PB96-963804
                                 EPA/ROD/R02-96/271
                                 October 1996
EPA  Superfund
       Record of Decision:
       Hercules Inc., (Gibbstown Plant),
       Solid Waste Disposal Area, Operable Unit 3,
       Greenwich Township, Gloucester County, NJ
       1/22/1996

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SUPERFUND RECORD OF DECISION

    HERCULES INCORPORATED
     GREENWICH TOWNSHIP
      GLOUCESTER COUNTY
          NEW JERSEY
    Prepared by: NJ Department of
       Environmental Protection
       Site Remediation Program
   Bureau of Federal Case Management

           JANUARY 1996

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                           HERCULES INCORPORATED SITE
                               RECORD OF DECISION

                               TABLE OF CONTENTS
DECLARATION STATEMENT.
DECISION SUMMARY.
  1. Site Description	3
  2 . Site History	3
  3 . Ongoing or Completed Remedial Actions	4
  4. Site Characteristics	4
  5 . Highlights of Community Participation	6
  6 . Summary of Site Risk	7
  7 . Summary of Remedial Alternatives	LO
  8 . Summary of Comparative Analysis of Alternatives	12
  9. Selected Remedy	18
 10. Statutory Determinations	:	19
 11. Documentation of Significant Changes	20

GLOSSARY	 . 20

RESPONSIVENESS SUMMARY	24

  APPENDIXES
  FIGURES

  Figure 1
  Figure 2
  Figure 3

  Figure 4

  Figure 5

  Figure 6


  TABLES

  Table 1
  Table 2
  Table 3

  Table 4
  Table 5
Hercules Site Map
Map of the Solid Waste Disposal Area
Schematic Cross Section of Existing Conditions at the Solid
Waste Disposal Area
Conceptual Plan Engineered Soil Cap for the Solid Waste
Disposal Area
Schematic Cross Section Engineered Cap for the Solid Waste
Disposal Area
Hercules Ground Water Monitoring Well Network for the Solid
Waste Disposal Area
Administrative Record Index
Criteria "To Be Considered"
Location-Specific Applicable or Relevant and Appropriate
Requirements
Summary of Detailed Evaluation of Remedial Alternatives
Contaminants of Concern/Media of Concern

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               DECLARATION STATEMENT FOR THE RECORD OF DECISION
               SOLID WASTE DISPOSAL AREA (SWDA) - OPERABLE UNIT 3
                           HERCULES INCORPORATED SITE
Site Name and Location

Hercules Incorporated Site
Solid Waste Disposal Area  (SWDA)-Operable Unit 3
Greenwich Township, Gloucester County, New Jersey

Statement of Basis and Purpose

This decision document presents the selected remedial action for the Solid Waste
Disposal Area  (SWDA)  -  Operable -Unit 3, Hercules  Incorporated, Higgins  Plant
(hereinafter Hercules site or site), in Greenwich Township, Gloucester County,  New
Jersey, which was chosen  in  accordance with the requirements of the Comprehensive
Environmental Response,  Compensation, and  Liability Act of  1980  (CERCLA),  as
amended by  the  Superfund Amendments and Reauthorization  Act  of 1986  (SARA)  42
U.S.C.  &9611  et. seq.,  and,  to the  extent  practicable,  the  National Oil  and
Hazardous Substances Pollution Contingency Plan (NCP), 40 CFR  Part  300 et. seq.
The  New Jersey  Department  of Environmental  Protection  (NJDEP  or  Department)
maintains an Administrative Record at the  NJDEP Information Resource Center  in
Trenton and at the Gibbstown Public Library.  Detailed in Section 5  herein,  the
Administrative Record Index contains a listing of the documents which formed  the
basis of  the Department's  selection  of  the  remedy.   This  decision document
explains the factual and legal basis for selecting the remedy at the site.

Assessment of the Site

Actual or threatened  releases of  hazardous  substances  from this  site,  if  not
addressed by the  selected remedial alternative or one of the other  active measures
considered,  may present a current or potential threat to public health, welfare
or the environment.

Description of the Selected Remedy

The Record of Decision (ROD) addresses all contaminated media at the  SWDA portion
of the site including soil  and ground  water.  The  selected remedy is a modified
version of  the "In-Place  Containment" remedy of the Proposed Plan.

The major components of the selected remedy are:

   o  Screening  and collection for  recycling of lead  fragments  from within the
      SWDA.

   o  Consolidation of tar  material and miscellaneous solid wastes under an im-
      permeable  cap. The  impermeable cap will  include a protective sub-layer and
      an impermeable synthetic liner beneath two feet of clean  soil and an upper
      vegetative layer.

   o  Implementation .of engineering and institutional controls such as fencing
      and environmental use restrictions.

   o  Establishment of a  Classification Exception Area (CEA) for ground water
      underneath and surrounding  the SWDA.   This will include annual evaluation
      of ground  water  quality  by  the Department.   An evaluation will determine
      whether  the remedy  achieves  federal Maximum  Contaminant  Levels (MCLs)
      as well  as New Jersey Ground  Water  Quality  Standards (NJGWQS).

   o  Filling  of the North  Ditch with a 24-inch layer of  clean imported soil.

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    o   Compensation/mitigation for natural  resource damages.


 Declaration of  Statutory Determinations

 The selected remedy is  protective of human health and the environment, complies
 with  Federal and State  requirements  that are legally applicable or relevant and
 appropriate to the remedial action, and is  cost effective.  The selection of this
 remedy considered permanent  solutions and  alternative  treatment  (or resource
 recovery) technologies to the  maximum extent possible, and satisfies the statutory
 preference  for remedies that employ treatment that  reduces toxicity, mobility, or
 volume as their  principal element.

 This  remedy will result in hazardous substances remaining on-site  above health
 based levels.   Therefore,  a review will  need to  be conducted pursuant to CERCLA
 every 5 years to ensure that the remedy continues to provide  adequate protection
 of  human health  and  the  environment.
                                              Date
                rrcr-x
'Assistant Commissioner
Site Remediation Program

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                              DECISION SUMMARY


                   Decision  Summary  for  the  Record of Decision
                              Hercules,  Inc.  Site
                   Solid Waste Disposal Area (SWDA)-Operable Unit 3
                             Gibbstown,  New Jersey


 1.   SITE DESCRIPTION

 The  Hercules site is located at  the end of  North  Market Street in Gibbstown,
 Greenwich  Township,  Gloucester  County,  New  Jersey.    The  site  consists  of
 approximately 350  acres and is bounded by the Delaware  River to the  north, Mobil
 Oil  Corporation's  (Mobil)  petroleum refinery  to  the  east, the  community  of
 Gibbstown  to the  south,  and E.I.  du  Pont de  Nemours Incorporated's  (DuPont)
 manufacturing plant to the  west. The  site is  approximately one  mile  west  of
 Interstate 295.   Clonmell Creek, a tributary of the Delaware River,  runs northwest
 through the  middle of the  site.  The site consists  of developed and undeveloped
 uplands with swampy inner lowland areas extending between  Clonmell Creek and the
 Delaware River.

 Hercules' manufacturing facilities cover approximately 40% of the southern portion
 of the  site.  The SWDA,  which is  the subject  of this Record of Decision (ROD),
 consists  of  approximately  4  acres   and  is   situated  between  the  plant's
 manufacturing facilities and a levee which runs along the Delaware River (Delaware
 River levee) to the north.   Ground surface elevations range  from a maximum of 18
 feet above mean sea level (msl) at the  southern end of the site to a minimum of
 2 feet above msl at the northern end of the site adjacent  to  the Delaware River.

 The  Hercules site is located within the Atlantic  Coastal  Plain Physiographic
 Province.  This geologic province is characterized by the  presence of a sequence
 of thick  unconsolidated sand,  silt, gravel and  clay.   The major stratigraphic
 units present in the area are from oldest to youngest:  Pre-Cambrian Age (greater
 than 600 million  years)  crystalline basement  rocks,  deposits of  Cretaceous Age
 (135-60 million  years old)  Potomac-Raritan-Magothy Formation, Pleistocene Age
 (500,000 to 11,000 years old) deposits of the Trenton Gravel (formerly referred
 to as the Cape May Formation), and Holocene (11,000 years old to present) alluvial
 deposits on  the Delaware River  floodplain.  The  geology underlying the  SWDA
 consists of the surficial Peat/Clay and underlying  Sand unit.

 The Hercules property north of Clonmell Creek, including the  SWDA, is within the
 100 year floodplain of  the  Delaware River.  The SWDA proper is classified  as a
 disturbed old field forested upland.   The SWDA  is  composed of  two tar disposal.
 areas with intermingled solid wastes which are transected by  a dirt access road.
 The Delaware River levee separates the  SWDA and  the Delaware River.  A prominent
 swale located north of  the  SWDA and at  the base of  the Delaware  River levee  is
 referred to as the North Ditch.  A remnant of a manmade  system of ditches used to
 convert wetlands to farmland during, the  1940s, the North  Ditch has been determined
 to be a closed system with no inlet or outlet.


 2.    SITE HISTORY

 In 1952, the  Hercules  Powder Company obtained the area which encompasses the SWDA
 from DuPont.   Historical aerial photographs reveal  that tars present within the
 SWDA were placed there prior to Hercules' purchase  of the property.  Reportedly,
 tars generated by aniline production at the DuPont  facility were  transported  by
 rail car and tank trucks and disposed of in the SWDA.   Lead fragments from  lead
troughs and tubs were  also reportedly disposed of in this area. From 1955 to 1974 .
Hercules used the  SWDA  to  dispose of mixed waste materials  from manufacturing
processes at  the Gibbstown Plant.  According to plant personnel, a road was built
to accommodate dump trucks  travelling  to and from the  main  plant  to  the  SWDA.

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This road was also used for the maintenance of the plant's waste water treatment
discharge line.  Waste disposal ended in 1974 and the  area has remained inactive
since that time.

A  report  entitled "Water Quality Data  for the Potomac-Raritan-Magothy Aquifer
System, Trenton to Pennsville,  New Jersey,  1980"  was released  in  1981  which
documented  volatile  organic   (benzene)  ground  water  contamination found  in
production well 4 (PW4) at Hercules.  In December 1982,  as a consequence of this
investigation  and the existence of  tar pits  and  disposal areas  located in the
northern portion  of  the plant property (the  SWDA), Hercules  was  listed on the
National  Priorities   List   (NPL).   In  1983,   Hercules   initiated  Remedial
Investigations  and  Feasibility Studies  (RI/FS) for the entire  site.   In 1984,
Hercules commenced contaminated ground water recovery, treatment,  and disposal for
the main plant.

In July 1986, Hercules entered into an Administrative Consent Order  (AGO) with the
NJDEP. The AGO required Hercules to continue  operation of  its  existing ground
water treatment system and to  investigate all other areas of concern at the site.
Initial investigations identified the SWDA as separate and distinct  from all other
areas  of  the  site.    Therefore, Hercules  conducted  a  separate   and  distinct
investigation of the SWDA.  This Record of Decision (ROD)  will address the SWDA
of the Hercules site.


3.   ONGOING  OR COMPLETED  REMEDIAL PROGRAMS

As with many Superfund sites,  the problems at the Hercules site are complex.  As
a  result, NJDEP has  currently organized the  remedial  work  into three  operable
units. These units consist of  contaminated ground water, on-site soils,  and the
SWDA.  In 1984, as an interim  measure, Hercules commenced recovery and treatment
of contaminated ground water  from the main plant  portion  of  the site.   On-site
soils are currently  being investigated  as contaminated soils appear to  be the
source of much of the ground water contamination and are a direct contact threat
to site workers. The third operable  unit is the SWDA. The selected  remedy for the
SWDA is a modified version  of  the In-Place Containment remedy presented in the
Proposed Plan.   This  remedy will include maintenance  and upgrading  of  control
measures,  the implementation of environmental use restrictions, creation of a CEA,
and ground water monitoring.

The SWDA  has  undergone three  phases of remedial  investigation.   Phase  I  was
initiated in May 1987  and was conducted over a one year period.  Phase I included
historical research concerning disposal practices and delineation of the SWDA,  as
well as soil and ground water  sampling.

Phase  II,  implemented  iij  1989,  intended  to further  define the -extent  and
distribution of wastes,  determine  the characteristics  of  the tar  and  other
materials disposed of  in  the  SWDA,  further address the presence  or  absence  of
possible contamination in the  soils  and ground water  surrounding  the SWDA,  and
identify any relationships between waste and ground water in the SWDA.  Phase  II
also  provided  additional  information  with  respect  to  areal   extent   of
contamination,  amount  of contamination,  and disposition of the tar.  Additionally,
Phase II confirmed that ground water flow is predominately south toward the main
part of the  plant and fluctuates with tidal  conditions  in the Delaware River.

Phase III was  initiated in 1993  in order to  collect  additional  miscellaneous
information and data which was needed to further delineate contamination found in
the SWDA.   This information would ultimately be used  in order to determine  an
appropriate remedy based upon  the areas  of concern which comprise  the SWDA.


4.     SITE CHARACTERISTICS

The media of concern within the SWDA are described below:

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       TAR MATERIAL

The  tar  pits in the SWDA are  estimated  to cover a total area  of  approximately
158,600  square  feet,  including both exposed tars and tars covered by  the solid
waste  materials.   The  tar  material  is  a  distillation by-product  from  the.
purification of  aniline and  contains  diphenylamine,   N-nitrosodiphenylamine,
benzidine, aniline^ phenols and metals.   The  thickness of the tar is  believed to
be  varying,  with  an  average  thickness  of 3 feet.    Samples of  the  tar  were
collected from' the SWDA in order to quantify the physical characteristics of the
tar  for an  engineering  evaluation of  capping options.   The  data  collected
confirmed observations taken in the field that the tar can resist some loading at
low  temperatures, but at  elevated  temperatures  the tar has minimal load  bearing
capacity.    The  tar   in its  pure state  (aniline  still  bottoms)  has  been
characterized as  a  heavy liquid displaying characteristics similar  to those of
No.6 fuel oil.  At cold  temperatures, typical of winter  conditions,  the  exposed
tar  becomes  rigid and has the  capacity to  carry significant loads  (e.g.,  it can
be walked on with little  or no deformation).  It is known  that the tar  material,
at temperatures existing  beneath ground  surface has sufficient  bearing capacity
to support  the  weight of the  solid waste  because the tar  is overlain  in  many
places by as much as 4 to 6 feet of  solid  waste.  The bearing capacity  or strength
of the tar  is  believed to result  from 'a combination  of  its high viscosity  and
confined in-situ state.

       .. SOILS

Soils  underlying the tar  contain   benzo(a)pyrene, diphenylamine,  phenols,  and
metals  in  low levels.   Benzo(a)pyrene  at  830  ug/kg was  the only  constituent
exceeding the NJDEP Soil Cleanup Criteria.   Lead was  the  only  metal found in the
form of solid fragments within the  SWDA.  This lead is  leachable  and  exceeds  the
TCLP  leachate  standard  of  5  mg/L.   Pesticides  found  in  the soil  were  not
manufactured by Hercules and are considered generic to the region.

      MISCELLANEOUS SOLID WASTES

Based on the Phase III RI Report, the miscellaneous solid waste  piles within  the
SWDA contain plant process wastes  and inert construction debris  including waste
scrap material,  spent alkylation catalyst,  cumic acid,  sodium  thiocyanate filter
cake, DALPAC (butylated  hydroxy toluene,  BHT)  and  off-specification materials
contaminated with  toluene,  phenol,  p-cresol, di-tertiary butyl p-cresol,  di-
methylbenzyl alcohol,  and dicumyl peroxide.  These wastes cover an area  of 93,650
square feet and  are unaffected  by volume change due to material degradation.   The
physical behavior of these wastes  seems  fairly consistent throughout the waste
mass, yet the mass is highly heterogeneous and varying in thickness.

