New Jersey Zinc/Mobil Chemical Site
Illinois EPA Proposes Remedy for Unnatural Sediments
in South Ditch At the DePue-New Jersey Zinc/Mobil Chemical National Priorities
List Site
Fact Sheet #7
September 2002
DePue, Illinois
INTRODUCTION
The Illinois Environmental Protection Agency (Illinois EPA) and the United
States Environmental Protection Agency (U.S.EPA) are proposing a remedy
for the unnatural sediments in the South Ditch at the DePue-New Jersey
Zinc/Mobil Chemical Site in DePue, Illinois. This proposed remedy would
remove the unnatural sediment by a combination of hydraulic and mechanical
dredging, stabilizing the removed sediments and containing them in an
on-site unit until a final remedy is selected for the much larger quantities
of similar material on and around the plant site.

Illinois
EPA is issuing this Proposed Plan as part of the public participation
requirements pursuant to Section 300.430(f)(2) of the National Oil and
Hazardous Substances Contingency Plan (NCP) (40 Code of Federal Regulations
(CFR) 300.430(f)(2)). This Proposed Plan summarizes information that can
be found in greater detail in the Remedial Investigation/Feasibility Study
(RI/FS) report and other documents contained in the Administrative Record
file for this site. The Administrative Record file for the site is located
in the Illinois EPA, Bureau of Land records in Springfield, Illinois and
at the Selby Township Library in DePue, Illinois. Illinois EPA and U.S.EPA
encourage the public to review these documents to gain a more comprehensive
understanding of the site and Superfund activities that have been conducted
at the site. Section 117 of the Comprehensive Environmental Response,
Compensation, and Liability Act of 1980, as amended (CERCLA or Superfund)
requires publication of a notice and brief analysis of a Proposed Plan
for site remediation.
This Proposed Plan provides background on the site, describes the alternatives
being considered to remediate the unnatural sediments in the south ditch,
presents the rationale for identification of the proposed alternative
and outlines the public's role in helping the Illinois EPA make a final
decision on the remedy.
BACKGROUND
In 1983, Illinois EPA, U.S.EPA and other state and federal agencies began
to investigate the site and evaluate the feasibility of including the
site on the National Priorities List (NPL). Based on these evaluations
and sampling conducted in 1992 and 1993, Illinois EPA opened negotiations
with former and current owners and operators to perform various remedial
actions and investigations of the site. These negotiations resulted in
an Interim Consent Order (ICO) between the State of Illinois, Viacom International
Inc., Mobil Oil Corporation, and Horsehead Industries, Inc. This ICO was
entered in the Circuit Court for the Thirteenth Judicial Circuit Bureau
County, Illinois on November 6, 1995. The three companies have chosen
the name "DePue Group" to represent themselves as past and former owners
and/or operators of the site. The DePue Group has been fulfilling the
requirements of the ICO since it was entered in the Bureau County Circuit
Court. The site was proposed for listing on the NPL on April 1, 1997 and
was listed on the NPL on May 10 1999.
One requirement of the ICO was for the DePue Group to take measures to
reduce or preclude discharges of metals-contaminated groundwater to surface
waters of the state. These discharges were resulting in the deposition
of metals-contaminated sediments (precipitant) in the South Ditch area
of the site. The construction and operation of the Interim Water Treatment
Plant (IWTP) has substantially reduced the discharge of contaminated groundwater
to surface water.
Another requirement of the ICO was that the DePue Group completes an
expedited and focused RI/FS of the South Ditch and implement the selected
remedy for the metals-contaminated sediment. This proposed action is based
on the results of that RI/FS and a subsequent contractor proposal submitted
by the DePue Group.
SITE CHARACTERISTICS
The DePue Group was required by the ICO to conduct a detailed study (Remedial
Investigation or RI) of the South Ditch and the unnatural sediments identified
during past Illinois EPA investigations. Following the RI, the DePue Group
was obligated to perform an analysis of various actions (Feasibility Study
or FS) that could be taken to mitigate any risk presented by the unnatural
sediments.
