Overview
The EPA and State of Georgia began
remediation of the LCP site in the mid-1990’s to stop dangerous heavy metal
contamination of the Turtle River marsh and uplands. As part of that action,
large deposits of chemicals were also remediated from past industries
located at the site, notably petroleum refining sludge buried in the early
part of the last century. Work continues at the site to address
contamination of the marshlands, groundwater, possible off-site areas, and
some areas on-site. One problem is the presence of a visible sheen of
chemicals appearing at point sources in the marsh. These “marsh seeps”
indicate movement of chemicals by groundwater from contamination sources in
the upland areas of the site. Continued contamination of the marsh prevents
recovery of the Turtle River. Review of the Remedial Investigation report
and various Site Closeout Reports from past remedial work indicates the
sources of the chemical in the marsh seeps is not presently known. It may be
part of toxin deposits that were not fully treated, or it may be from
unknown deposits. Site cleanup activities may have changed water flow
patterns across the site. The digging and backfilling that occurred may
create conduits of lower permeability in buried trenches, or differences in
fill material may produce local “divides” that cause water to move in
unexpected directions. These kinds of effects are well documented at
landfills and Superfund sites around the country. As part of an attempt to
understand the seeps, several shallow monitoring stations were placed near
the shore. These indicate the seepage increases in the winter months. No
comprehensive studies are available showing the nature and extent of the
contamination in this area, no studies have been done to locate the sources
causing the contaminate seeps.
Proposed work
Phytoremediation—using growing
trees, shrubs, and grasses to perform the cleanup—is proposed for the seeps
area. The steps outlined in the proposal are: excavation (dredging) and
stockpiling (removal to another place on-site) of 1,160 cubic yards of marsh
sediment; installing a rip-rap barrier between the dredged area and the
planting zone; replanting dredged areas with Spartina (marsh grass);
planting trees, shrubs and grass within a 700 foot by 200 foot stretch of
upland portion of the site (along the shoreline of the marsh). The trees
proposed are essentially poplars and pines; the shrubs are wax myrtle, and
the grasses bentgrass or switchgrass. There are some contingencies if the
initial plantings die, such as using different species of plants, watering
during drought, and soil additives. The trees will be placed within vertical
pipes that force the roots to grow deeper into the groundwater, the shrubs
and grasses are also expected to keep the topsoil dry and force the trees to
use deeper groundwater. It will be roughly 5 years before any results are
obtained.
Comments
Section 1.2 of the proposal
defines the seeps as occurring “after major rain events and during winter
months…” On pages 5 and 6 of the proposal an engineering model argues that
this project will lower groundwater about 0.9 ft in depth, which the authors
claim will stop the seepage and the contamination. There were three
assumptions used to calculate the 0.9 ft figure:
- It is based on the annual evapo-transpiration
rate (the process of water pumping);
- The calculation uses mature
trees only; and
- 200 mature poplar and 200
mature Japanese black pine trees were used in the model.
First, poplar trees are not active
in the winter, so only the 200 pine trees could actually impact groundwater
volumes during the critical winter months when the proposal indicates the
problem peaks. And pine trees, while not dormant like the poplars, are still
depressed in terms of evapo-transpiration during cooler winter months.
Second, neither species is fully mature at 5 years—the time the authors
state would impact the seeps. Further, a table on page A-3 of the Bid
Specifications attachment states that poplar trees have “high” moisture use,
while pines have “medium” water uptake. Actually, the rates of water uptake
are very different for the two species.
Even assuming 400 pines it is
unlikely groundwater would be reduced during winter months. Without
“averaging in” the contribution of water pumping from the poplars over the
hot summer months the impact on the groundwater levels is minimal.
According to the information
provided in the proposal, during the winter months when the problem of
seepage manifests, there is only minimal impact on the water table using the
combined set of poplars and pines. Pines alone will not lower the water
table constructively. The combined set of trees may also be irrelevant
during major summer rain events when the water table can rise considerably.
It is unclear why the rip-rap
addition is needed. Also, the marsh soil removal is discussed as a
correction of improper remediation from an earlier marsh project. However,
the effect of these two actions is to alter the seeps area and move the
current set of monitoring stations. Neither of these projects is needed for
success of the phytoremediation work. It is not clear why they are included
within this study, but they do have the effect of destroying the baseline of
observations leading to the remediation. It may be difficult to determine if
phytoremediation has any effect after disturbance of the marsh.
Testing to understand the
pollution sources is not included in this proposal. It is unclear how the
phytoremediation can reduce the sources when the location and extent of the
sources are unknown.
Conclusion
There is no scientific basis for
the proposed work. There is no reason to expect the placing of trees to
impact the source of the chemicals seeping into the marsh, since those
sources are unknown. Further, current data indicates that the seepage
problem is worse in winter when the phytoremediation action is at its least
effect. Based on the information provided, the uplands should still leak
during the winter.
The essence of this proposal is to
disturb the seeps and shoreline, and then wait five years to see if anything
happens. That is not a remediation in the context of Superfund criteria.
Under Superfund law cleanups must show short- and long-term effectiveness,
and impact the toxicity, volume or mobility of toxins. Potential
effectiveness is not demonstrated in this proposal, in fact, the information
suggests it would not be effective source control in the crucial winter
months. Volume and toxicity of site chemicals are not impacted. There may be
an argument for chemical mobility during the spring and summer months, but
even this is doubtful and weather dependent.
Most importantly the proposal
fails to mention that there are better methods of source control, once the
sources are known-- methods that do not require waiting 5 to 10 years for a
minor seasonal effect. Without better engineering data this project can be
fairly considered a 5+ year delaying tactic, and the proposal should be
rejected until the EPA provides genuine engineering data on the seep sources
and the seasonal effects of a phytoremediation barrier between the sources
and seeps.
Proper use of phytoremediation
techniques for cleanup is desirable, however it should be combined with
source control, not used in place of a cleanup. Without knowledge of the
size and location of the source this “experiment” is open-ended, there is no
way to tell how long phytoremediation will be needed. Without testing to
show the nature and extent of the upland sources, and an engineering
evaluation on the impacts using phytoremediation, this is landscaping, not
phytoremediation.
R. Kevin Pegg, Ph.D.
Mary Starnes Saunders, Ph.D.
"This project has
been funded wholly or partly by the U.S. Environmental Protection Agency
under Assistance Agreement Number 1-994850-01-0 to The Glynn Environmental
Coalition, Inc. The contents of this document do not necessarily reflect the
views and policies of the U.S. Environmental Protection agency, nor does
mention of trade names or commercial products constitute endorsement or
recommendation for use." |