      GROUND WATER

As mentioned previously,  in  1984  Hercules  implemented a ground water recovery
system  to control off-site  migration of  contaminated ground water from the main
portion of the plant.  In 1991 as  part of  this  system,  an expanded waste water
treatment plant began operations.   Migration  of chemical compounds to the upper
portion of the Potomac-Raritan-Magothy  (PRM)  aquifer  is impeded beneath the  SWDA
where the peat/clay layering is present.  No chemical compounds were  detected in
the lower portion of the  PRM aquifer above current NJGWQS.  The Phase  II study of
the SWDA confirmed that ground water flow is predominately  south  toward the main
part of the  plant  and fluctuates  with tidal  conditions  in the Delaware River.
There is  also a slight net downward  vertical hydraulic gradient in the  water table
due to heavy ground water usage in  the  surrounding area.  The  final Phase III  RI
Report for the SWDA  related  ground water  flow  to tidal  activity,  stating that
ground water flow is influenced by  tidal activity, precipitation, surface water
runoff and  leakage from  the  Delaware River  levee.    Ground water  quality  is
influenced by the slight exceedances of volatile organic compound  (VOC) standards
in the immediate  vicinity of the solid waste and tar pits  (specifically MW-13  and
MW-40  see  Figure  5).  These  exceedances  are  not  detected  in down  gradient

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monitoring wells.   Total  lead and total chromium detections  (unfiltered  sample
analysis) in MW-41,  MW-42,  MW-43 exceeded the current NJGWQS (see Figure 6).  The
primary  constituents of  concern  are  toluene,  cumene,  benzene,  2,4  and  2,6
dinitrotoluene, arsenic, lead, nickel,  and  zinc.   Dissolved phase constituents
were not detected in monitoring wells near the Delaware River.

      SURFACE WATER

Concentrations of aluminum, lead,  zinc and DDT detected in surface water from the
North Ditch exceeded the Federal Ambient Water Quality Criteria.   Since  the ditch
represents a  closed system, the  constituents  found in the North Ditch do not
migrate out of the ditch.

      SEDIMENTS

Concentrations of cumene, diphenylamine, phenols, PAHs, PCBs, and pesticides were
detected in North Ditch sediments exceeding NOAA Criteria. The sediments do not
appear to impact ground water  quality  as  evidenced by monitoring wells located
between the SWDA and the North Ditch.

      AIR QUALITY

Results of air sampling indicate that VOCs are not being released from the SWDA
under ambient conditions.   Thus, no contaminant transport  mechanisms via air were
detected.

5.    HIGHLIGHTS OF  COMMUNITY PARTICIPATION

The RI/FS Report and the Proposed Plan for the SWDA were released to the public
for comment on July 27, 1994.  These two documents in addition to the documents
detailed below were made available to the public in both the administrative record
and information repositories maintained at the NJDEP Information Resource Center,
at the Gibbstown Public Library and at the  Greenwich Township Municipal Building.
The notice of availability for these two documents was published in the Gloucester
County Times on July 27, 1994.  A  public comment period on the Proposed Plan was
held from July 27, 1994 to  August  25,  1994.   In  addition,  a public meeting was
held on August 10, 1994.   At  this meeting,  representatives  from NJDEP answered
questions about problems  at  the  site  and  the  remedial  alternatives  under
consideration."  A response to the comments received during this  period is included
in the Responsiveness Summary, which is part of this ROD.

The documents listed  below which comprise the Administrative Record for this ROD,
were made available to the public for review:

      o  Administrative Consent Order entered into between Hercules
         and NJDEP;   Paragraph 34 requires Hercules investigation of
         the Solid Waste Disposal Area (July 1986)
      o  Phase I Work Plan (September 1986)
      o  Results of Phase  I Investigation  of the Solid Waste Disposal
         Area (March 1988)
      o  Addendum to Results of Phase I Investigation (September 1988)
      o  Phase II Investigation Scope of Work (September  1988)
      o  Phase II Supplemental Investigation Scope of Work (February  1989)
      o  Phase II Remedial Investigation Results,  Solid Waste  Disposal
         Area,  Higgins Plant (June 1989)
      o  Phase II Addendum, Hercules Plant (June 1990)
      d  Phase III Remedial Investigation  Work .Plan and Quality  Assurance
         Project Plan,  QAPP (April 1992)
      o  Response to Comments on Phase III Remedial Investigation Work  Plan
         (June 1992)
      o  Revised QAPP for  the Solid Waste  Disposal Area Remedial Investigation
         (June 1992)
      o  Revised Table 4-1 of the QAPP (July 1992)
      o  Analytical Method for Differentiation of Diphenylamine/Nitro-

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          sodiphenylamine  in QAPP  (August  1992)

      o   Phase  III Remedial Investigation,  Solid Waste Disposal Area  (February
          1993) .
      o   NJDEP  Approval of Remedial  Investigation Activities  (May  1993)
      o   Final  Revised Feasibility Study  (October 1993)
      o   Revised Risk Assessment  (December  1993)


 6.    SUMMARY OP SITE  RISK

 Based upon  the results of the RI, a baseline risk assessment was conducted  to
 estimate  the risks  associated  with  current  and  future site  conditions.   The
 baseline  risk assessment  estimates the human health  and ecological risk  which
 could result from the contamination at  the site if no remedial action were taken.
 Site risks  are  expressed  in  exponential terms when'estimating the cancer  risk.
 For example,  1  x 10"6 excess  cancer risk estimate means that  a  person exposed  to
 contaminants  in the  SWDA would experience  a  one  in  one-million excess risk  of
 developing  cancer over their lifetime.  Risk of health effects  other than cancer
 are expressed in terms of  a calculated  Hazard  Index.  A Hazard Index greater than
 one  (1.0) for an individual  exposed  to site contaminants in a specified manner
 over a lifetime would indicate a potential for health  effects other than cancer.

 Human Health  Risk Assessment

 The conservative estimate of reasonable maximum human exposure is  evaluated.  A
 four-step process is utilized for assessing site-related human health risks for
 a reasonable  maximum exposure  scenario:  Hazard Identification—identifies the
 contaminants  of  concern at the  site  based on several  factors such as toxicity,
 frequency of  occurrence, and concentration.   Exposure Assessment—estimates the
 magnitude of actual and/or potential  human exposures,  the frequency and duration
 of these exposures, and the pathways (e.g., ingesting contaminated well-water) by
 which humans are potentially exposed.  Toxicity Assessment— determines the  types
 of adverse health effects associated with chemical exposures,  and the relationship
 between magnitude of  exposure (dose)  and severity of adverse effects (response).
 Risk Characterization—  summarizes  and combines outputs  of the  exposure and
 toxicity  assessments  to  provide a quantitative  (e.g.,  one-in-a-million excess
 cancer risk) assessment of site-related risks.

 Reference doses  (RfDs) have been developed by EPA for estimating excess adverse
 health effects  from  exposure to chemicals  exhibiting noncarcinogenic effects.
 RfDs, which are expressed in  units of mg/kg-day, are estimates of lifetime  daily
 exposure levels for humans,  including sensitive individuals, that are not likely
 to be without an appreciable risk of adverse  health effects.   Estimated intakes
 of chemicals  from environmental media  (e.g.,  the  amount  of  a chemical ingested
 from contaminated drinking water) can be compared to the RfD.  RfDs are derived
 from human epidemiological studies or animal studies to which uncertainty factors
 have been applied (e.g., to account for the use of  animal  data to predict effects
 on humans).   These  uncertainty  factors  help  ensure that  the  RfDs will not
 underestimate the potential for adverse noncarcinogenic effects to occur.

 Cancer potency factors (CPFs) have been  developed by EPA's Carcinogenic Assessment
Group for estimating  excess  lifetime cancer  risks associated• with exposure to
potentially carcinogenic chemicals.  CPFs,  which are expressed in units of (mg/kg-
 day)"1,  are  multiplied by  the  estimated  intake  of  a potential  carcinogen,  in
mg/kg-day, to provide an  upper-bound  estimate  of the excess lifetime cancer risk
 associated with exposure at that intake level.  The term^ "upper bound" reflects
the conservative estimate  of  the risks calculated from'the  CPF.  Use  of  this
 approach makes underestimation of the actual cancer risk highly unlikely.  Cancer
potency factors are derived from the  results of human epidemiological studies or
 chronic animal bioassays to which animal-to-human extrapolation and uncertainty
 factors have been applied.

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Excess lifetime cancer risks are determined by multiplying the intake level with
the  cancer potency factor.   These risks  are  probabilities that are  generally
expressed  in scientific notation  (e.g.,   1x10"* or 1E-6).   An excess  lifetime
cancer risk  of  IxlO"6 indicates that, as a plausible upper  bound, an individual
has  a one  in one million chance of developing cancer as a result of  site-related
exposure to  a carcinogen  over  a 70-year  lifetime  under the specific  exposure
conditions at a sitee.

Potential  for noncarcinogenic effects from a single contaminant in a single medium
is expressed  as the  hazard quotient (HQ)   (or the ratio of  the  estimated  intake
derived from the contaminant concentration  in a given medium to the contaminant's
reference dose).  By  adding the HQs for all  contaminants within a medium or across
all media to which a  given  population may reasonably be exposed,  the  Hazard Index
(HI) can be generated.  The HI provides a useful reference point for gauging the
potential  significance of  multiple  contaminant  exposures  within a single  medium
or across  media.

The baseline risk assessment began  with selecting contaminants  of concern which
would be representative of  site  risks  (see Table 5).  These contaminants included
benzene, cumene, 2,4-dinitrotoluene, 2,6-dinitrotoluene,  diphenylamine,  arsenic,
benzidine, chromium,  benzo(a)pyrene,  and  mercury.    Three  of the contaminants,
arsenic, benzene,  and benzidine, are known to cause cancer in  laboratory animals
and are known to be human  carcinogens.

The baseline risk  assessment  evaluated the health effects which could potentially
result from exposure to contamination as a result of dermal contact,  ground water
ingestion, inhalation of released chemicals and incidental inhalation of soil and
waste.  The potentially affected population consists of an occasional  employee and
adult trespasser.   Younger children were not considered part of the  potentially
exposed population due to the limited access and terrain in the immediate vicinity
of the SWDA.

Under the  hypothetical  ground water use conditions, employees  at  the  Hercules
facility represented  the  potentially  affected  population.   Exposure  pathways
evaluated are:  a)  inhalation of VOCs  and skin contact with and ingestion of com-
pounds detected in ground  water  at  the  source  area;   b)   skin contact  with  and
incidental ingestion  of surface soil  and  tar;  and  c)    skin  contact  with  and
incidental ingestion  of surface water and sediments  at the North  Ditch.   In-
halation was not considered an exposure pathway as VOCs generally have  not  been
detected in tar and  surface  soil samples,  and field screening instruments  used
during intrusive  sampling  events did not detect VOCs.   The possibility of  the
above exposures  actually occurring is remote as the area is virtually  inaccessible
to the public and  the  majority of plant employees.  Access to the SWDA is limited
to a few personnel at the  plant who have keys to the locked gate separating  the
SWDA waste from  the main plant portion of the site.  There is a remote possibility
that the occasional trespasser walking along the Delaware River levee  could  access
the area.   There are no plans to  develop or expand current .plant operations  in the
immediate vicinity of the SWDA.

Summary of Health Risks

The results of the baseline risk assessment indicate that the tar and tar/soils
at the site pose an unacceptable risk  to human health.  The  maximum carcinogenic
risk is associated with  direct  exposure to tar and tar/soils.   The risk for a
worker or adult  trespasser  is estimated to be 8xlO"3.  This risk number means that
an individual exposed  to the contaminants with the frequency and duration outlined
in this scenario would experience an 8  in 1,000 excess risk of developing cancer.
Benzidine  is  the  chemical of  concern which  is primarily  responsible  for  the
potential risk associated with tar exposure.

The Hazard  Index, which reflects noncarcinogenic  effects for a human receptor,  was
estimated to be 0.57  for all media  combined.   The Hazard Index does not exceed
1.0, indicating that  non-carcinogenic health effects are not  of concern at  the
site.  Current federal guidelines for acceptable exposures  are a maximum health

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Hazard  Index equal to 1.0 and an individual lifetime excess carcinogenic risk in
the range of 10'* to 10~°.  The State of New  Jersey has developed remedial criteria
based on the risk level of 1 x 1CT6 for carcinogens and a Hazard Index of 1.0 for
noncarcinogens.

As  discussed previously, ground  water quality has  exhibited elevated  concen-
trations of VOCs  in the immediate vicinity of  the SWDA.   However, there  is  no
evidence that  VOCs  have migrated to  down  gradient monitoring wells.  Thus  VOC
exceedances have not been determined  to pose  a  threat to  local potable wells  or
to the  Delaware River.   Additionally,  the  selected alternative will  establish a
CEA pursuant to the NJGWQS N.J.A.C.  7:9-6 et sea, for ground water underneath and
surrounding the  SWDA which will  restrict  the use of ground water for  potable
purposes.

Actual  or  threatened releases of  hazardous  substances  from  this site,  if  not
addressed  by the  selected alternative  or one of  the  other  active measures
considered, may present  a current or  potential  threat to  public  health,  welfare
or the  environment.

Ecological  Risk Assessment

The reasonable maximum environmental exposure  is evaluated.   A four-step  process
is utilized for assessing site-related ecological  risks  for  a reasonable  maximum
exposure scenario: Problem Formulation— a  qualitative evaluation of contaminant
release,  migration,  and  fate;   identification  of  contaminants of  concern,
receptors,  exposure pathways, and known ecological effects of the contaminants;
and selection of endpoints for further study.  Exposure Assessment—a quantitative
evaluation  of  contaminant  release,   migration, and fate;  characterization  of
exposure pathways and receptors;  and measurement or estimation of exposure  point
concentrations. Ecological Effects Assessment—literature  reviews, field studies,
and toxicity tests, linking contaminant concentrations to effects on ecological
receptors.  Risk Characterization—measurement or  estimation of both current and
future  adverse effects.

The ecological risk assessment began with evaluating  the contaminants associated
with the site  in  conjunction  with the site-specific biological  species/habitat
information.   Direct exposure to  the tar/soils  and tar pits within  the SWDA
represents  the  dominant pathway of  site-related contaminants  to terrestrial
wildlife that frequent or inhabit the SWDA.  The major transport mechanism of site
contaminants to the aquatic communities within the common reed wetland  and the
North Ditch appears to be from runoff and overland  flow  from  the  SWDA.  Exposure
to the sediment and  surface water represents the dominant pathway  of contaminants
to aquatic  invertebrates, fish, reptiles,  amphibians, and waterfowl.   The  tran-
sitory presence of potentially contaminated tadpoles and  invertebrates within the
North Ditch provides a pathway by which transient migratory species,  especially
wading birds may ingest the contamination.  Low level  estimated concentrations  of
pesticides and PCB concentrations were highest  at the reference station and likely
represent background conditions in the area.

The results of  the ecological risk assessment indicate  that the contaminated
soils,  sediment,  and tar may pose some risk at the site.  No  acute impacts were
observed in the aquatic organisms within the North  Ditch.   The  compounds detected
in the  North Ditch  are  likely sorbed onto the  high  organic content  sediments.
Since the ditch represents a closed system,  these constituents do  not migrate out
of the  Ditch.   No acute impacts  were noted  in wildlife  observed during  field
reconnaissance.    The SWDA  has  a limited  wildlife habitat  and  the  vegetation
present does not provide quality food for wildlife, therefore, limited exposure
would only occur to species which occasionally pass through the SWDA.  However,
since chronic exposure to site  related contaminants will persist,   implementation
of remedial actions will eliminate  the possibility of  chronic exposures to the
communities now subject to risk.