The RI/FS was conducted between 1995 and 1997. The RI indicated that:
Approximately 8,000 cubic yards of unnatural sediment exist within the
study area, varying in depth from 2.6 to 6.8 feet and from 12 feet to
greater than 45 feet in width.
- The unnatural sediment contained elevated concentrations of metals,
compared to background samples collected at Turner Lake. The analytical
results are summarized in Table 1.
- Groundwater in portions of the South Ditch is upwelling, resulting
in groundwater discharges to the stream.
- The unnatural sediment is acutely toxic to specific test organisms,
- Beaver inhabits the area of the South Ditch.
- Sport and forage fish, great blue herons, egrets and waterfowl inhabit
DePue Lake, which receives discharges from the ditch, including wood
ducks, mallard ducks and Canada geese.
- Vegetation in the area of the South Ditch is sparse (i.e., stressed
or non-existent).
SCOPE AND ROLE OF THE ACTION
The proposed action is referred to as the South Ditch Interim Sediments
Action. It is an action intended to remediate the unnatural sediment identified
during the South Ditch Focused Remedial Investigation. The unnatural sediment
constitutes a principle threat waste, as defined in "A Guide to Principle
Threat and Low Level Threat Waste" (OSWER 9380.3-06FS, November 1991).
The determination that the unnatural sediment is a principle threat waste
is based on the human health and ecological screening risk assessment
results and the high-mobility potential of this source material. The interim
action discussed in this proposal will be followed by the Southeast Area
component of the comprehensive RI of the DePue New Jersey Zinc/Mobil Chemical
site. The comprehensive recovery of the plant site was started in 1999
and will ultimately be expanded to include to all properties, both on
and off-site, that might reasonably be expected to have been affected
by past plant site activities. Following completion of the comprehensive
RI, a final remedy (or remedies) for the entire site, including the Southeast
Area, will be proposed.
Table 1
Summary of Metals Analysis of Sediments |
| Metal |
South Ditch Minimum concentration (mg/kg) |
South Ditch Maximum Concentration (mg/kg) |
Turner Lake (Background) Average concentration (mg/kg) |
Ontario & British Columbia Provincial Guidelines (mg/kg)
LEL SEL |
Frequency that South Ditch Sediments Exceeded Sediment Guidelines |
| Arsenic |
7.8 |
82 |
8.1 |
6 |
33 |
13/13 (LEL) |
| Beryllium |
ND |
2.8 |
0.9 |
NA |
NA |
NA |
| Cadmium |
32.4 |
910 |
5.2 |
0.6 |
10 |
13/13 (LEL), 13/13 (SEL) |
| Chromium |
ND |
78.2 |
40.4 |
26 |
110 |
NA |
| Cobalt |
8.1 |
70.2 |
10 |
50 |
NA |
9/13 (LEL) |
| Copper |
144 |
97,700 |
41.2 |
16 |
110 |
13/13 (LEL), 13/13 (SEL) |
| Lead |
125 |
3,440 |
48.7 |
31 |
250 |
13/13 (LEL), 12/13 (SEL) |
| Manganese |
433 |
3,130 |
572 |
460 |
1,100 |
13/13 (LEL), 13/13 (SEL) |
| Mercury |
ND |
4.6 |
ND |
0.2 |
2.0 |
12/13 (LEL) |
| Nickel |
11.6 |
69.4 |
37.4 |
16 |
75 |
13/13 (LEL) |
| Selenium |
ND |
4.6 |
0.65 |
5 |
NA |
NA |
| Silver |
ND |
144 |
ND |
0.5 |
NA |
13/13 (LEL) |
| Vanadium |
5 |
38 |
26.5 |
NA |
NA |
NA |
| Zinc |
3,840 |
204,000 |
240 |
120 |
820 |
13/13 (LEL), 13/13 (SEL) |
ND - Not Detected NA - Not Applicable
or Not Available LEL - Lowest Effect Level Sel - Severe
Effect Level
The comparison against the Provincial Sediment Guidelines
was only done for samples in the top six inches of the sediment column.
