, NJ 08512, Tel: 609-860-0590 x240,
Fax: 609-860-8007, Email: emh@bbl-inc.com
Allen C. Just, P.E., Blasland, Bouck & Lee, Inc., 2600
Michelson Drive, Suite 830, Irvine, CA 92612, Tel: 949-474-9052, Fax: 949-474-9345, Email: acj@bbl-inc.com
Karl Hoenke, Chevron Environmental Management Company,
6001 Bollinger Canyon Road, K-2080, San Ramon, CA
94583, Tel: 925-842-9259, Fax: 925-842-0213, Email:
karlhoenke@chevrontexaco.com
The
selected groundwater remedy for the Marzone Superfund Site
was an in-situ, funnel-and-gate system.
The system was installed in 1998 and is currently
operating to remove the constituents of concern (COCs)
from groundwater. Groundwater COCs include α-BHC, β-BHC, γ-BHC,
DDD, DDT, methyl parathion, ethylbenzene, and xylenes.
Impacted groundwater is collected in the collection
channel, conveyed via underground piping to two of the
three activated carbon adsorption reactors operated in
series. The
treated groundwater is then conveyed via underground
piping through the soil-bentonite slurry wall and to the
distribution channel.
Prior to start-up, the projected life of the
primary carbon reactor was approximately six months.
The system has operated for more than 64 months
without a carbon change-out.
In July 2003, a dedicated, discrete sampling device
was installed within the activated carbon bed of the
primary reactor to collect depth-specific groundwater
samples and vertically profile the dissolved-phase
constituents within the primary reactor. Samples collected
from the discrete sampling device indicated nondetectable
pesticide concentrations and only nominal and/or
nondetectable VOC concentrations.
The analytical results suggest that contaminants
were being removed from groundwater within the initial two
foot of the carbon bed.
Preliminary depth-specific microbial studies within
the carbon bed have provided results that do not correlate
with contaminant distribution. A more detailed investigation is being conducted to evaluate
the potential mechanisms for pesticide and VOC attenuation
within the primary reactor.
The primary reactor provides a unique opportunity
to study the natural attenuation processes that are likely
contributing to the decreasing dissolved-phase contaminant
concentrations observed across the Site.
A
Novel Method to Attain Groundwater Compliance at a Former
Pesticide Formulating Facility
K.A.
Hoenke, Chevron Environmental Management Company, 6001
Bollinger Canyon Road, San Ramon, CA
94583, Tel: 925-842-9259, Email: khoe@chevrontexaco.com
Andy Davis, Geomega, 2995 Baseline Road, Suite 202,
Boulder, CO 80303
Natural
attenuation (NA) has become an integral element of site
closure in the U.S. While NA of many compounds can be
demonstrated unambiguously, it is more complex for
purportedly recalcitrant compounds with multiple isomers
and low remedial criteria. Such was the situation at a
site in Orlando, Florida, where technical grade lindane
had been formulated for ~20 years. This product often
contains a-BHC (60-70%), b-BHC (5-12%), g-BHC (10-15%), d-BHC
(6-10%) each of which is regulated at very low (ng/l)
concentrations. At the site it was necessary to evaluate
natural attenuation for each isomer following a removal
action to meet regulatory standards in groundwater. This
analysis was complicated by the rapid groundwater
velocities (1 foot/day) and water table oscillations (±
1.5m), that were inversely correlated with groundwater BHC
concentrations (i.e., higher water table = lower BHC
concentrations). However, when BHCs were evaluated on a
total mass basis, a clear decline (10% per year) over
seven years was apparent (r2 = 0.84) following
first-order kinetics. Over this period, the plume center
of mass did not migrate in the direction of groundwater
flow, remaining within 30 m of its centroid, compared to
contemporaneous rapid transit across the site of an MTBE
plume originating upgradient. The plume stability in
conjunction with the decreasing BHC mass allowed the U.S.
EPA and Florida DEP to accept that no further action was
necessary to protect potential downgradient receptors.
This site represents a novel approach to attaining
compliance that would be appropriate for others with
similar quasi-recalcitrant compounds.
Top
|