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 SCOPE AND ROLE OF ACTION

 The remediation of the Hercules site will consist of at least three operable units
 with separate and distinct Records of Decision.  One will address the SWDA  area
 (the subject of this ROD) and the remaining two will  address contaminated  ground
 water and the main plant portion of the site.  The purpose of this remedial  action
 is to alleviate the risk to human health and the environment associated with the
 SWDA at the Hercules Plant.  This is  a separate and distinct operable unit which
 is unique in character and location with respect to the overall site.

 The most serious risk from the SWDA is direct exposure of hazardous substances to
 a  transient  population  of  wildlife  and  the  occasional plant  employee or
 trespasser.   Therefore,  the proposed  remedies must  address  these concerns.
 Limiting  access  to  the  area and limiting exposure pathways from the hazardous
 substances  should result  in  all risk associated  with this  area being  within
 acceptable levels.  Restricting the use of the ground water will  also eliminate
 exposure to- risk through ingestion of ground water.


 7.   SUMMARY OF REMEDIAL  ALTERNATIVES

 CERCLA requires that each selected remedy be protective of human health and the
 environment; be  cost effective;  comply with other statutory  laws;  and utilize
 permanent solutions, alternative treatment technologies, and resource recovery
 alternatives to the maximum extent practicable.  In addition,  the statute includes
 a preference for the use of treatment  as a principle element for the reduction of
 toxicity, mobility, or volume of the hazardous substances.

 Identification and screening of potential remedial technologies for tars and solid
 wastes were  reviewed for  purposes of the Feasibility Study.   Several  of these
 technologies were identified  but eliminated during preliminary  assessments  due to
 lack  of  effectiveness,   implementability,  or  pertinence.     The  following
 technologies were initially screened  out:  aeration, in-situ biodegradation, in-
 situ   vitrification,   soil   flushing,   solvent  extraction,   stabilization/
 solidification,  thermal desorption, and vapor extraction.  Subsequent  screening of
 remedial technologies reduced the list to four.

 The FS Report evaluates  the  four (4) remedial  alternatives for addressing the
 contamination associated with the Solid Waste Disposal Area of the Hercules site
 in detail.

 These alternatives are:

 1.   No Action
 2.   Limited Action
 3.   In-Place Containment
 4.   On-Site Incineration/Off-Site Disposal and
     Ground Water Pump and Treat

 A brief description of  each of the remedial alternatives is  provided below:

Alternative #1 - No Action:

The Superfund program requires that the "no-action" alternative be considered as
 a baseline for comparison of  all other alternatives.   The No Action alternative
 consists of  long-term  periodic  site inspection  and  ground water monitoring.
 Because this alternative would result in contaminants remaining on-site,  CERCLA
 requires that the site be reviewed every five years.   If justified by the review,
 remedial actions may be implemented to remove or treat  the  waste.

Capital Cost: $  0.00
Annual Cost:  §10,060
Present Worth Cost:  $201,040
Time to Implement: 6 months


                                       10

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Alternative  #2  -  Limited  Action:

This  alternative  requires  periodic  inspection,  ground water  monitoring  and
institutional  controls that  would reduce  the potential for  exposure to  site
contaminants. Specifically,  semi-annual  inspections  would be made  of the  entire
SWDA, annual ground water sampling and analysis would be performed,  environmental
use restrictions and engineering controls would be  imposed, and a perimeter fence
would  be installed around the SWDA.   Because this alternative would  result  in
contaminants remaining on-site,  CERCLA requires  that the site  be reviewed everv
five  years.   If  justified by the review,  additional  remedial  actions  may  be
implemented  to  remove  or  treat the solid  waste and tar.


Capital  Cost: $256,750
Annual Cost: $11,060
Present  Worth Cost: $476,000
Time to  Implement:  1 year

Alternative #3  -  la-Place Containment:

Under  this alternative tar  material and miscellaneous  solid wastes would  be
consolidated and remain under a flexible,  impermeable cap. Prior to the placement
of select  soils from within the  SWDA,  lead fragments would  be screened out and
collected  for recycling.  An engineering control in the form of a fence would  be
installed  to  prevent  trespassers  and unauthorized personnel from entering the
area. Inspections, ground water monitoring, and institutional controls would also
be implemented.   Specifically, semi-annual visual  inspections of the SWDA would
be performed. Ground water sampling and analysis  would occur.  Environmental use
restrictions and engineering controls would be imposed.  The  smaller outlying tar
material areas  and miscellaneous  solid  wastes  from the entire SWDA would  be
consolidated with the  large tar pits, regrading of the  area  will also  occur,  an
impermeable  cap would  be  put in place over the  tar  and solid  waste,  and storm
water controls would be instituted.  The impermeable cap would consist of a  multi-
layer system consisting of an upper vegetative layer underlain by  approximately
2 feet of  clean soil,  an  impermeable synthetic membrane liner and a protective
sub-layer  for the liner,  or the  "equivalent".  This cap  would be keyed into the
existing native  soil  to prevent  migration   of  the  tars   during  temperature
fluctuations. The  existing contaminated sub-soil would be graded and  inspected for
large protrusions which may  breech the integrity of  the liner.  All damages  to
natural  resources will be mitigated/compensated for.  All necessary permits will
be secured.

In addition,  the  NJDEP will  designate a CEA for ground water  underneath and
surrounding  the SWDA.   Because  the  ground  water  quality   exceedances do not
currently  pose  an unacceptable  threat to local  potable  wells or  the Delaware
River, active ground water remediation is  not included in this alternative for the
SWDA. The designation of the CEA and the Department's acceptance  of monitoring for
the ground water remedy does not preclude  the Department from requiring  an  active
ground water recovery  system  should deterioration in the ground water quality
occur in this area.  This can be accomplished  by installing  recovery wells down
gradient of the  SWDA and linking into the existing on-site water treatment system.
Because  this alternative would result in  contaminants remaining on-site,  CERCLA
requires that the  site be  reviewed  every five years.  If justified by  the review,
remedial actions may be implemented to remove or treat contaminated media.


Capital  Cost: $1,715,107
Annual Cost:   $17,460  .
Present Worth Cost: $1,956,000
Time to  Implement: 3 years
                                       11

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Alternative #4 - On-Site Incineration, Off-Site Disposal and Ground Water Pump and
Treat System

This  alternative requires excavation of miscellaneous  solid wastes within the
SWDA, screening for lead fragments, and off-site disposal of the solid waste.  The
tar would be excavated and staged for on-site  incineration as would  some of the
solid wastes which would be commingled with the tar.   The  resultant  ash would be
disposed of off-site.  Although the ground water in the vicinity of  the SWDA has
been observed  to be only  minimally  impacted by site constituents, ground water
recovery and treatment has been evaluated in this ROD for completeness. Treatment
of ground water, if necessary,  would be accomplished using the existing Hercules
treatment  facility.  Annual  ground  water monitoring  would be  performed  and
institutional  controls would be imposed to restrict  future  water usage.   Lead
fragments would be mechanically screened and recycled. Pre-construction activities
would be  performed that  include construction  of  a  staging area,  access  road
improvements,  clearing and  grubbing of vegetation, institution of  erosion  and
sedimentation  controls,   and partial replacement  of   an  existing  waste  water
pipeline.  In addition,  a remote area would be  cleared  for the construction of a
permanent or mobile incinerator.  Wetland permits would be necessary due to the
extensive intrusive work  required  in the wetlands and  in the  North Ditch.  The
structuring and  operational permitting  of  an  on-site  incinerator  would also be
required.  Additional backfilling and grading  in  the  SWDA would  be required to
promote proper storm water drainage.  All damages to natural resources would be
mitigated/compensated for.


Capital Cost: $ 36,728,250
Annual Cost: $7,360
Present Worth Cost: $36,875,000
Time to Implement: 5 years



8.   SUMMARY  OP COMPARATIVE  ANALYSIS OF  ALTERNATIVES

During the detailed evaluation  of remedial alternatives, each alternative was
assessed  against  nine  evaluation  criteria.    These  criteria are:    overall
protection of  human health  and the environment, compliance  with  applicable or
relevant and appropriate  requirements,  long term  effectiveness  and permanence,
reduction   of  toxicity,  mobility,    or  volume,    short-term  effectiveness,
implementability, cost,  and EPA and community  acceptance.

  o   Overall Protection  of Human Health and the Environment

      Overall protection of human health and the environment addresses whether or
      not a remedy provides adequate protection and describes how  risks posed
      through each pathway are eliminated, reduced, or controlled through treat-
      ment,  engineering controls, or  institutional controls.  Overall protection
      of human health and the environment represents a threshold criterion.

  o   Compliance with ARARs

      Compliance with applicable or relevant and appropriate requirements (ARARs)
      addresses whether or not  a remedy will meet  all  of the  applicable or rel-
      evant and appropriate  requirements of other  federal  and state environ-
      mental statutes and  requirements or provide grounds  for invoking a waiver.

  o   Lono-Term Effectiveness and Permanence

      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.
                                      12

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   o    Reduction  of  Toxicitv,  Mobility,  or  Volume  through Treatment

       Reduction  of  toxicity, mobility, or volume through treatment is the antic-
       ipated performance of the treatment  technologies  a remedy may  employ.

   o   Short Term  Effectiveness

       Short-term effectiveness addresses the  period of  time needed to achieve
       protection arrd any adverse impacts on human  health and the environment that
       may be posed during the construction and  implementation period until cleanup
       goals are  achieved.

   o   Implementabilitv

       Implementability  is the technical  and administrative  feasibility of  a
       remedy, including the availability of materials and services needed  to
       implement  a particular option.

   o   Cosjt

       Cost includes estimated  capital and operation and maintenance costs, and net
       present worth costs.

   o   EPA Acceptance

       EPA concurrence indicates whether the federal  regulatory  agency  concurs,
       opposes,, or has no comment on the selected remedy.   EPA concurrence is  not
       a prerequisite in NJDEP's selection of a remedial alternative.

   o   Community Acceptance

       Community  acceptance assesses the public comments received on the RI/FS
       Reports and the Proposed Plan.

       Community  concerns/comments received  during the public  comment period  and
       the public meeting held on August 10, 1994, are included  in the  Respon-
       siveness Summary, together with NJDEP responses,  which  are a part of this
       ROD.  Community concerns/comments  received generally indicate that  the
       community  accepts the preferred alternative identified  in the Proposed
       Plan and selected in the ROD.

A comparative analysis of these alternatives based  upon the evaluation  noted  above
follows:

   o  Overall Protection of Human Health and the Environment

Alternative #1 - No Action

The only activities performed on-site  would be periodic .inspections  and ground
water  monitoring.   Therefore, there would be no  significant short-term  risks
associated with this alternative.   The existing carcinogenic  risk due  to direct
contact with the tar  material and the potential  for migration of constituents
would not be reduced.  This alternative would not adequately  satisfy the remedial
action objectives in terms of potential risk to public  health.

Alternative #2 - Limited Action

This alternative would reduce the potential for exposures to site constituents
through  institutional  controls  such  as  site  fencing  and  environmental use
restrictions.   However,  the potential for migration  of constituents would not be
reduced.  For all media except the tar,  this alternative would  adequately satisfy
the remedial action objectives in terms of potential risk to public  health.
                                       13

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Alternative #3  -  la-Place Containment

This  alternative  would mitigate the potential  for direct contact with  the  tar
material  and  miscellaneous  solid wastes.    The  potential  for  migration  of
constituents  due  to  surface erosion would  also be mitigated.   Periodic  site
inspections and maintenance  would  ensure the  longevity  of  the cover,  and ground
water  monitoring  would provide  an assessment  of changes in  the ground  water
quality.   Additionally, the impermeable  liner will help prevent ground  water
degradation from potential leaching of hazardous constituents from the solid waste
material.  Short-term risks  associated with the extraction of small quantities of
tar  and  solid wastes  would  be  mitigated  through proper  health  and  safety
procedures.

Alternative #4  -  On-Site Incineration and Off-Site Disposal

This  alternative  would  eliminate the  potential for direct contact with  the  tar
material  and  miscellaneous   solid  wastes.   Annual  ground  water monitoring  and
environmental use restrictions would be imposed to restrict future water usage.
Treatment of ground water, if  deemed necessary, would utilize Hercules  existing
water treatment facility.   The short-term risks associated with  this alternative
would  be  significantly greater  than for Alternative  3,   because  of  the  large
quantities of  tar to  be excavated, staged,  and incinerated on  site.  Potential
risks would be  associated with the removal of both residual tar ashes and  solid
wastes from the site.

    o Compliance  with ARARs

Alternative #1  -  No Action

This  alternative  would  not  comply with the Federal  MCLs  and  NJGWQS,  which  are
ARARs.  The most seriously affected ground water is in the  immediate vicinity of
the waste materials.  However, detections of constituents in the ground  water have
been  inconsistent and at low parts per  billion (ppb) levels since sampling  was
begun.  There are  no current  users  of this ground water.  Additionally, the  NJDEP
soil  cleanup  criteria,  which are  "to be considered"  (TBCs),  would not be met.
Concentrations  of pesticides and metals in the surface water in the North .Ditch
currently exceed  the  Federal  Ambient Water  Quality Criteria.  The only action
specific ARAR which applies  to the no action alternative is compliance with  the
New Jersey Water Pollution Control  Act, which will require a permit for long term
monitoring under  O & M.

Alternative #2  -  Limited Action

This  alternative  would  not  comply with the Federal  MCLs  and  NJGWQS,  which  are
ARARs.  The most seriously affected ground water is in the  immediate vicinity of
waste  materials.   Detections  of  constituents  in the  ground water  have been
inconsistent and at low ppb levels since  sampling was begun.  There  are  no current
users  of  this ground water.   Concentrations  of  pesticides  and  metals  in  the
surface water in  the North Ditch currently exceed Federal Ambient Water Quality
Criteria. Additionally  the NJDEP soil cleanup criteria, which are TBCs, would  not
be met.  However,  contact with these media would be reduced by site fencing  and
restrictions on future  land  use  and well  installations.   Action specific  ARARs
could be complied with and would include obtaining all the permits necessary to
construct the fence  and commence  with sampling  activities  associated with o & M.

Alternative #3 -  In-Place Containment

This alternative would not meet the Federal MCLs and NJGWQS, which are ARARs.  The
most  seriously  affected ground water is  in the immediate  vicinity of  the  waste
materials.  Detections of constituents in the ground water  have been inconsistent
and at low ppb  levels since  sampling began.   There are no current users of this
ground water.   Concentrations of pesticides and metals in the surface water in  the
North Ditch exceed current  Federal Ambient Water  Quality  Criteria.   Sediments
within the North  Ditch  exceed  NOAA Criteria which are  TBCs.   Additionally,  the


                                      14

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NJDEP  soil cleanup criteria, which are TBCs, would not be met.   However,  contact
with  waste materials  would be reduced  by  site fencing,  capping  of the  waste
materials  and tar,  and restrictions on future land use  and  well  installations.
Also,  filling  in the North Ditch with clean imported fill material  will  preclude
direct contact with sediments. Action  specific ARARs  would be  complied  with and
would  include obtaining all the permits  necessary  to implement the remedy and
begin  with sampling activitie's associated with O & M.

Location specific ARARs would be  satisfied by the imposition of  environmental use
restrictions and establishment of a ground water CEA  in the vicinity and including
the SWDA.

Alternative #4 - On-Site Incineration  and Off-Site Disposal

This alternative would provide compliance with chemical specific ARARs and  TBCs.
If all of the tar and  the contaminated  soil and sediments are  removed, the remedy
will  meet  the cleanup  specific  ARARs.  Ground water ARARs may not be met  by
treatment or  monitoring, but treatment and/or natural attenuation would reduce
site-related contamination over time.   Concentrations of pesticides and metals in
the surface water in the North Ditch exceed current Federal Ambient  Water  Quality
Criteria.   Location  and  action  specific ARARs  may be  difficult to  meet  as
extensive  work in wetlands and the  North Ditch would be  required.    On-site
incineration permits may not be easily obtained and complete removal of  the tar
would  be extremely difficult and technically challenging.

  o    Long-Term Effectiveness and Permanence

Alternative #1 - No Action

This   alternative  would  provide  little  to   no  long-term  effectiveness   and
permanence.  All existing risk due to direct contact with  the tar/tar soils and
solid  waste would remain.    This alternative may also  increase the potential for
a more serious ground water problem over time.  No Action  may also increase the
potential for  additional, contamination in the North Ditch.