The highest concentrations reported in this table (Cobalt, Lead, and
Mercury) were not evaluated against those guidelines because they were
found at depths of greater than six inches in the sediment column.
The Remedial Action Objectives for the South Ditch Interim Sediments
Action are to prevent further migration of South Ditch unnatural sediments
into DePue Lake and to limit exposure of potentially at-risk human and
ecological receptors (plants and animals). These objectives will be accomplished
by removing the unnatural sediment from the dynamic South Ditch setting,
stabilizing the unnatural sediment by physical and chemical treatment
and containing the unnatural sediment on site. The stabilized, unnatural
sediment will be held on site in a discreet containment unit until a final
remedy for much larger quantities of source material (the primary zinc
smelter slag pile is estimated to contain one million tons of material)
is selected. Through the use of removal and treatment technologies, this
interim action will permanently reduce the mobility and volume of the
unnatural sediment that constitutes the principle threat waste in the
South Ditch.
SUMMARY OF SITE RISK
As part of the RI/FS, the DePue Group, under the oversight of the Illinois
EPA, conducted a two-part, streamlined, qualitative-screening Risk Assessment.
The qualitative-screening Risk Assessment evaluated the risk presented
by the unnatural sediment to the potential child trespasser and the potential
future construction worker.
This qualitative-screening approach compared the maximum levels of contaminants
at the site to the screening values for contaminants of concern found
in the Illinois EPA's "Tiered Approach to Corrective Action Objectives"
(TACO, 35 Illinois Administrative Code 742), to determine if the unnatural
sediments warranted expedited remedial action.
While TACO is not an Applicable or Relevant and Appropriate Requirement
(ARAR) for NPL sites, it is a set of regulations To Be Considered (TBC)
and does provide "look up" tables of contaminant concentration information
sufficient for the purposes of the qualitative-screening risk assessment.
The tables contained in TACO present acceptable concentrations under various
exposure scenarios. These acceptable contaminant concentrations are individually
calculated using methodologies consistent with U.S. EPA's Risk Assessment
Guidance for Superfund (RAGS). The TACO tables are also consistent with
the available federal Soil Screening Levels (SSLs).
The qualitative risk assessment also evaluated the potential risk the
unnatural sediment may pose to indigenous flora and fauna inhabiting the
South Ditch. A quantitative Risk Assessment of the South Ditch, fully
consistent with RAGS, will be performed as part of the comprehensive site-wide
Remedial Investigation.
Human Health Risk
The qualitative Risk Assessment considered two pathways of exposure for
both the child trespasser and the construction worker scenarios: the inhalation
of dried unnatural sediment and the ingestion of the unnatural sediment.
The risk assessment did not consider the dermal (absorption through the
skin) pathway of exposure because the only contaminants evaluated during
the Focused South Ditch RI were metals that are not well absorbed through
the skin.
Residential land use was not evaluated during the screening risk assessment
because residential development would not reasonably be expected to occur
in the area (the South Ditch is fully within the annual flood plain of
DePue Lake and the Illinois River).
For the child trespasser scenario, the risk assessment used "Risked Based
Screening Concentrations" for each contaminant identified during the South
Ditch Focused RI. These concentrations were calculated by adjusting the
values published in TACO to consider that a six to twelve year old child
trespasser could reasonably be expected to play in the area of the South
Ditch approximately 4 hours per day, 50 days per year. The screening concentrations
for the construction worker scenario were those concentrations taken directly
from TACO without adjustment.
Based on the results of the RI, the qualitative Risk Assessment determined
that the contaminants of concern for the child trespasser scenario were
arsenic, copper and lead. The contaminants of concern for the construction
worker scenario were arsenic, cadmium, copper, lead and zinc.
U.S. EPA guidance (RAGS) considers two types of risk: cancer risk and
non-cancer risk. The likelihood of any kind of cancer resulting from a
Superfund site is generally expressed as a probability. For example, a
"1 in 1,000,000 increased chance" (expressed as 1 x 10-6).