Alternative #2 - Limited Action

This alternative would provide a low to moderate level  of long-term effectiveness
and permanence, as the existing risk due  to  direct contact  .with  the tar material
would be reduced by restricting access  with  a  perimeter  fence, but the potential
for exposure  would still  exist.    The potential -would continue  to exist  for
degradation of other site media by surface migration of contaminants.

Alternative #3 - In- Place Containment

This alternative would provide a moderate  to high level of long-term effectiveness
and permanence as long as the impermeable cap is maintained  and the environmental
use restrictions are enforced.  The risk due to direct contact with the tar  and
the potential  for surface migration of the contaminants would be mitigated.

Alternative #4 - On-Site Incineration and Off-Site Disposal

This  alternative would provide  a  high  level of  long-term effectiveness  and
permanence.  The risk  due to direct  contact with  the  tar and the  potential  for
surface migration of the constituents would be mitigated. The level of long-term
permanence would be higher for this alternative than that of Alternative 3, as the
tar and solid wastes would be removed from the site.  The only potential long-term
concern of tar incineration would stem from the off-site disposal  of the incin-
erator ash and the potential liability associated with this disposal.
                                       15

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 o    Reduction  in Toxicity, Mobility, or Volume

Alternative #1 - No Action

This 'alternative would provide no reduction in the mobility,  toxicity and volume
of affected media, as no remedial actions would be performed.

Alternative #2 - Limited Action

This alternative would provide no reduction in the mobility,  toxicity and volume
of affected media.  The  implementation of institutional controls would serve only
to reduce the potential for direct exposure.

Alternative #3 - In-Place Containment

This alternative would  provide  no  reduction in toxicity, or volume  of  affected
media.  However,  mobility of contaminants would be  reduced due to placement of the
wastes beneath the cap.  Placement of an impermeable cap will prevent oozing of
tars/tar sludges through the surface cover when warm temperatures make  the tars
more fluid.  Without an impermeable membrane, soft tars could theoretically breech
the soil cover  and  present an exposure hazard. Because  the  ground water  is  in
contact with the  tar at some locations,  the potential for mobility of all  constit-
uents into the ground water would not be mitigated.  However, there are no current
users of  the ground water.   The  cap  will restrict  exposure of  the waste  to
precipitation events and a  ground water CEA will be created.   Periodic monitoring
will permit assessment of any changes in ground water quality.

Alternative #4 - On-Site Incineration and Off-Site Disposal

This alternative would provide a high level of reduction in mobility,  toxicity and
volume of affected media.   In particular, this  alternative provides  reduction in
the toxicity and volume of the tar, as this component is destroyed  by incinera-
tion.  Placement  of the solid waste and  residual ash in an off-site landfill would
result in additional volume reduction at the site only.

  o   Short-Term Effectiveness

Alternative #1 - No Action

This alternative would provide no short term effectiveness.   The environmental
impacts would be  low as no additional wetlands are  disturbed by this  alternative.
All current risk levels would remain.

Alternative #2 - Limited Action

This  alternative  would 'provide  moderate  short  term  effectiveness.    The
environmental  impacts   would  be  limited  to  wetlands   disturbance  for  fence
construction.

Alternative #3 - In-Place  Containment

This alternative would provide a moderate level of short-term effectiveness.  A
consolidation  and  grading  of  the  miscellaneous  solid  wastes  and  proper
installation of  the  cap would  increase the potential for exposure to   on-site
workers, and to a lesser extent potentially expose off-site  communities due to
fugitive dust emissions.  Proper health and safety and construction controls  could
be  readily   implemented to  mitigate  these   short-term effects   (i.e.,  dust
suppression and air monitoring).  Wetland  communities have  the  potential  to be
greatly disturbed in the construction phase of this remedy as almost all of the
construction takes place in wetlands.  However, all damages to natural resources
will be mitigated/compensated for.
                                       16

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Alternative #4  - On-Site  Incineration  and  Off-Site Disposal

This  alternative  would  provide  a  low level  of short-term  effectiveness  as
excavation of  the tar  for  on-site  incineration and consolidation  and  off-site
disposal of solid waste and  residual ash would increase the potential for exposure
to  on-site  workers and off-site  communities due to  fugitive  dust and  organic
emissions.  Proper health and safety and construction controls  would be required
to  mitigate  these 'short-term  effects.  This alternative would  result in  the
maximum  disruption  and  impact  to  the wetland  areas  compared  to  the  other
alternatives due  to necessary staging  of  incineration equipment and  materials
associated  with  these activities.    All   natural  resource  damages  would  be
mitigated/compensated  for.

  o   Implementabilitv                                                '

Alternative #1  - No Action

This  alternative  would be  easily  implemented  as  it  requires  only  periodic
inspections and ground water monitoring.

Alternative #2  - Limited Action

This  alternative  would be  easily  implemented  as  it  requires  only  periodic
inspections, ground water monitoring, environmental use  restrictions on  land  and
ground  water,   and  installation  and  maintenance of  perimeter fencing.   This
alternative is  both technically and administratively feasible.

Alternative #3  - In-Place Containment

This alternative would have a  moderate to  high level of implementability.   In-
Place  Containment  is   both technically and administratively  feasible.    The
equipment, labor,  and materials required to  implement this alternative are readily
available.  The subsurface conditions would require proper engineering  design  and
strict construction quality assurance controls.

Alternative #4  - On-Site Incineration and Off-Site Disposal

This alternative would have a low level of implementability.  An extremely high
amount  of technical  effort is  required  for excavation,  dewatering,   on-site
handling, staging,  on-site incineration, and off-site disposal of the residual  ash
and solid waste.  Solid waste and  residual  ash removal would be. difficult due to
the wetland environment and the engineering  properties  of the  tar.   During  the
summer the tar becomes  softer making it difficult to excavate;  pumping would be
virtually impossible   since  the  majority  of it  is  mixed with  the underlying
subsurface soils and overlying miscellaneous solid waste.  Winter is typically  not
favorable  for   construction due  to  short  working  days  and  extreme   weather
conditions.

The tar is solid in the winter, however, as  it's manipulated it becomes  softer.
Its stability as a hardened solid  is questionable.  In addition, trial burns  and
operational permitting required  for  the  above  activities  are extensive  and
incineration  has  low   acceptability   levels  in  most   communities.    Off-site
transportation  of  residual  ash would  require  implementation of  optimal trans-
portation routes  to minimize the  potential  exposure to  local  populations  and
compliance with federal and state regulations for transport of hazardous waste.
Alternative #1 - No Action:

This alternative has a relatively low present worth of $201,040.  The primary goal
of the No Action Alternative consists of  long-term periodic site inspections and
ground water monitoring.
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Alternative #2 - Limited Action:

This alternative has a present worth  cost of $478,000.  In addition to restricted
access by the installation of  perimeter fencing,  environmental  use restrictions
and engineering controls on  future land and ground water use would  be  imposed.
In addition, semi-annual inspections would be made of the entire SWDA and  annual
ground water monitoring would  be performed.

Alternative #3 - In-Place Containment:

This alternative has a present worth cost  of $1,956,000.   The primary components
of this remediation are screening and recycling of lead fragments,  consolidation
of the remaining select  soils and contaminants under an impermeable  cap,  semi-
annual inspection  of  the SWDA, ground water  monitoring,  and the  imposition of
environmental use restrictions and institutional  controls on  future  land  and
ground water usage.  All damages to natural resource will be mitigated/compensated
for.

Alternative #4 - On-Site Incineration and Off-Site Disposal:

This alternative has a present worth  cost of $36,875,000.  The primary components
are screening of   lead fragments,  dewatering, excavation, staging,  and on-site
incineration of tar, off-site  disposal of residual ash, excavation and off-site
removal of miscellaneous solid wastes. This option would also include  semi-annual
inspections of the SWDA,  ground water monitoring,  and the  imposition  of environ-
mental use restrictions and engineering  controls on future land  and ground water
usage.  All damages to natural resources will be mitigated/compensated for.

o     EPA Acceptance

EPA has reviewed and  commented on  the proposed plan.  While EPA concurrence on
this plan is not a  pre-requisite  to  NJDEP selecting a remedy, every effort has
been made to maintain  consistency within and between the agencies.   EPA concurred
with NJDEP's selection of In-Place Containment of the solid wastes and tars  within
the SWDA.  However, EPA did  not  concur  with NJDEP's selection of the No  Action
Alternative for the North  Ditch.   Therefore,  NJDEP  modified its position with
respect to the North  Ditch by selecting the  Filling  Alternative for the North
Ditch.

o     Community Acceptance

Community acceptance assesses the public  comments received on the RI/FS Report and
the Proposed Plan.

Community concerns/comments received during  the public comment period  and  public
meeting held on August  10, 1994 are included in the responsiveness summary, which
is part  of  this ROD.  Community  concerns/comments  received  indicate  that the
community accepts the preferred alternative identified in the Proposed Plan and
identified in the ROD herein.


9.         SELECTED  REMEDY

Based upon an evaluation of the various  alternatives and after consideration of
public comments,  NJDEP has determined that  a Modified Alternative #3 (In-Place
Containment) is the appropriate remedy for the SWDA operable  unit of the Hercules
Incorporated, Higgins Plant   Superfund  site  because  it  best satisfies  the
requirements of CERCLA and the NCP's nine evaluation criteria for the remedial
alternatives.

The modification to Alternative #3  concerns  remedial activities  in the  North •
Ditch.  The  Department has  chosen  to  modify the remedy indicated in the proposed
plan  by  including  the Filling  Alternative  for  the  North  Ditch.  This  would
eliminate any potential  ecological  risks  associated with direct  contact with


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contaminated  sediments.   All  damages  to  wetlands  through  implementation  of  this
remedy will be mitigated/compensated  for.

Ground  water monitoring  will be  conducted  to evaluate  ground water quality.
Consolidation of the tar and miscellaneous solid wastes under an impermeable cap
will eliminate direct contact with the hazardous constituents within the SWDA and
is protective of human  health and the environment.   Collection  and  recycling of
lead fragments from the area will reduce concentrations of this  contaminant  from
the SWDA.  Fencing  and storm water controls will protect the integrity of the  cap.
Fencing will also increase the protectiveness of the remedy by limiting access to
the  area.   The designation of the CEA will eliminate ground water use  in  and
around the vicinity of  the SWDA.

The  selected  alternative  achieves the ARARs  more quickly, or as quickly as  the
other options.  The selected alternative will provide the  best balance of trade-
offs among alternatives with respect to the evaluating criteria.  NJDEP believes
that the  selected  alternative will be protective of human health and  the envi-
ronment, will comply with ARARs, employs resource recovery technologies and  will
be cost effective to the maximum  extent practicable.

The total costs for Alternatives  #1,  #2, #3,  and #4 are $201,040, $478,000,
$2,320,312 and $36,875,000, respectively.  Alternative #3, In-Place Containment
is a non-permanent  remedy that originally had  an associated cost of $1,956,000 but
as modified now has a cost of  $2,320,312.  Alternative #4, On-Site  Incineration
and Off-Site Disposal,  is  the  only permanent remedy available for the tar with an
associated cost of $36,875,000.  Alternative #3 is the option of choice.

Since the SWDA would not be effectively excavated and treated due its  large  size
and the absence of hot-spots representing major  sources of ground  water  contamina-
tion, none of the  implementable alternatives considered satisfied the  statutory
preference for treatment  as  a principal element of  the  remedy  with respect  to
source control.


10.      STATUTORY DETERMINATIONS

Under  their   legal  authorities,  NJDEP's  and  EPA's  primary  responsibility  at
Superfund sites is  to undertake remedial actions that achieve  adequate protection
of  human  health   and  the  environment.   In  addition,  section  121  of  CERCLA
establishes several other statutory requirements and preferences. These specify
that when complete, the selected remedial action for this site must comply with
applicable or relevant  and appropriate environmental  standards established under
State and Federal environmental laws unless a statutory waiver is justified.  The
selected remedy also must be cost effective and utilize permanent solutions  and
alternative treatment technologies to the maximum extent practicable.  Finally, the
statute includes a  preference  for remedies that employ treatment that permanently
and significantly reduce the volume, toxicity, or mobility of  hazardous  wastes  as
their principal element.

The selected remedy is protective of human health and the environment, complies
with State and Federal requirements that are  legally applicable or  relevant  and
appropriate requirements  for  the  remedial action and  is  cost effective.   This
remedy utilizes permanent solutions and alternate treatment technologies  to  the
maximum extent practicable for this site.  This remedy will require the institution
of a CEA.  Because this remedy includes leaving hazardous substances on-site, a
review will be conducted every five (5) years after commencement  of the remedial
action to ensure the remedy continues to provided adequate protection of human
health and the environment.

The  selected  remedy  will not  meet Federal MCLs  and NJGWQS, which  are  ARARS.
However, the most seriously affected, ground water in the immediate vicinity of
the SWDA, has exhibited low levels since the onset  of sampling.  Additionally,
there are  no  current  users of. ground water.  Concentrations  of  pesticides  and
metals in the surface  water  of the North  Ditch  exceed current  Federal Ambient


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 Water  Quality Criteria.   Sediments within the North Ditch  exceed  NOAA Criteria
 which  are TBCs.  Finally,  NJSCC,  which are TBC's  would  not be met.   However,
 contact  with waste  materials would be  reduced  by site fencing, capping of  the
 waste  materials, filling in the North Ditch,  and restrictions on future land  use
 and well  restrictions.

 Action specific ARARS will be achieved at a significantly lower cost  and with
 minimal  disturbance  to the surrounding neighbors  and  community than  the other
 options.   The selected alternative will provide the best balance of  trade-offs
 among  all  the alternatives with respect to the CERCLA  nine  criteria.   NJDEP  has
 selected  a modified  In-Place Containment as  the  remedial  alternative  because it
 will comply with ARARs to the maximum extent  practicable,  will utilize permanent
 solutions  and  alternative   treatment   technologies  to  the  maximum extent
 practicable,  will be cost effective, and will create a minimal disturbance to  the
 surrounding  community  during the remediation process.


 11.     DOCUMENTATION OF SIGNIFICANT CHANGES

 NJDEP  had indicated  during the public meeting held  on August 10,  1994 that No
 Action had been selected for the North  Ditch.  The North  Ditch was addressed in
 the Feasibility Study, but a specific alternative  analysis was not performed in
 the Proposed  Plan.

 As discussed  in Section  9.  above,  EPA concurs with In-Place Containment of  the
 solid  wastes  and tars within the SWDA.   However,  EPA did not  concur with NJDEP's
 selection  of  the  No  Action Alternative for  the  North  Ditch.   The EPA's stated
 position  is  that No  Action  for the North Ditch may  not  provide  for  adequate
 protection of wildlife and the environment.   The Department reevaluated EPA's
 concern regarding a No Action alternative for the North Ditch.  Upon  completion
 of this evaluation,  the modification,  as discussed in the  Feasibility  Study,  was
 added  to Alternative #3 (See # 9 above,  SELECTED REMEDY).
                                    GLOSSARY

This glossary defines the technical terms used in this Record of Decision.  The
terms  and  abbreviations contained  in this glossary  are often defined  in the
context of hazardous waste management, and apply specifically to work performed
under the Superfund program.  Therefore, these terms may have other meanings when
used in a different context.