In other words, for every 1,000,000 people that are exposed to the site
contaminants, one additional cancer case may occur. This cancer case is
in addition to the number of cancer cases normally expected in a population
of 1,000,000.
U.S. EPA considers risks between 1 x 10-6 and 1x10-4
(between 1 in a million and 1 in ten thousand) to be within the acceptable
range (i.e., the acceptable risk range). Illinois EPA considers risk of
1x10-6 a goal and evaluates risk greater than 1x10-6on
a site-by-site basis. In the child trespasser scenario, only arsenic exceeds
the cancer risk level of 1x10-6, presenting a potential
risk of 1.49x10-6.
For non-cancer health effects, U.S. EPA calculates a "hazard index" (HI).
This index is a comparison of the concentration present at the site and
the concentration below which non-cancer health effects are no longer
expected. For example, the highest arsenic concentration at the site is
82 parts per million. The concentration for arsenic below which no health
effect would be expected for a construction worker is 61 parts per million.
The hazard index is calculated by dividing 82 by 61, which equals 1.34.
Using this comparison, any contaminant at the site with a hazard index
greater than one is of some concern.
For non-cancer risk in the child trespasser scenario, copper exceeded
the hazard index of 1. For non-cancer risk calculations in the construction
worker scenario, arsenic, cadmium, copper and zinc exceeded the hazard
index of 1. The hazard index data for both the child trespasser and construction
worker scenarios are summarized in Table 2.
Lead concentrations exceeded the 400 mg/kg preliminary remediation goal
of the Office of Solid Waste and Emergency Response (OSWER) Directive
#9355.4-12 by a factor of 8.6 (3,440 mg/kg). While the OSWER Directive
value of 400 mg/kg for lead is a remediation goal for residential soils
and is not directly applicable to the South Ditch, the same 400 mg/kg
value for lead is used in TACO for all land-use scenarios and is the value
contained in the federal Soil Screening Levels (SSLs).
Table 2
Hazard Index Summary |
| Compound |
Maximum South Ditch Concentration mg/kg |
Concentration Where HI=1 Ingestion Pathway mg/kg |
Derived Hazard Index |
| Construction Worker Scenario |
| Arsenic |
82 |
61 |
1.34 |
| Cadmium |
910 |
200 |
4.55 |
| Copper |
97,700 |
8,200 |
11.9 |
| Zinc |
204,000 |
61,000 |
3.34 |
| Child Trespasser Scenario |
| Copper |
97,700 |
47,000 |
2.1 |
Ecological Risk
A screening ecological risk assessment was performed as part of the Focused
South Ditch RI Report. The assessment used a qualitative approach through
a combination of direct testing and review of available literature. The
Focused South Ditch RI summarizes available information on the effects
of metals on ecological receptors such as mammals, birds, reptiles and
amphibians, fish, invertebrates and plants. It also reports the results
of direct benthic organism surrogate testing. The south ditch sediment
metals concentrations were also compared to the Ontario and British Columbia
Provincial Guidelines for aquatic sediment quality (Ontario Sediment Guidelines).
These guidelines are widely accepted for ecological evaluations.
According to the RI, beaver frequent the South Ditch area and a number
of sport and forage fish inhabit DePue Lake, which receives the South
Ditch discharge. The lake is also a significant recreational resource
for the village of DePue.
A number of piscivorous (fish eating) birds and waterfowl also inhabit
DePue Lake. Illinois EPA staff has observed indications of raccoon, muskrat
and deer in the area of the South Ditch. This evidence included raccoon
tracks and open mussel shells (likely from raccoon feeding), deer tracks
in the mud flats adjacent to the South Ditch and visual sightings of muskrat
in a pond adjacent to the South Ditch. Great blue heron, great egrets,
bald eagles and white pelicans have also been seen feeding in DePue Lake
near the entry point of the South Ditch. An unidentified species of gar
has also been observed near the northern-most extent of the South Ditch.