Administrative Consent Order:  A legal and enforceable agreement between EPA or
the State and the potentially responsible parties (PRPs).  Under the  terms of the
Order, the PRPs agree to perform or pay for  site studies or cleanup work.  It also
describes the oversight rules,  responsibilities and  enforcement  options that the
state government may exercise in the event of non-compliance by the PRPs.   This
Order is signed by the PRPs and the  state government; it does not  require approval
by a judge.  The federal  equivalent of the Administrative Consent  Order is the
Administrative Order or Consent.

Aquifer:  An underground layer of rock,  sand,  or gravel capable  of storing water
within cracks and pore  spaces, or between grains.   When water contained within an
aquifer is  of ' sufficient  quantity  and quality,  it  can be  tapped and  used for
drinking or other purposes.   The water contained  in  the aquifer  is called ground
water.

ARAR:   An  acronym  for  "Applicable or Relevant  and Appropriate Requirements".
ARARs may be chemical,  location, or action specific and include federal standards
and more stringent  state  standards  that  are legally applicable or  relevant and
appropriate under the circumstances.
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 Backfill:  To refill an excavated area with removed earth; or the material itself
 that  is used to refill an excavated area.

 Cap:   A layer of material,  such as  clay or a synthetic material, used to prevent
 precipitation from penetrating and spreading contaminated materials.  The surface
 of  the cap is generally mounded  or  sloped  so water will  drain  off.

 CERCLA:   (Comprehensive Environmental Response,  Compensation,  and Liability Act
 of  1980)  A  Federal  law passed in  1980 and modified in 1986  by  the  Superfund
 Amendments and Re-authorization Act (SARA).   The Act created  a special tax to fund
 a Trust  Fund, commonly known as the  Superfund, to investigate and remediate aban-
 doned or uncontrolled  hazardous waste sites.  Under the program, EPA can either:

 1)  pay for site remediation when  parties responsible for the contamination cannot
 be  located -or are un-willing  or  unable to  perform  the work; or

 2)  take legal  action to  force  parties  responsible  for site  contamination  to
 remediate  the  site  or  pay back the  Federal  government  for   the  cost of  the
 remediation.

 Classification Exception Area (CEA):  These are areas  which may be established by
 the NJDEP  only  when the NJDEP determines that constituent standards  for a  given
 classification are not being met, will not  be met for  a period of time,  or cannot
 be  met  for  a period  of time in  a localized area due to:    natural  quality;
 localized  effects of a discharge approved through a NJPDES permit action;  pollu-
 tion  caused by human activity within a contaminated site as  defined by  the  NJDEP
 in  the context of an applicable regulatory program  (for example,  Site Remediation
 Program  Oversight Document).

 Containment:  The  process of enclosing or containing hazardous  substances  in a
 structure,  typically   in   ponds  and  lagoons,   to  prevent  the  migration  of
 contaminants  into the  environment.

 Dewater:   To remove water  from wastes, soils, or chemicals.

 Downgradient/Downslope:  A  downward hydrologic  slope that causes ground water to
 move  toward  lower  elevations.   Therefore,  wells downgradient of  a  contaminated
 ground water source are  prone to receiving pollutants.

 Engineering  Control:   Any  mechanism to  contain or stabilize  contamination  or
 ensure the effectiveness of a remedial action.  Engineering  controls may include,
 without  limitation, caps,  covers, dikes, trenches,  leachate collection systems,
 signs, fences and access controls.

 Ground Water  Table:    The  level  in  the  saturated  zone  at  which the  hydraulic
 pressure is equal to the atmospheric pressure.  This level is best located by the
 use of piezometers or monitoring wells.

 Impermeable:  A  layer of natural and/or man-made material of sufficient thickness,
 density and composition so  as to have the maximum permeability for water of 10
 cm/sec at the maximum anticipated hydrostatic pressure,  not  permitting  fluids  to
 pass through it (i.e., an  impermeable cap).

 Incineration:  A treatment  technology involving the burning of  certain types  of
 solid,  liquid,  or  gaseous materials under  controlled conditions to destroy  or
 reduce the volume of hazardous waste.

 In-situ:  To leave in its original place.

Leachate:  A  contaminated  liquid resulting when water percolates, or  trickles,
through waste materials and collects components of those wastes.

Levee:  An  embankment  built alongside a river to prevent high water from flooding
bordering land.


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 MCLs:   An acronym for Maximum Contaminant Level.   The maximum permissible level
 of  a  contaminant  in  water  delivered  to  any user of a  public  water  system.

 Micrograms per kilogram (ug/kg);  Milligrams per  liter  (mg/L):   Units commonly
 used  to express concentrations of  contaminants.

 Monitoring Wells:   Special wells  drilled at  specific  locations  on  or off  a
 hazardous disposal site where  ground water can be sampled at selected depths and
 studied to determine  the direction of ground water flow and types and amounts of
 contaminants  present.

 NJGWQS:   An acronym for New Jersey Ground Water Quality Standards N.J.A.C.  7:9-6
 adopted January 7, 1993 which became effective February 1, 1993.  These standards
 are used  as regulatory requirements to govern and protect ground water quality in
 the State of  New  Jersey.

 NOAA:   An acronym for the  National Oceanic Atmospheric Administration.

 O & M:  An acronym for operation and maintenance activities conducted at a  site,
 after a Superfund action is completed, to  ensure that the remedy is effective and
 operating properly.

 Parts per billion (ppb);  parts per  million (ppm);  Units commonly used to express
 concentrations of contaminants.

 Receptor:  Any human or other ecological component which is or may be affected by
 a contaminant  from a  contaminated  site.

 Remedial  Investigation/ Feasibility Study (RI/FS):   Investigation and analytical
 studies usually performed at the same time in  an interactive,  iterative process,
 and together  referred  to as the  "RI/FS".  They are intended to:

 1) gather the data necessary to determine  the type and extent of contamination at
 a Superfund site;

 2) establish  criteria  for remediating the site;

 3) identify and screen remediation alternatives for remedial action; and

 4) analyze  in detail the technology and costs of the alternatives.

 Surface Water Quality  Standards:  State-adopted and EPA-approved ambient  standards
 for surface water bodies.  The standards cover the use of  the water body and the
water quality criteria that must be met to protect the designated  use or users.

TCLP:   An acronym used for the Toxicity Characteristic Leaching Procedure.

Terrestrial Wildlife:  Those species which primarily use and  inhabit "the land"
 (i.e.   herbivores  which  grass on  vegetated fields,  carnivores which  feed  on
 herbivores and each other, and decomposers which feed on the dead plant and animal
material  and return nutrients to the soil for recycling).

Time to Implement: The amount of time it takes to obtain the necessary equipment,
 services,  and materials to  install,  operate and maintain the selected  remedial
alternative.  This includes all  activities required to coordinate  with  federal,
state and local  regulatory agencies, and to  obtain necessary approvals and/or
permits.

Upgradient; Upslope:   Upstream;  an upward slope.   Demarks  areas  that^are higher
than contaminated areas  and,  therefore,  are not prone  to contamination by  the
movement of polluted ground water.

Use Restriction:   A form of  institutional  control in which a notice  is filed with
the office of the county recording officer, in the county in which the  property


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 is located.  Its intent is to  inform  prospective  holders of an interest in the
 property that contamination exists on the property at a level that may statutorily
 restrict certain uses of or access to all or part of that property.  It will also
 contain  a  delineation of  those restrictions,  a  description  of  all  specific
 engineering or institutional controls at the property that exist and that shall
 be maintained  in order to  prevent  exposure  to contaminants remaining  on  the
 property, and the written consent on  the notice by the owner of the property.  Use
 restrictions are filed as  DECLARATION  OF ENVIRONMENTAL RESTRICTIONS.

 Volatile Organic Compounds (VOCs):   VOCs  are  made  as secondary petrochemicals.
 They include but are not limited to, light alcohols, acetone, trichloroethylene,
 perchloroethylene,   dichloroethylene,   benzene,  vinyl  chloride,  toluene,  and
 methylene chloride.   These potentially toxic chemicals  can be used as solvents,
 degreasers, paints,  thinners,  and fuels.   Because of their volatile nature, they
 readily evaporate into the air, increasing the potential  exposure to humans.  Due
 to  their  low  water  solubility,  environmental  persistence,  and  wide  spread
 industrial use, they are  commonly  found in soil  and ground water.

 Wetland:  An area that is  regularly saturated by  surface or ground  water and,
 under normal circumstances, capable of supporting vegetation typically adapted for
 life in  saturated soil  conditions.   Wetlands are  critical to  sustaining many
 species of fish and wildlife.  Wetlands  generally  include swamps,  marshes,  and
 bogs.  Wetlands may  be either coastal  or inland.  Coastal wetlands have salt or
 brackish (a mixture  of salt  and fresh)  water,  and most  have tides,  while inland
 wetlands are non-tidal and freshwater.  Coastal wetlands are an integral component
.of estuaries.
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                           RESPONSIVENESS  SUMMARY

                 Responsiveness  Summary  for the  Hercules,  Inc.
                 Solid Waste  Disposal  Area Record  of  Decision

                              Overview

 This  is a summary of the public's questions  and  comments regarding the Proposed
 Plan  for capping the  Solid Waste  Disposal Area  at the Hercules,  Inc. Superfund
 Site  in Gibbstown,  Gloucester County under  Superfund  guidelines, and the New
 Jersey Department of Environmental Protection's  (Department) responses to those
 comments.

 The public comment period extended from July  27,  1994  through August 25, 1994 and
 provided interested parties the opportunity to comment  on the Proposed Plan for
 the Hercules, Inc. Superfund Site.  On August 10,  1994  at 7:00 p.m., during the
 comment period,  the Department held a public meeting  at  the Gibbstown Fire Hall
 to discuss the  reports and the preferred remedy.

 On the basis of the  information contained in Remedial  Investigation Reports, the
 Department  recommended capping the  Solid Waste  Disposal Area  (SWDA)  with  a
 flexible, impermeable  cap, fencing the  SWDA, and monitoring the  ground water.

                Background  on Community  Involvement and  Concerns

 The Hercules,  Inc.  Superfund Site  is an active  chemical production facility
 located adjacent to the Delaware River in Gibbstown, Gloucester County.  The site
 came to the attention of  the Department  in 1981 when benzene was detected in the
 ground  water at the  plant.   In  1982  the  site  was  listed  on  the  National
 Priorities  (Superfund) List  due  to  the benzene detected in the ground water
 beneath the production plant and  also the presence of tar pits and solid waste
 in the part of the  site known as the Solid Waste Disposal Area (SWDA).  A formal
 Remedial Investigation of  the ground water,  surface water, sediments, soil and
 air at the production plant was  initiated  in  1986  and is ongoing.   The SWDA was
 addressed separately  from  the remainder of the plant because it was determined
 to be unrelated  to the other areas of environmental concern.

 The SWDA of the Hercules site is located in a low  lying  swampy area next to the
 river which is isolated from the production plant.   It covers approximately four
 acres and  consists  of two visible  tar  disposal areas,  or "pits", and  debris
 deposited between and immediately adjacent  to the tar  pits.  The tars  were  a
 waste product generated by the production of aniline and were deposited at the
 SWDA prior to 1952 by the Du Pont Corporation, the previous owner of that portion
 of the Hercules  site.  Hercules obtained  the property  that  comprises the SWDA
 from DuPont  in  1952,  and  until 1974  used the area to  dispose of solid waste
materials from manufacturing processes and inert construction debris.  Hercules
 stopped disposing of  waste in the SWDA in 1974.  From  1987 to  1993,  Hercules
 conducted a Remedial Investigation of the SWDA.   The results of the study and the
 Department's proposal  to address the SWDA were the subject of  a public meeting
which was held in August 1994,  which was attended by approximately 35 people.

Community involvement  and interest  in  this  site  has   historically  been  low.
Representatives from Hercules periodically hold meetings with local officials on
the general status of  the  site.   The  SWDA in particular has not  elicited much
 interest from the local residents.  This is most likely  due to the  location and
 low visibility of the SWDA, which  is remote and difficult to reach,  both by foot
and by vehicle.  Trespassing onto the SWDA has not been a significant problem,
according to representatives from Hercules.
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                    Summary of Comments Received During the
                 Public Comment Period and Department Responses

 Concerns raised during the Hercules, Inc. Superfund Site SWDA Public Meeting held
 on August 10, 1994 and during the comment period from July 27 to August 25,  1994
 are  summarized below.   The comments are grouped in the following categories:

              1.   Protectiveness of the Preferred  Remedy
              2.   Responsibility for  SWDA
              3.   Cap  Specifics/Impermeable  Liner  Requirement
              4.   Risk Assessment -
              5.   General  Statements


                             QUESTIONS AND COMMENTS

                    PROTECTIVENESS OP THE PREFERRED REMEDY

 Question:  How high will the fence around the SWDA be if the preferred remedy is
 implemented?   What if  a child climbs the fence and gets into  the SWDA?

 Response:  The height  of the fence will  be determined  during the design phase.
 The  fence will be high enough to  keep people  out,  and the fence and the  area
 around it will be periodically inspected to ensure  the SWDA remains  secure.  If
 someone were  to  breach the fence, the  capping material  would prevent direct
 contact with the buried waste.

 Question:  The map included with the Proposed Plan shows two levees at the SWDA,
 one on the river side and one on the  southern side.   Wouldn't   the contaminated
 material be able to get out  on the other three  sides of the SWDA?

 Response:  There are earthen levees on the southern and the northwestern sides
 of the SWDA.   The levees are earthen material and some solid waste material  that
 have formed natural slopes.   On  the other  sides  of  the SWDA where there are no
 levees, the tar  material,  which has  been in place  since the 1950s' through the
 1970s, has reached a point  of equilibrium.  It will not move any farther than it
 already has moved at  this  time.  In  fact,  the tar material  has  been  in its
 current configuration  since  the 1970s,  based  on  a review of  all  the aerial
 photographs and the Department's observations of  the site.   Furthermore, it must
 be emphasized  that upon  completion   of  the remedial  actions  all of  the tar
 materials and other solid waste  will  be  contained within a cap or cover.

 Question:  If the river wall  broke and the area  flooded, wouldn't the material
 at the SWDA become dispersed  throughout  the town?

 Response:  The cap will be designed to protect  against a 100-year storm event.
 However,  if the  cap does fail, the tar would not mix with water and it would be
 unlikely that the tar would move due  to  its shape and size.

 Question:  Will the SWDA have  a  lid put  on it?

 Response:   The  preferred  remedy to   cap the  area   essentially  amounts to the
 placement of a lid over the waste.

Question:  Will  water be able  to penetrate the  cap?

Response:  The cap would include an impermeable  liner to prohibit infiltration
of water through the buried waste.

Question:   A liner was  put  in the ground out  west that was guaranteed to last a
 hundred years and within the first year it broke.   Could  this happen with the
proposed cap?


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 Response:    Hercules  will  be required to conduct periodic  inspections  and to
 maintain the cap to ensure its continued  effectiveness.  Should  the cap break,
 Hercules will be  required  to conduct any  necessary  repairs.   However,  it is
 unlikely the cap .will break.

 Question:   What  if the SWDA caught fire?

 Response:    The  preferred remedy  when completed would  consist  of a  flexible
 impermeable cap covering the tar and solid waste material,  which would be covered
 by a layer  of clean,  vegetated soil and enclosed with  a fence.   There  is no
 reason  to  believe  that the  SWDA would catch fire.

 Question:    If the  ground over the SWDA is  vegetated as part of  the  capping,
 wouldn't contaminants be  drawn up through  the vegetation,  and then be  consumed
 by wildlife?

 Response:   No.   Under the preferred remedy, an impermeable cap will be  placed
 over the tars and  solid waste material.  Clean soil will  then be  introduced on
 top of the impermeable liner,  and  the  area vegetated.  The contaminated  material
 will not be in contact the  clean  soil.

 Question:   The  Proposed Plan states that the preferred remedy would provide a
 high level  of protection of  human health  and the environment.   What is  the
 definition of "a high level of protection"?

 Response:   A remedy that  provides  a high level  of protection is one that  would
 meet the one-in-a-million cancer  risk standard, and has a  Hazard  Index of less
 than 1.0 for non-carcinogenic  (non-cancer)  health effects.  A remedy that  meets
 this level of protectiveness would not result in more than one additional cancer
 per one  million people exposed to  the remediated site over a 70 year period (a
 typical  lifetime), and would not present  a risk for non-cancerous  health effects
 in humans.

 Question:   Will  the SWDA  part of  the Hercules site be taken off the Superfund
 list after the five year review period?  What kind of monitoring will take  place
 after the  five year  period is  over?

 Response:  As long as there  are contaminants in place, the site will stay on the
 Superfund  list and the effectiveness  of  the remedy will be reviewed every five
 years.   Ground water  at the SWDA will be monitored for 30  years.

 Question:   Why was capping  of the SWDA  chosen  as  the preferred remedy if  the
 incineration alternative',  while initially more expensive, may turn out to be the
 cheaper  alternative  in the long term  if  problems were to develop with the cap?

 Response:   The cost  estimates provided in  the Proposed Plan are the costs  for
 implementing the remedies  and monitoring the SWDA over  a thirty year time period.
 Whether or not the  incineration remedy would prove to be more expensive  than the
 capping remedy over the long term  cannot  be determined with absolute certainty.
 However, the Department is  responsible for providing a high level of protect-
 iveness  while at the same time following the state federal laws which require
 that  factors such as the cost, permanence, and the long effectiveness versus the
 short-term impacts of the  remedies  be considered.  The  community's  acceptance of
 a  remedy is  also a  consideration,  and it is .unlikely that the community  would
 accept an incinerator  in the town.   The Department believes that the capping of
 the SWDA provides the best balance  of these factors of  all  the remedial options.

Question:  If after 30 years there  appears to be no spread  of the contamination,
will the SWDA portion  of the Hercules site be taken off of the Super-fiind  list?

Response:  As long  as contamination remains at the SWDA, which it will under the
capping remedy,  then the site will remain on the Superfund list.


                                      26

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 Question:  What is the difference between completion of a 30 year monitoring plan
 and the removal of a site from the Superfund List?

 Response:   The ground water at the SWDA will be sampled  for  at  least  30 years
 under the  preferred remedy.   After that,  more ground water  sampling may or may
 not be done, based upon the results of that sampling.  However,  the institutional
 controls imposed under the preferred  remedy in the form of  environmental  use
 restrictions or deed notices would require that  the remedy be maintained and the
 SWDA secured  beyond that 30 year period.  As stated previously,  the site will
 remain  on  the  Superfund List as long as there are contaminants remaining on the
 site.

 Question:  How often would ground water be sampled under the 30 year monitoring
 plan?   What criteria  will be  used  to  evaluate the sampling  results?

 Response:  While the specific sampling frequency has not been  determined, it is
 anticipated that the  ground water  will be  sampled on at least an annual basis.
 The ground water sampling results will be compared to  the New Jersey Ground Water
 Quality Standards.  The sampling results, including ground water flow direction,
 will  be evaluated  to determine the  effectiveness  of the  capping  remedy  and
 protection of  potential  receptors.

 Question:  Is any ground water monitoring done outside the  Hercules plant within
 the town?

 Response:  There are ground water monitoring wells outside  the  Hercules  property
 that  Hercules  samples  regularly  and  submits  the  data  to  the  Department.
 Additionally,  Gibbstown's water is sampled regularly pursuant  to the New Jersey
 Safe Drinking Water Act,  which requires all public community water systems to be
 tested  periodically for hazardous  constituents.

 Question:  The Proposed Plan  states that the  In-Place Containment  (capping)  is
 a non-permanent remedy with a cost of S2.0 million and that  the  Incineration with
 Off-Site Disposal  is  the  only permanent  remedy and has a  cost of  $36  million.
 It goes on to  state that the cost differential between these  two alternatives .is
 greater than 50 percent of the non-permanent remedy,  and therefore the  In-Place
 Containment is the  option of  choice.   Does this mean that cost was  the  deter-
 mining  factor?  Should cost  be the determining factor if  were are seeking a
 permanent resolution to this problem?

 Response:   Under the  Comprehensive Environmental Response,  Compensation  and
 Liability  Act   (CERCLA),   remedial  alternatives for  a Superfund  site  must be
 evaluated  for  several criteria.  The first and most  important  consideration  is
 whether  a  remedial  alternative is protective of human  health, safety  and  the
 environment.   If two  or  more  remedial alternatives  are determined to meet  the
 protectiveness  requirement, then the alternatives must be weighed  against each
 other based upon the following eight criteria:  1) compliance with other statutory
 laws; 2)  long-term effectiveness  and permanence;  3) reduction  of toxicity,
 mobility  or   volume   through  treatment;   4)  short-term  effectiveness;  .5)
 implementability;  6)  cost;  7)  acceptance  by the United  States Environmental
 Protection Agency (USEPA); and  8)  acceptance by the community.

 Analysis of the In-Place Containment (capping)  remedy and the  Incineration remedy
 indicated  that both  alternatives  were  protective  of human health  and the
 environment.    The  In-Place  Containment  remedy,  however,  was  determined to
 represent the  best  overall balance of the eight remaining criteria under CERCLA.

Comment:  The Proposed Plan states that the SWDA could not be  cost-effectively
excavated due  to its large size. However, BROS Landfill in  Logan Towns&ip, three
miles from Gibbstown,  is  a much  larger site that is being permanently cleaned up
 through excavation and other methods.  This discrepancy disturbs me.
                                      27

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 Response:    The  cost-effectiveness  of  a permanent  remedy  at  a  site is  an
 evaluation that is. made relative to  the hazards that the site presents.  There
 is considerable difference between the Hercules  SWDA and the BROS Landfill.  High
 levels of  polychlorinated biphenyls  (PCBs)  were detected at the  BROS site, and
 the  cancer risk b.ased upon exposure to the PCBs was  much  more severe than the
 cancer risk that was determined based on the Risk Assessment  for the SWDA at the
 Hercules site.   In addition,  the contamination at  BROS was determined to  be
 likely to  migrate from the site, as opposed to  the Hercules SWDA  in which the
 contamination is relatively immobile.  Finally, the ground water and the wetlands
 at the BROS site were found to be much more highly contaminated than at the SWDA.
 In all, the magnitude of the contamination at the SWDA was fairly low, and  this
 was  a  factor which  contributed to the recommendation of the nonpermanent remedy
 of In-Place Containment (capping).

 Question:   How many ground water monitor  wells  have been installed  at the  SWDA
 since  1985?  Why were  these additional wells  installed?   Are there  plans  to
 install additional  ground  water  monitoring  wells?

 Response:   Six additional ground water monitoring wells were installed since
 1985,  for  a total of 11 monitoring wells  surrounding  the SWDA.  The  additional
 wells  were installed to evaluate the area of ground water  contamination and  to
 determine  the  ground water flow  direction.  At  this time there are  no plans  to
 install additional  ground water monitoring wells, however wells may be added  in
 the  future if  sampling  data  indicates  they  are  needed.

 Question:   What safety  precautions will be  arranged if  the Department proceeds
 with Alternative  3  (In-Place Containment)  or  Alternative 4  (Incineration and
 Off-Site Disposal)  as far as  warnings to notify the Township or the  residents  if
 something  goes  wrong?

 Response:  During the construction of the In-Place Containment remedy,  Hercules'
 contractor will be  required to have  approved  site  safety  plans  which would
 specify measures, including notification of  officials, to be taken  in the event
 that  an emergency  arises.   Once the In-Place  Containment Remedy  has  been
 completed,  it  is  unlikely that anything  will go wrong because it  is  a proven
 remediation technology.  Any unexpected changes in soil or  ground water quality
 would  be detected by. the required periodic  inspections  of  the cap and sampling
 of the  monitoring wells.   In the event  of any imminent  hazard, Hercules and/or
 the  Department  would immediately notify the local officials,  who would contact
 the  local  residents.

 Question:  Would the local officials be able to respond quickly if something were
 to occur of catastrophic nature?

 Response:  Based on  the Department's studies there is nothing in the  SWDA that
would leave the site or  migrate from  the site rapidly.   There are no gases being
generated at the SWDA.   Once  the solid material is capped or contained,  the only
place that contamination may  potentially go would be into the ground water.  Any
 change to the ground water would be detected by the Department during the routine
 sampling of the monitoring wells surrounding the  contained waste,  which will
effectively prevent  any threat to the community.

Question:  Has  the tar moved within the last 30 years?

Response:  The tar has moved  a little bit  since  it  was placed at the  SWDA.  The
movement of the tar is due  to the  fact  that  the tar  has different  physical
property depending  on the  temperature.  It  has  a  hard,  glassy surface in the
winter  and in the summer it is soft.   With the change in temperatures  over the
seasons  from the  time that the  tar  was placed there,  it  has moved a  little.
Since there hasn't been  any more material placed  there recently, the  tar'will not
move any further.
                                      28

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 Question:   As  shown in Figure  1 (Location map),  floodgates are  situated  oh
 Clonmell Creek  and adjacent to the SWDA.   Has  the Department or Hercules,  Inc.
 determined the  physical conditions of improvements needed for these structures,
 and their ability to protect the plant and surrounding area from flooding?  Also,
 is  the SWDA cap capable of  withstanding a major  flooding event?

 Response:    The  conditions of the  floodgates and the  ability  of the cap  to
 withstand flooding events will be addressed during the  design of the  SWDA  cap.
 The existing levee along the  Delaware  River provides some  protection  against
 flooding of the SWDA.   In addition, storm water management  controls  will  be a
 primary component  of the final engineered cap  system.

 Question:  The report mentions  a ten foot high fence constructed by the Army Corp
 of  Engineers to separate the Hercules property from the Delaware River.  Does the
 ACOE schedule regular inspections to determine  the levee's structural  integrity
 and its ability to protect  the area  from  flooding?

 Response:   The ACOE did not construct  the Delaware  River  levee and does not
 conduct inspections.  Hercules will maintain responsibility  for  portion of the
 levee  which abuts  their prpoerty.


                RESPONSIBILITY  FOR THE SOLID HASTE  DISPOSAL AREA

 Question:   If someone gets  into the SWDA,  who's responsible?

 Response:  Hercules is responsible for the SWDA,  and will retain  responsibility
 for it  as  long  as  contamination remains there.

 Question:  Who is responsible for  the SWDA after the five year review period has
 elapsed?

 Response:   The  five year review  evaluates the protectiveness  of the  capping
 remedy.  If the Department determines that the  capping remedy is  not protective
 of the environment, Hercules will be required to take additional action to ensure
 protectiveness.   Hercules will retain responsibility for the SWDA as  long  as
 contamination remains there.

 Question:  What would happen if Hercules,  Inc.  were to sell the property before
 the thirty year ground water monitoring period is  over?   Will the buyer of the
 property have to continue monitoring the  ground water?

 Response:  The preferred remedy includes  a  requirement for institutional controls
 at the SWDA.  The institutional controls would  be  in the  form of  a "Declaration
 of Environmental Restrictions" (DER), which is a notice  in the deed file.  The
 DER  would  require a potential   purchaser of  the property  to  maintain  the
 conditions at the  SWDA,  including the 30  year ground water monitoring program.
 Hercules,  Inc.  would retain liability for the contamination,  however,  in the
 event that the property were sold.

Question:  Who would take over  responsibility and  liability for the SWDA in the
event that Hercules were to  go  bankrupt,  and go out of business?  Who  would pay
the cost for maintaining and monitoring the site?

Response:  The Department and the  United States Environmental Protection Agency
would  share responsibility  and liability for the  site  if Hercules were to go
bankrupt.  Public funds would pay  for the cost of maintaining  and  monitoring the
 site.

Question:  Did Hercules  purchase the property knowing  that it was contaminated?
                                      29

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 Response:   Based on the Department's discussions with plant employees familiar
 with the historical operations,  Hercules  was probably aware that  solid  waste
 materials were  placed  in the area now known as the SWDA prior to their purchase
 of  the property in 1952.  However,  the  material  was  most  likely not considered
 "contaminated"  at" that time.

 Question:   Is the Administrative Consent Order  for the Hercules  site still  in
 effect?  If so,  when will  it expire?

 Response:   The  Administrative  Consent Order  is in effect,  and will  continue  to
 be  in effect until the investigation of the  main plant  is  completed.

 Question:   Is the $2 million letter of credit still in effect, or  has  it  been
 reduced?

 Response:   The  $2 million  letter  of  credit is still  in  effect,  though Hercules
 may change  its  form if it  so chooses.

 Question:  If Hercules  wanted to reduce the letter of credit to a smaller amount,
 would the Department have  to agree to that reduction  first?

 Response:   Yes.   The   letter  of  credit must at  least  cover the  cost of the
 cleanup, so in  fact the Department could increase it  if it was  determined  that
 more money  is needed to complete  the cleanup.


                  CAP SPECIFICS/IMPERMEABLE LINER REQUIREMENT

 Comment:  Hercules agrees  that containment of waste materials, collection and
 recycling of lead fragments, ground water monitoring, institutional controls, and
 designation  of  a  Classification Exception Area for ground water underneath and
 surrounding the SWDA.  Hercules, Inc. also concurs with the finding stated in the
 Proposed Plan  that the most serious risk from the SWDA is direct exposure  of
 hazardous substances to a  transient  population  of wildlife and the occasional
 plant employee or trespasser.   Based on this  finding  Hercules, Inc.  agrees  that
 a cover system is needed to prevent direct contact with the tar and miscellaneous
 solid waste  debris.

 DuPont, an adjacent property owner,  supports  the  general concept of containment
 in place for the SWDA.   With the cover in place,  no risk will  be  present because
 direct exposure to the waste is eliminated.   In addition, the ground water does
 not present an unacceptable risk.  Excavation, treatment, and off-site disposal
 (Alternative 4) are unnecessarily costly in light of  the equally protective yet
 more  feasible solution of containing the waste on-site.  Containment eliminates
 the  short term risk  created by implementation of Alternative 4.

 The  Hercules Gibbstown SWDA  has been  under investigation for many years.
 Clearly, the SWDA  should be closed (with a soil cover or other type of cap)  as
 would  be required  of  any SWDA.    Although DuPont  has  concerns  about  the
methodologies and  assumptions used in the risk assessment and believes that  it
 significantly overstates the risk, once covered the SWDA will pose no significant
 risk to human health and the environment.  Rather than continuing to  study the
 SWDA, DuPont  supports  the  Department's  plan  to move  forward and implement the
 in-place containment remedial action.

Response:   The  Department  agrees that  in-place  containment  provides the  best
balance of  a  cost-effective remedy  that reduces  both short-term and  long-term
exposures to the wastes.

Comment:  Hercules,  Inc. disagrees with the  need to  eliminate the exposure of
solid waste to precipitation events, as stated on page 8 of the Proposed Plan.
During the course of the Remedial Investigation, Risk  Assessment  and Feasibility


                                      30

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 Study,  it was never determined that leaching of the solid waste was a migration
 pathway requiring  remediation.   The  data  collected  at  the  SWDA  has  not
 demonstrated  a  need to eliminate  or  prevent  infiltration of the  solid  waste.
 Infiltration of precipitation through  the solid waste/tar has  not been identified
 as  an  exposure  pathway  requiring remediation.   The solid waste/tar has been in
 place  since the late 1950s and there has been no long term degradation of  ground
 water  quality.  Restricting infiltration will not improve the present or  future
 ground water quality.   Since  there presently  is  no requirement to  mitigate  the
 infiltration  pathway (because  there  is  no associated  risk),  Hercules, Inc.
 believes the requirement for an impermeable cap is not technically  justifiable.