In addition to the comparison of South Ditch sediments against published
sediment quality guidelines, direct testing of the survivability of surrogate
benthic organisms was conducted. Midge larvae (Cehironomus tentans)
and scud (Hyalella azteca) were selected as the surrogates, because
they live in the benthic environment (the top few inches of lake sediment).
Midge larvae and scud, or very similar species, would be expected to occur
in DePue Lake sediments and they are readily available for testing.
The results of the benthic organism surrogate testing indicated a 100
percent mortality rate, within four days, of scud exposed to South Ditch
sediments from all eight sample locations. 100 percent mortality within
four days was also reported for midge exposed to samples from seven of
the eight locations. The eighth location showed an 85 percent mortality
rate after four days for midge. These results indicate acute toxicity
of South Ditch sediment to the surrogate test organisms and a distinct
possibility that the sediment represents a significant threat to benthic
organisms likely to inhabit the area of the South Ditch. Numerous fish
species, great blue herons, egrets and certain other waterfowl rely on
these benthic organisms as food sources. In addition, some waterfowl,
(e.g., mallard ducks) are dabblers, and could ingest the contaminated
sediments.
Based on the risks identified in the qualitative human health risk assessment
and the screening ecological risk assessment, the alternatives and measures
identified in this Proposed Plan are necessary to protect public health
or welfare or the environment from actual or threatened releases of hazardous
substances into the environment. The reader is referred to the South Ditch
Focused RI Report for a complete discussion of the screening risk assessment
process and results.
REMEDIAL ACTION OBJECTIVES
The remedial action objectives identified for the South Ditch Sediments
Interim Action are to:
- Mitigate the potential for flood water and water discharges to the
South Ditch to mobilize the unnatural sediment;
- Mitigate the potential acute exposure risk to sensitive ecological
and human receptors via contact with the unnatural sediment;
- Mitigate the potential for the on-site trespasser; and
- Be compatible with future site-wide remedies.
The proposed action does not contain specific chemical targets for removal
of unnatural sediment from the South Ditch, but rather proposes to remove
the identified quantity of unnatural sediment from the dynamic ditch setting.
SUMMARY OF REMEDIAL ALTERNATIVES
The DePue Group prepared the draft South Ditch focused FS to identify
and evaluate a limited number of potential remedial alternatives to satisfy
the remedial action objectives established for this site.
The South Ditch FS presents four remedial action alternatives with three
sub-alternatives for review, all of which were carried forward through
full detailed analysis.
All the remedial alternatives include common elements of short and long-term
monitoring. The short-term monitoring would include:
- Health and safety monitoring to ensure that site workers are not
exposed to undue or unexpected risk; and
- Quality control monitoring to confirm the attainment of relevant
performance criteria.
Long-term monitoring would verify that the remedy performs as expected
over time and would allow timely maintenance of physical components of
the alternatives. All long-term monitoring referenced in this document
assumes a 30-year monitoring period, as did the draft South Ditch focused
FS. The DePue Group included a monitoring provision in the "No Action"
alternative, although monitoring is generally not considered in this alternative.
Illinois EPA does not oppose the monitoring provision.
All alternatives except Alternative 1 (Natural Recovery/No Action) include
common elements of institutional controls and certain surface-water control
measures. The institutional controls would include warning signs and limited
fencing. Additional institutional controls, such as deed restrictions,
are not necessary on a short-term basis, but may be appropriate in the
long term. Selection and implementation of long-term institutional controls
is deferred, pending selection of final remedies for the entire site.
Long-term institutional controls must be compatible with site-wide remedies.
All costs presented below are from the April 1997 draft FS and are in
1997 dollars. The costs have not been adjusted to 2002 dollars.
Alternative 1: Natural Recovery/No Action
This is the baseline condition required by the NCP for comparison purposes,
and assumes that no direct remedial measures would be implemented at the
site. This alternative relies solely on unaided natural recovery (natural
siltation) of the study area, but as developed by the DePue Group and
discussed above, does include both short-and long-term monitoring of the
study area.