 The proposed  "impermeable"   cap required  in the  Proposed  Plan   is  a   rigid
 regulatory  requirement,  that  is not  necessary  given  the  Remedial  Action
 Objectives  to  mitigate  the direct contact  with   the tar  material,   and
 miscellaneous  solid waste.   The  in-place containment  system is focused  on
 reducing the direct contact pathway.  To meet this requirement the capping  system
 in  the Feasibility  Study was  focused on  strength  and long-term  integrity.
 Regarding the need to "eliminate the exposure of the solid waste to precipitation
 events", the promotion of surface water runoff is part  of any capping system,  due
 to  surface drainage requirements  for  an engineered  capping system.

 In  general,  regrading  and  recontouring  the  surface  of  an  area  will promote
 positive  surface   water   flow,   and   significantly  reduce  infiltration   of
 precipitation.  The reinforced soil cap proposed in the  Feasibility Study will
 require regrading and recontouring of the land  surface  now encompassing the SWDA.
 Upon completion of the  new capping system, new vegetative cover will promote
 evapotranspiration of non-runoff water, providing additional  reduction of water
 available to  infiltrate the  cap  system.   In addition,  the  materials used  to
 construct the reinforced soil cap,  along with the proposed  regraded slope  and
 vegetative cover,  will further limit the amount of infiltration of precipitation
 and promote runoff.

 The Department's technical committee comments on the Feasibility Study indicated
 that  the  reinforced  soil  capping   system  construction  materials  are best
 determined in the Remedial Design Phase.   By restricting  the cap to include  an
 impermeable component,  Hercules believes  that  the Proposed Plan is  inconsistent
 with the Feasibility Study, and  the technical committee's recommendations  and
 requirements.   The Proposed Plan does not provide the flexibility  required  to
 create the most technically sound,  cost-effective  engineered cap system which
 meets the requirements of the technical committee.

 In  summary,  an impermeable  cap does not increase the  reduction  in  risk   as
 compared' to a  reinforced  soil cap.   A  reinforced soil  cap  will  mitigate the
 direct  contact  exposure pathway,  prevent migration  via surface  runoff,   and
 engineered properly it will also promote surface water runoff.  Hercules, Inc.
 therefore requests that the Department provide  technical justification for  an
 impermeable liner component for the containment remedy in the Proposed Plan.

 Comment:  The Proposed Plan does  not clearly provide the  basis for  requiring  an
 impermeable cap. The Remedial Investigation and Feasibility Study (RI/FS)  show,
 as  stated  on page  3  of  the  Proposed Plan,  that  "the  tar  constituents  are
 essentially insoluble,  and the tar is relatively impermeable.  This limits the
 leaching capacity of the tar."  Based on the study conclusions and  the lack  of
 an  impact  on  ground  water  from  the tar,  it  is DuPont' s opinion  that   an
 impermeable cap is not necessary.

The  Feasibility  Study  recommended   containment   in   place   (Alternative  3),
consisting of a vegetated soil cover  with a geosynthetic reinforcement layer.
However, on page 6 of the Proposed Plan, under  description of  Alternative  3, and
 impermeable  liner  cap   is  specified at  an  additional estimated  cost   of
approximately $300,000.
                                      31

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 Later in the document  (page 8 under Alternative  3  discussion),  the Department
 appears to be concerned with the potential for future leaching of the solid waste
 materials overlying  the tar.   Based  on  Du Font's  review  of  the data,  the
 low-level constituent concentrations detected in  the ground water appear to be
 related to  the salid waste materials.   For  example,  the highest  concentratipns
 in the  ground water are the compounds cumene and toluene,, which were found to be
 related to  the solid waste.

 It is Du Font's understanding that the rationale  for the impermeable cap is to
 prevent surface  infiltration  from causing  leaching of  the solid waste.   The
 Record  of Decision should clearly reflect the basis for specifying an impermeable
 cap to  justify the additional  expense  as the current  rational is  not explicit.
 Further,  Du Pont supports the Feasibility Study recommendation that a reinforced
 cover is an  appropriate remedy.

 Response:  The Department believes it  is justified  in requiring  an impermeable
 liner as a  component  of the reinforced  soil  cap.   The  requirement  for  an
 impermeable  cap is based on the results of the Risk Assessment, and while direct
 contact with the tars at the SWDA was identified as the primary risk in the Risk
 Assessment, extensive investigations of the area identified other characteristics
 of the  SWDA  that must be addressed by  this  action.

 The impermeable cap is being required to prevent leachate  generation from the
 various solid  wastes  mixed with the tar.  Additionally,  the impermeable cap is
 considered relevant and  appropriate for the SWDA since the aniline still bottom
 tars are a listed hazardous waste and this action- is essentially  a closure of a
 landfill  known  to  contain a  large quantity of  hazardous waste.   While  the
 Department recognizes and emphasizes that the tars  are  "largely insoluble"  and
 thus leaching will be "limited", the fact remains that the tar does slowly leach
 contaminants to the surrounding environment.  The tar samples did leach benzidine
 in a TCLP (Toxicity Characteristic Leaching Procedure) test performed in  1988.
 In addition,  several constituents (i.e., lead, chromium, semi-volatile compounds,
 tentatively  identified compounds,  etc.) found in  the tar sample  analysis  were
 also found in the ground water, underlying soils, and .surrounding surface  waters.
 Some of these constituents were detected at concentrations exceeding ground water
 standards on multiple occasions.   Based on  the concentrations of  lead detected
 in the analysis of the tar, the Department  cannot  be certain that  the levels of
 lead detected in the ground water can be attributed only to the presence  of lead
 fragments found in the area.  During  the excavation  of  test pits through  the
 buried tars and solid wastes, a variety of materials were found above the  water
 table that could potentially.leach contaminants.  The materials found included
 drums,  black ashy material,  soft   tars  and  black  oily materials   (possibly  tar
 sludges).  These  findings  suggest  the  possibility that the  tars are present  in
 varying states and degrees of solubility below the  surface.   Furthermore, during
 implementation  of the  remedial action,  there will be increased heavy equipment
 traffic  on  the waste area,  various  areas will  be  excavated,  graded  and
 consolidated and the cap materials will increase the load on the waste materials.
 All of these factors may increase the mobility of those more fluid  components of
 waste identified in the area.  The  Department believes that  the impermeable  cap
 will provide better containment of  these more fluid  tars  or  tar derivatives  and
 thus  slightly   increase  the reduction in  exposure  risk  as compared  to  the
 reinforced soil cap.

 In summary, the Department agrees that the primary remedial action objective with
 respect to human  health is to  eliminate the direct  contact exposure hazard  by
means of an engineered cover system.   Other objectives  of the remedial action
 include eliminating exposure to other  solid wastes mixed with the tars  and  tar
derivatives and minimizing migration of contaminants  from the tar and other  solid
waste mixed  with the tar and tar  derivatives to  the surrounding environment.
With the site conditions as summarized above, and considering the remedy does  not
 include  any  active ground water remediation,  the Department  believes  that a
properly engineered cover system that includes an impermeable,  flexible membrane


                                       32

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 liner will  maximize  protection of human health and the environment by providing
 better containment at the SWDA in a cost  effective manner.

 Comment:    Hercules  believes  that  the  Proposed  Plan  does  not  provide  the
 flexibility required  to create  the most  technically sound,  cost-effective,
 engineered  cap system which meets the requirements of the technical  committee.

 The Proposed  Plan should  be  less  specific  in the  cap design  to  allow  for
 modification during  the  design phase.  Additional geotechnical consideration is
 needed to determine  the  structural  design of  the cap  considering  the nature of
 the underlying waste.  During the design,  it may be determined that the specific
 cap details outlined in the Proposed Plan may not be the most appropriate cap for
 the SWDA.

 Comment:  Du Pont suggests that the words "or the equivalent" be added at the end
 of  the sentence on page 6, left hand column, under the Alternative 3 discussion:
 "The impermeable cap would consist of a multi-layer system  consisting of an upper
 vegetative  layer underlain by approximately 2  feet of clean fill,  an impermeable
 synthetic  membrane  liner,  and a protective  sub-layer for the  liner,  or  the
 equivalent."  This wording would allow flexibility for minor design modifications
 to  ensure the  integrity  of  the cap  system.

 Response:   The Department agrees  that  it  is appropriate to select  the specific
 capping materials  during the design phase,  and then to determine the necessary
 thicknesses of each material layer based on the material type selected. However,
 this recommendation  made by the Department  during.the Feasibility  Study   is in
 no way  inconsistent with the Proposed Plan requirement that the final  engineered
 cap  include an impermeable barrier  layer.  The  impermeable  layer is a design
 criteria, while the actual construction material used to create this barrier will
 be determined during the  design phase.  Notwithstanding, the Department supports
 Du  Pont's recommendation to add the  phrase  "or the equivalent", as approved by
 the  Department,  to  the  description of the multi-layer  capping  system  to  be
 installed.

 Comment:   Page 7, under Alternative 3,  states that  the  impermeable cap will
 "provide a  sufficient  level of containment for the tar."  The meaning of this
 sentence is unclear because the tar has been shown not to  leach into  underlying
 ground water.  If the Department maintains that an impermeable cap  is  necessary,
 a  sentence  should be  added here that  the impermeable cap  will  help prevent
 further  ground water  degradation  from  the  potential  leaching  of  hazardous
 constituents from  the  solid waste.

 Response:  The Department agrees with this recommendation, and will modify this
 sentence in the Record of Decision to state that the impermeable liner will help
 prevent  ground water  degradation  from  the  potential  leaching  of  hazardous
 constituents from the solid waste material, and help to prevent exposure hazards
 due to  the potential for the  soft tars to eventually breach the soil cover.


                                RISK ASSESSMENT

 Question:  Was there a Risk Assessment conducted to evaluate the effect of the
 SWDA on the  community,  and if so, what were the results of  that Risk Assessment?

 Response:  A Risk Assessment was not done to evaluate the effects of the SWDA on
 the community,  since it is not deemed to be a  risk  to the  general population of
Gibbstown.   The Risk  Assessment  that was  conducted  as part of  the Remedial
 Investigation evaluated the potential effects of the SWDA on people that may come
 in direct contact with it,  such as plant employees and trespassers. ^

Question: What were  the  findings of the Risk Assessment regarding the potential
 effects to people that come  in  contact with the SWDA?


                                      33

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 Response:   The Risk Assessment indicated that the primary risk of the SWDA was
 potential  carcinogenic effects due to direct contact with the tar.  The risk for
.carcinogenic effects was estimated to be eight additional cancers for every one
 thousand people directly exposed by  contact with the tar on a  daily basis over
 a 70 year  period .(a typical lifetime).

 Question:   What about the people that spent a lot  of time  at  the site between
 1952 and 1970? .  A lot of people who are adults now used to ride their bikes and
 built forts in that area as children.   Are there any concerns  about the effect
 of the site on these people?

 Response:   No contaminants  were  found  at  the SWDA that were determined  to  be
 acutely toxic or  hazardous over a short  term of exposure.  As stated previously,
 the tar material  was  determined to be the most hazardous component of the site.
 However, the hazard presented  by the tar would result only from chronic or long
 term  exposure,  or  exposure  over  much  longer  periods of  time  than  those
 experienced by children who may  have played at the  site in  the  past.

 Comment: Although we (Du Pont) do not agree with  the way the risk assessment was
 conducted,  nor  its  conclusions,  it  is  important  to  clarify  that  the  risk
 discussed on  page 4 is from direct exposure.  Once covered, the  pathway would  be
 eliminated,  and no  potential  risk would  be present.    On  page 4,  right-hand
 column,  first sentence,  the word  "direct"  should be added:  "The most  probable
 and maximum carcinogenic risk  is associated with direct  exposure to tar and tar
 soil."

 Response:  The Department concurs with this recommendation to modify the wording,
 and accordingly,  the above  sentence will  be modified  to  state that the  most
 probable and maximum carcinogenic risk is associated with direct exposure to tar
 and soil.

 Comment:  Du  Pont has concerns about the methodologies  and  assumptions  used  in
 the risk assessment and believes  it significantly overstates the risk.   However,
 it  is clear that, once covered, the SWDA will pose no significant risk to  human
 health  and  the environment.   Page  4  of the  Proposed Plan  discusses the  risk
 assessment.  The calculated risk is driven by benzidine and carbazole, which were
not  even detected  in  the tar.  The major constituents actually  detected in the
tar  were not  determined  to  present significant risk.

Du  Pont  does  not  believe that  benzidine is  a major  contributor  to risk because
 it was never detected in the  tar or in the soil.  However, benzidine was detected
 in one Toxicity Characteristic  Leaching Procedure (TCLP)  result for the tar. The
value used in the calculation was derived when the consultant back-calculated  an
estimated concentration in the  tar using the TCLP  data and densities of water and
benzidine.     This  approach  is technically flawed  and  does not conform  with
standard Environmental Protection Agency (EPA) guidance.

Du Pont  does  not believe that  carbazole is  a major  contributor  to risk because
it was detected as  a  tentatively identified  compound  (TIC)  in the tar, but not
in the soil or ground water beneath the  tar.  Because carbazole  was detected  as
a TIC, its actual identity and concentration are highly uncertain.

The  limited data discussed  above was  incorrectly  applied  to  a surface  soil
exposure scenario.   The  assumption that  tar should be  evaluated in the  same
manner as soil is technically flawed  in  that the  tar does not dust and does not
behave similar to  soil.   The assumption that tar adheres to 20 percent of the
body surface, as soil does,  is overly conservative.

The additive effect of these flawed assumptions results in the  assessment  that
dramatically overstates  the  risks associated with the tar.          ^*"
                                      34

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 Response:  The Department does not agree that the risk assessment is flawed.  The
 risk assessment follows accepted methodologies employed by the state and federal
 government.

 Comment:   On  page 7,  under  the overall  protection of human  health and  the
 environment  evaluation of Alternative  2,  the  last  sentence of the  left-side
 column should be removed:  "For all media except the tar, this alternative would
 adequately satisfy the  remedial action objectives in terms of potential risk to
 human  health."  Based on  the  above comments,  the  risks associated with the  tar
 are exaggerated.  This statement also contradicts the Department's own assessment
 of risk, which states that direct exposure is the only significant risk (see page
 4)   With restricted access to  the area,  the potential for direct exposure  to
 human  health is eliminated.

 Response*  As stated in  the responses above, the Department does not believe that
 the risks associated with the  tar are exaggerated.  While direct contact with  the
 tar  is the primary risk,  elimination of that  risk is  not the only objective  of
 the  remedial  action.   Other  concerns include exposure and migration  of  other
 wastes mixed with  the tars and  tar derivatives.


                               GENERAL STATEMENTS

 Comment:  I'm a local  resident and also a former employee of Hercules.   I'm sure
 the Department  and Hercules have done  a lot of study on this and I'm  thankful
 that it can be  capped  and  that we don't have to go.into any incineration. I  think
 incineration would really aggravate the people around here  and cause  a  lot more
 problems  for  us.   But  if you continue  to  study  this  and  follow through with.
 everything, I'm sure everything will be well.

 Comment:  I think that incineration would be a poor solution particularly because
 our highly industrialized area  here  receives more than its share of pollution
 right  now.  I  also believe that Hercules  is in good faith trying to.solve the
 problem.  It would seem to me  that  the solution of incineration  would be out  of
 the question, particularly on-site.  If you want  to take it to  somebody else's
 back yard, all  right,  but  not  here.  And  I would say that really capping  it  would
 probably be the best  answer, particularly if you're monitoring to make sure that
 our ground water is not becoming more contaminated.  That's very important.  I
 would say that  this is the only way you can go. So I believe that as  long as you
 are covering this  and I know  that Hercules  in  good faith is trying to  do  their
 best,  I think that we should  take the most expedient method that would protect
 our  residents.    I also  sympathize  with  people  that  have talked  about the
 possibility of children getting into the area and I think that should  be avoided
 as much as possible.

 Comment:  At the public meeting held  on  August 10, 1994 the mayor of Gibbstown,
 Raymond Williams made a statement to  the audience.  In the statement, the  mayor
 emphasized the following points:

 a.  Hercules, Inc. has a positive and cooperative relationship with the
    township, and over the years has participated in a  number of emergency
    drills with township officials.

b.  The incineration alternative (Alternative  4) would  probably not be well
    received by the citizens  if it were selected  as the final alternative.

c.  The township officials are very concerned  about the quality of the
    drinking water, and consider the monitoring of the  ground water at the
    SWDA to be an important part of the remedial  process.           ^

d.  At the public meeting held on August 10, 1994, a member of the audience
    requested that the most up-to date site maps  available be used in  future


                                      35

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handouts. The Department indicated that  the map used in the handout provided
for the meeting gave an accurate representation of the SWDA conditions.
                                  36

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                                      Figure 1

                                    Location Map
                                Hercules Higgins Plant
                                Glbbstown, New Jersey
   .               _   •.       .     •     .       -
Source: U.S.G.S. Topographic Quadrangle; Bridgeport. New Jersey. (1986)
Scale in Feet


 17«
-------
                   Solid  Waste Disposal Area
Northwest
  Area
  Solid
  Waste
   Pile
                                                                            N
                                                            180
180
                                                                Scale In Feet

-------
                                            Figure 3
                                   Schematic Cross Section off
                                  Existing Conditions at SWDA
                                        Hercules-Hlgglns Plant
                                                                                      South
                                                                                        r-10
                                                                                         -5
                                                         Approximate
                                                           Water
                                                           Table
                                                                                          -10
                                                                                        L--15
100    50
100
       Scale in Feet
        (Horizontal)

-------
                                  Figure M*
                    Conceptual  Plan  of  Engineered
                            Soil  Cap on  SWDA
                            Hercules-Hlgglns Plant
                                                               i existing r*ouie—\
                                                               of  Treated Water X  '
                                                               Discharge Pipeline
                                                                     MW-40
                                                                    MW-40C
                                                                     MW-40B
MW-41
 4-
Legend
	   Solid  Waste Disposal  Area Boundary
    3	   Estimated  Contours (MSL)
    ^-^   Cross Section Line
    ^-      Ground Water Monitoring Well
    »       Abandoned Well
    ~~~]     Solid  Waste
    "';,..•;''[     Exposed Tar
    ::.:.:      Buried Tar
    ; 7T|     Earthen Berm
           Red Material  Basin
                                              MW-43 +
                                                   1QQ	50
100
                                                            Scale in  Feet
                                                          1786A.03.Ot/05.21.93-MKB/05.24.93-CUP/1101

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                                              Figure 5"
                           Schematic Edge Detail of  Engineered  Cap
                                       Hercules-Hlgglns Plant
                                 -Vegetated Cap
                                     Surface
                                              -Geotextile
                                             Reinforcement
                                                              Shortest Pathway
                                                              to Future Exposure
                                                                  of Tar
                                             Soil Cap-
                                             Keyed into
                                             Native Soil
Schematic. Not to Scale

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           Figure  0
       SWDA Ground Water
     Monitoring Well Network
Phase III Remedial Investigation
   Solid  Waste Disposal  Area
        Herculee-Hlgglns Plant
       Qlbbatown, New Jersey
          Exposed Tar

          Buried Tar

          Earthen Berm

          Red Material Basin
 Legend



 ~ ~ ~  Access Rood

 	  Plank Walk to North Ditch

 ——-  Hercules Property Line  (Approximate)

 — • —•—  Solid Waste Area Boundary

 = ; =• =>  Surface Water Drainage Feature

         Abandoned Well

         Ground Water Monitoring Welt

   SG ©   Staff Gauge


  |   [   Solid Waste

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                                    Table 1
                          Administrative Record Index
                          Hercules  Incorporated  -  SWDA


o  Administrative  Consent Order  entered  into  between Hercules and NJDEP;
   Paragraph 34  requires  Investigation of SWDA  (July 1986)

o  Phase I Work  Plan  (September  1986)

o  Results of Phase I  Investigation of SWDA  (March 1988)

o  Addendum to Results of Phase  f  Investigation (September 1988)

o  Phase II Investigation scope  of Work  (September 1988)

o  Phase II Supplemental  Investigation Scope  of Work (February 1989)

o  Phase II Remedial Investigation Results, SWDA  (June 1989)

o  Phase II Addendum, Hercules Plant  (June 1990)

o  Phase III Remedial Investigation Work Plan and Quality Assurance Project Plan,
   QAPP (April 1992)

o  Response to Comments on Phase  II Remedial Investigation Work Plan  (June 1992)

o  Revised QAPP  for SWDA  Remedial  Investigation (June 1992)

o  Revised Table 4-1 of the QAPP (July 1992)

o  Analytical Method for  Differentiation of Diphenylamine/Nitroeodiphenylamine
   in QAPP (August 1992)

o  Phase III Remedial Investigation, SWDA (February 1993)

o  NJDEP Approval of Remedial Investigation Activities (May 1993)

o  Final Revised Feasibility Study (October 1993)

o  Revised Risk Assessment (December 1993)

o  Public Meeting to Present Proposed Plan for  SWDA (August 1994)

o  USEPA Correspondence to NJDEP Regarding Selected Remedial Alternative (June
   1995)

o  NJDEP Correspondence to USEPA  Regarding Decision to Modify Selected Remedial
   Alternative (August 1995)

-------
                                    Table 2
                     TBCs-New Jersey Soil Cleanup Criteria (pp»)
                          Hercules  Incorporated  -  SWDA
Volatile OroanicB

Acetone
Acrylonitrile
Benzene
Broraodichloromethane
Bromoform
Bromomethane
2-Butanone  (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroform
Chloromethane
Dibromoch1oromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (trans)
1,2-Dichloroethene (cis)
1,2-Dichloropropane
Ethylbenzene
4-Methyl-2-pentanone (MIBK)
Methylene Chloride
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethylene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene (TCE)
Vinyl chloride
Xylenes (Total)

Base/Neutral Extractables

Acenaphthene
Anthracene
Benzo(b)fluoranthene
Benzo(a)anthracene
Benzo(a)pyrene (BaP)
Benzo (k)fluoranthene
4-Chloroaniline
Bis(2-chloroethy1)ether
Bis(2-chloroisopropy1)ether
Bis(2-ethyIhexy1)phthalate
Butylbenzyl phthalates
Chrysene
Dibenz(a,h)anthracene
Di-n-buthyl phthalate
Di-n-octyl phthalate
                              Residential
                              Direct  Contact
                              Soil Cleanup
                              Criteria
 1000
    1
    3
   11
   86
   79
 1000
    2
   37
   19
  520
  110
  570
    6
    8
 1000
   79
   10
 1000
 1000
   49
   23
  170
   34
    4
 1000
  210
   22
   23
    2
  410
 3400
10000
   .9
   .9
  .66
   .9
  230
  .66
 2300
   49
 1100
    9
  .66
 5700
 1100
               Non-Residential
               Direct Contact
               Soil Cleanup
               Criteria
 1000
    5
   13
   46
  370
 1000
 1000
    4
  680
   28
 1000
 1000
 1000
   24
  150
 1000
 1000
   43
 1000
 1000
  210
   97
  310
   70
    6
 1000
 1000
  420
   54
    7
 1000
10000
10000
    4
    4
  .66
    4
 4200
    3
10000
  210
10000
   40
  .66
10000
10000
               Impact to
               Ground Water
               Soil Cleanup
               Criteria
  100
    1
    1
    1
    1
    1
   50
    1
    1
    1
   10
    1
   10
    1
   10
   50
    1

  100
   50
    1
  100
    1
    1
    1
  500
   50
    1
    1
   10
   10
  100
  100
   50
  500
  100
  500

    1
   10
  100
^100
  500
  100
  100
  100

-------
                              Table 2 (continued)
 1,3-Dichlorobenzene              5100
 1,4-Dichlorobenzene               570
  3,3'-Dichlorobenzidine             2
 1,3-Dichloropropene  (cia  &  trans)   4
 Diethyl  phthalate              10000
 Dimethyl phthalate             10000
 Fluoranthene                     2300
 Fluorene                        2300
 Hexachlorobenzene                .66
 Hexachlorobutadiene                 1
 Hexachlorocyclopentadiene        400
 Hexachloroethane                    6
 Indendo(l,2,3-cd)pyrene           .9
 laophorone                       flOO
 Naphthalene                       230
 Nitrobenzene                      28
 N-Nitrosodiphenylamine            140
 N-Nitrosodi-n-propylamine        .66
 Pyrene                           1700
 1,2,4-Trichlorobenzene            68

 Acid Extractables

 4-Chloro-3-methyl phenol        10000
 2-Chlorophenol                    280
 2,4 Dichlorophenol               170
 2,4-Dimethyl phenol              1100
 2,4-Dinitrophenol                110
 2-Methylphenol                   2800
 4-Methylphenol                   2800
 Pentachlorophenol                  6
 Phenol                          10000
 2,4,5-Trichlorophenol            5600
 2,4,6-Trichlorophenol             62

 PAH's

 Acenaphthene                     3400
 Anthracene                      10000
 Benzo(b)fluoranthene              .9
 Benzoja)anthracene               .9
 Benzo(a)pyrene  (BaP)              .66
 Benzo (k)fluoranthene             .9
 Chrysene                            9
 Dibenz(a,h)anthracene             .66
 Fluoranthene                     2300
 Fluorene                         2300
 Indendo(l,2,3-cd)pyrene           .9
 Zsophorone                       1100
 Naphthalene                      230
 Pyrene                           1700

Metals

Antimony                          14
Arsenic                           20
 Barium                           700
 Beryllium                           1
 Cadmium                             1
 Copper                           600
Lead (Total)                     100
Mercury  (Total)                   14
 10000
 10000
     e
    5
 10000
 10000
 10000
 10000
    2
   21
 7300
  100
    4
 10000
 4200
  520
  600
  .66
 10000
 1200
10000
 5200
 3100
10000
 2100
10000
10000
   24
10000
10000
  270
10000
10000
    4
    4
  .66
    4
   40
  .66
10000
10000
    4
10000
 4200
10000
  340
   20
47000
    1
  100
  600
  600
  270
 100
 100
 100
  1
 50
 50
 100
 100
 100
 100
 100
 100
 500
 50
 100
 10
 100
 10
 100
 100
100
 10
 10
 10
 10
100
 50
 50
 10
100
100
 5
500
100
500
500
100
100
100
500
 50
100
100

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                             Table  2  (continued)
Nickel (Soluble salts)
Selenium (Total)
Silver
Thallium
Vanadium
Zinc

Pesticides/PCBs

Aldrin
4,4'-DDD (p,p'-TDE)
4-4'-DDE
4-4*-DDT
Dieldrin
Endosulfan
Endrin
Heptachlor
Lindane
Methoxychlor
PCBs
Toxaphene

Other

Benzyl Alcohol
Cyanide
  250
   63
  110
    2
  370
 1500
  .04
    3
    2
 f  2
 .042
  340
   17
  .15
  .52
  280
  .49
   .1
10000
 1100
 2400
 3100
 4100
    2
 7100
 1500
  .17
   12
    9
    9
  .18
 6200
  310
  .65
  2.2
 5200
    2
   .2
10000
21000
 50
 50
 50
500
 50
 50
 50
 50
 50
 50
 50
 50
                                        50

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                                                                  Table  3
                                                Potential  Location  Specific'ABARs
                                                    Hecules Incorporated  -  SWDA
         Location
            Citation
       Requirement
       Comments
Within 100-yr Floodplain
                                    I.J.A.C.  7:26-10.3
                                    40 CFR 264.18(b)
                                    Hazardous wast*  facilitiaa mat ba
                                    daaignatad.  constructed, oparatad
                                    A aMtntainad to  avoid washout
                                    Construction of any BQBA
                                    traataMot. atoraga. oz
                                    disposal facilitiaa will have to
                                    aiaat thasa raqulraaMOta
Hitbin Floodplaia
Exacutiva Order  11980.
Protection at Floodplaina. (40 CPK
«. AppandlT A)
Action to ovoid advacs* atfacts,
•Inimlsa potantial hasard. raatoca
A pzaaarva "**j«ir"1 & baoaticial
valuaa
Actiona in floodplaina will hava
to aaat tbaaa raquiraManta
Flood Bacazd Oraaa
Flood Haxard Araa Bacalatlooa
(I.J.A.C. 7:13)
                                    Flood Basard Araa Control Act
                                    (I.J.S.A.  S8:1«A-SO)
Actiona to •iniaica haxarda &
advvraa aCCacta of construction
             aetivitiaa
Activltiaa in dalinaatad watlamd
araaa will hava to awat tbaaa
ratiulovanta
Hatland*
Fraohwatar Hatlanda  Protactioo Act
and Bulaa
(H.J.S.A. 13.98.  B.J.A.C. 7:7A)

Exacutlva Ordar 1190. Frotaction
of Hatlaada
(40 CFB 6. Appaodiz  A)
Actiona to adoladaa tha
daatruction.  loaa. or
dagzadation of watlanda
Activitia* in dalinaatad watland
araaa will bava to aaat thaaa
raqulraannta
Araa Af facting Stzaaaj or Kivar
Flab and Hildllfa Coordination Act
(16 U.S.C. 66 at Baq.); 40 CFR
6.302)
Action to protact  flab or wildlife
Tha Fiah and wildlifa
Coordination Act raquiraa
conaultatlon
with tha Oapt. of Flab & Gaaa
prior to any action that would
altar a body of watar of- tba US

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                      Table 4
Summary of Detailed Evaluation of Remedial Alternatives
            Hercules Incorporated - SWDA

Evaluation Criteria
Overall Protection
of
Human Health &
the Environment
Compliance with
ARARS
Long-Term
Effectiveness
Reduction of
Toxicity, Mobility,
or Volume
Short-Term
Effectiveness
Implementability
(
Estimated Cost
Site-Wide Alternatives
1
No Action
Low
Low
Lqw
None
High
High
$201,000
2
Limited
Action
Low to
Moderate
Low
Low to
Moderate
None
High
High
$478,000
3
In-Place
Containment
High
Low
High
Moderate
Moderate
Moderate to
High
$1,956,000
4
SW and Tar
Incineration
High
Low to
Moderate
High
High
Low
Low
$36,875,000
North Ditch Alternatives
ND-1
No
Action
Moderate
Low
Moderate
None
High
High
$60,000
ND-3
Filling
Low to
Moderate
Low
Low to
Moderate
None
Very Low
Moderate to
High
$364,000
ND^
Dredging &
Restoration
Moderate
Low to
Moderate
Moderate
Low
Low
Low to
Moderate
$393,000

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                                        Table 5
                       Contaminants of Concern/Media of Concern
                             Hercules Incorporated - SWDA
                                         Media
Maximum Concentrations/
Contaminants of Concern
Ground Water
Surface Water
Sediment   Fish Tissue
Benzene(6 ppm)
Toluene(20 ppm)
Cumene(710 ppm)
Cumene(180 ppb)*
Phenol(1.3 ppm)
2,4/2,6 dinitrotoluene
total (344 ppb)
Diphenylamine(640 ppm)
Chromium(692 ppm)
Lead(5.80 ppb)
Mercury(1.7 ppm)
Nickel(75.6 ppm)
Silver(16.7 ppm)
Zinc(756 ppm)
                                  X

                                  X
                                  X
                                  X

                                  X
                                  X
                                  X
                                  X
                                                 X
                                                 X
*below criteria of 300 ppb

-------