Estimated Capitol Cost: $0
Estimated Annual O & M Cost: $21,665
Estimated Present Net Worth: $429,000
Estimated Months to Construct: 0
Estimated Time for Natural Recovery: 30 years
Alternative 2: Enhanced Natural Recovery with Influent Surface Water
Diversion
This alternative would involve construction of a series of check dams
across the study area, with surface-water control features to retain the
unnatural sediment within the study area and increase the natural deposition
of silt over the study area. Additionally, Alternative 2 would include
the common elements of monitoring and institutional controls.
Estimated Capitol Cost: $608,000
Estimated Annual O & M Cost: $28,662
Alternative 4A: Removal of Unnatural Sediment with Direct Use
Following failure to show progress on resolution of differences on the
South Ditch Focused FS, this alternative became unavailable. The unavailability
of this alternative was driven by a withdrawal of interest by the potential
user (a local high zinc and copper micro-nutrient fertilizer manufacturer).
Estimates not included: alternative unavailable.
Alternative 4B: Removal of Unnatural Sediment with On-Site Consolidation
This alternative involves the common elements discussed above with construction
of an Interim Containment Unit (ICU) for the physically- and chemically-stabilized
unnatural sediment, consistent with a Remedial Action Plan (RAP), as set
forth in 35 Illinois Administrative Code 703.300. The unnatural sediment
will be held in the on-site ICU, pending selection of final remedies to
be implemented at the plant site. The ICU would be constructed over an
area of contaminated soil and ground water, utilizing a recompacted clay
layer, a high-density polyethylene (HDPE) or similar liner and an aggregate
drainage layer as a liner under the stabilized sediment. The ICU would
be covered with a recompacted clay layer over the stabilized sediment,
with the clay cover layer designed to shed water away from the interior
of the ICU. This clay cover layer would be monitored to insure maintenance
of protectiveness. Any water collected in the aggregate drainage layer
would be periodically transferred to the existing Interim Water Treatment
Plant for treatment.
Estimated Capitol Cost: $1,677,000 1
Estimated Annual O & M Cost: $11,000
Estimated Present Net Worth: $1,895,000 1
Estimated Months to Construct: < 6 months
1 The above cost summary is taken from the
South Ditch Focused FS, which included dewatering in tanks and further
dewatering using a filter press at a capitol cost of $320,060. The alternative
has been modified in a proposal from the DePue Group that uses a consolidation
basin (decant pond) rather than tanks and a filter press. Some cost
reductions may result from these changes.
Alternative 4C: Removal of Unnatural Sediment with Off-Site Disposal
This alternative utilizes the common elements discussed previously and
would ship the stabilized unnatural sediment off-site for disposal at
a permitted, compliant, non-hazardous waste landfill. The reported cost
of this alternative also includes the potential cost reductions discussed
in alternative 4B above.
Estimated Capital Cost: $2,404,000
Estimated Annual O & M Cost: $0
Estimated Present Net Worth: $2,402,000
Estimated Months to Construct: < 6 months
Illinois EPA Proposal
Illinois EPA proposes Alternative 4B: Removal of Unnatural Sediment with
On-site Consolidation. Alternative 4-B would protect human health and
the environment, provide long-term protection and comply with state and
federal environmental regulations.
EVALUATION OF ALTERNATIVES
Nine evaluation criteria have been developed by U.S. EPA to address the
statutory requirements and the technical, cost and institutional considerations
for appropriate remedial actions at Superfund Sites. These nine criteria
are described below. Table 3 compares the alternatives of this Proposed
Plan to the nine criteria.
Overall Protection of Human Health and the Environment addresses
whether or not the remedy provides adequate protection and describes how
risks are eliminated, reduced or controlled through treatment, engineering
controls or institutional controls.
Compliance with Applicable or Relevant and Appropriate Requirements
(ARARs) addresses whether or not the remedy will meet all of the applicable
or relevant and appropriate requirements of other state and federal environmental
statutes or provide grounds for invoking a waiver.
Long-term Effectiveness and Permanence refers to the ability of
a remedy to maintain reliable protection of human health and the environment
over time, once cleanup goals have been met.
Reduction of Toxicity, Mobility or Volume Through Treatment is
the anticipated performance of the treatment technologies a remedy may
employ.
Short-term Effectiveness involves the period of time needed to
achieve protection and any adverse impacts on human health and the environment
that may be posed during the construction and implementation period until
cleanup goals are achieved.
Implementability is the technical and administrative feasibility
of a remedy, including the availability of goods and services needed to
implement the chosen solution.
Cost includes capital and operation and maintenance costs.
Support Agency Acceptance indicates whether, based on its review
of the Remedial Investigation / Feasibility Study (RI/FS) and Proposed
Plan, the support agency concurs, opposes or has no comment on the proposed
alternative. In this case, the support agency is U.S.EPA.
Community Acceptance addresses the public's comments on and concerns
about the Proposed Plan and the FS Report. The specific responses to public
comments will be addressed in the Responsiveness Summary attached to the
Record of Decision.
Table 3
Summary of Evaluation of Each Alternative Against the Nine Criteria |
| Evaluation Criteria |
Alternative 1 Natural Recovery / No Action |
Alternative 2 Enhanced Natural Recovery with Surface Water Diversion |
Alternative 3 Above Grade Cap |
Alternative 4B Removal with On-Site Consolidation |
Alternative 4C Removal with Off-Site Disposal |
| Overall Protection of Human Health and the Environment |
 |
 |
 |
 |
 |
| Compliance with ARARs |
1 |
1 |
1 |
 |
 |
| Long Term Effectiveness and Permanence |
 |
 |
 |
 |
 |
| Reduction in Toxicity, Mobility, or Volume through
Treatment |
 |
 |
 |
 |
 |
| Short-term Effectiveness |
 |
 |
 |
 |
 |
| Implementability |
 |
 |
 |
 |
 |
| Cost |
$429,000 2 |
$1,176,000 2 |
$1,387,000 2 |
$1,895,000 2 |
$2,402,000 2 |
| Support Agency Acceptance |
The USEPA has reviewed the components of Alternative
4-B and supports its acceptance as the recommended alternative pending
review of public comments. |
| Community Acceptance |
Community acceptance of the recommended alternative
will be evaluated after the public comment period. |
Fully
Meets Criteria; Partially
Meets Criteria; Does
Not Meet Criteria
1Alternatives 1, 2 & 3 were carried through
the detailed analysis, in this Proposed Plan summary, only in consideration
of U.S. EPA's OSWER Directive 9200.0-36. These three alternatives would
typically be rejected because of their failure to meet the threshold
criteria of Compliance with ARARs.
2 The cost information presented here is
from the 1997 FS and has not been adjusted for inflation or other factors.
Based on the information currently available, Illinois EPA believes the
proposed Alternative 4B meets the threshold criteria and provides the
best balance of tradeoffs among the other alternatives, with respect to
the balancing and modifying criteria. Illinois EPA expects the Proposed
Alternative to satisfy the following statutory requirements of Section
121(b) of CERCLA:
- Be protective of human health and the environment;
- Comply with ARARs;
- Be cost-effective;
- Utilize permanent solutions and alternative treatment technologies
or resource recovery technologies to the maximum extent practicable;
and
- Satisfy the preference for treatment as a principle element by chemical
stabilization of the metals in the sediment prior to placement in the
interim storage cell.
For Additional Information
Repository and future administrative record file location: The project
repository, which contains the Phase 1 investigation work plan and other project
documents, is located in the Selby Township Library in DePue. The local location
for the administrative record file will also be at the Selby Township Library.
The administrative record is a file of documents upon which site decisions about
remedies will be based.
Contacts: If you have questions about the project you may contact:
Kurt Neibergall
Office of Community Relations
Illinois EPA
1021 N. Grand Ave. E.
Box 19276
Springfield, Illinois 62794-9276
Phone: (217) 785-3819 |
Richard Lange
Project Manager
Illinois EPA
1021 N. Grand Ave. E.
Box 19276
Springfield, Illinois 62794-9276
Phone: 815/223-6836 |
|