United States        Office of
           Environmental Protection   Emergency and
           Agency           Remedial Response
EPA/ROD/R03-90/094
September 1990
&EPA  Superfund
          Record of Decision:
          Brown's Battery Breaking,  PA

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 50272-101
  REPORT DOCUMENTATION
         PAGE
1. REPORT NO.
     EPA/ROD/R03-90/094
                                           3. Reclpient'e Accaaaion No.
  4. THe and SubtfDe
   SUPERFUND RECORD  OF DECISION
   Brown's Battery Breaking, PA
   First Remedial Action - Final
                                           S. Report Dilt
                                                     09/28/90
  7. Autfior(t)
                                                                    B. Performing Organization Rapt No.
  ». Performing Organization Name and Addrcaa
                                                                    10. Project/Taak/Work Unit No.
                                                                    11. Contnct(C) or Grant(G) No.

                                                                    (C)
  12. Sponsoring Organization Nam* and Addrtaa
    U.S.  Environmental Protection  Agency
 •  401 M Street, S.W.
    Washington, D.C.   20460
                                           13. Typ» of Report A Period Covtrad

                                                     800/000
 15. Supplementary Motaa
 18. Abefract (Limit: 200 worda)
  The 14-acre  Brown's Battery Breaking site is an  inactive lead-acid battery processing
  facility in  Tilden Township, Berks  County, Pennsylvania.  The  area surrounding the site
  is primarily agricultural with scattered rural residences.   The site is  bordered by
  Conrail tracks,  Mill Creek, and the Schuylkill River.  The  site lies within the 100-year
  floodplain of the Schuylkill River.   From 1961 to  1971, the facility recovered
  lead-bearing materials  from automobiles and truck  batteries by breaking  the battery
  casings, draining the acid, and recovering the lead alloy grids,  plates,  and plugs.
  During this  time, the crushed casings were used  as a substitute for road gravel or
  disposed of  onsite.  The State conducted onsite  and offsite investigations during the
  1980s that identified lead concentrations in excess of acceptable limits in residents,
  livestock, soil, and surface waters.   A 1983 EPA investigation revealed  extensive lead
  contamination in onsite  soil and  sediment located  in the Schuylkill River.  As a result
  of the investigation, EPA initiated an Immediate Removal Request  to relocate three
  families and to  excavate and consolidate 13,000  cubic yards of contaminated soil and
  battery casings  into an  onsite containment area,  that was covered with a low
  permeability cap.  A second removal,  initiated in  1990, consisted of temporarily

  (See Attached Page)
 17. Document Analyale a. Daacriptora
    Record of Decision  -  Brown's Battery Breaking,  PA
    First Remedial Action - Final
    Contaminated Media:  soil, sediment
    Key Contaminants:   metals (lead)

   b. ktonlifiera/Open-Endcd Tarma
   c. COSATI Reid/Group
 16. AvallaMlty Statement
                            It. Security daaa (Thia Report)
                                   None
                                                      20. Security Claaa (Thia Page)
                                                             None
21. No. of Pagea
       87
                                                                                22. Price
(Se«ANSl-Z39.t8)
                                      SM Initructioni on
                                                                                (Formerly NTIS-3S)
                                                                                Department of Commerce

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EPA/ROD/R03-90/094
Brown's Battery Breaking, PA
First Remedial Action - Final

Abstract  (Continued)

relocating all onsite residents.  The cleanup strategy for the site consists of three
operable units: site access; remediation of onsite soil and battery casings; and ground
water remediation.  This Record of Decision addresses site access; subsequent actions
will address soil and ground water remediation.  The primary contaminant of concern
affecting the soil and sediment is lead.

The selected remedial action for this site includes permanently relocating all onsite
residents and businesses to compatible offsite locations; decontaminating personal
belongings,  as appropriate; and implementing site access restrictions including fencing
and institutional controls including deed restrictions.  The present worth cost for this
remedial action is $342,900.  There are no O&M costs associated with this remedial
action.

PERFORMANCE STANDARDS OR GOALS:  There are no chemical- specific ARARs for this operable
unit.   The initial remedy will eliminate human contact with the soil and sediment.  Site
use and access restrictions will reduce the potential for transport of contaminants
offsite.

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              DECLARATION FOR TEE RECORD OF DECISION
 SITE NAME AND LOCATION

 Brown's Battery Breaking Site
 Tilden Township, Pennsylvania
 Operable Unit I - Site Access

 STATEMENT OF BASIS AND PURPOSE

 This decision document presents the selected remedial action for
 the Brown's Battery Breaking Site, located in Tilden Township,
 Berks County, Pennsylvania.  The remedial action was developed in
 accordance with the Comprehensive Environmental Response,
 Compensation and Liability Act of 1980 (CERCLA), as amended by
 the Superfund Amendments and Reauthorization Act of 1986 (SARA),
 and to the extent practicable, the National Oil and Hazardous
 Substances Pollution Contingency Plan (NCP).  This decision is
 based on the Administrative Record for this site.

 The Commonwealth of Pennsylvania concurs with the selected
 remedy.

 ASSESSMENT OF THE SITE

 Pursuant to duly delegated authority, I hereby determine pursuant
 to Section 106 of CERCLA, 42 U.S.C. § 9606 that actual or
 threatened releases of hazardous substances from this site, if
 not addressed by implementing the response action selected in
 this Record of Decision  (ROD), may present an imminent and
 substantial endangerment to the public health, welfare, or the
 environment.

 DESCRIPTION OF THE SELECTED REMEDY

 The selected remedy for Operable Unit I, Permanent Relocation,
will eliminate human contact with contaminated soil, contaminated
ground water, and lead-bearing dust particles.  The overall site
cleanup strategy consists of two additional Operable Units:
Operable Unit II which will address contaminated soils and
battery casings, and Operable Unit III which will address the
 contaminated ground water.  Remedial action under Operable Unit I
 is consistent with the future remedial activities.

The major components of the selected remedy include:

     o  Permanent relocation of all onsite residences and the
        onsite business

     o  Decontamination of personal belongings as appropriate

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     o  Construction of a six-foot fence topped with barbed wire
        around the perimeter of the site

     o  Deed restrictions to prevent future residential and
        industrial use of the site.

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.  This remedy utilizes
permanent solutions and alternative treatment (or resource
recovery) technologies to the maximum extent practicable given
the limited scope of this action.  However, because treatment of
the principal threats of the site was not within the limited
scope of this action, this remedy does not satisfy the statutory
preference for treatment as a principal element.  The Operable
Unit II Feasibility Study is evaluating several permanent
solutions and alternative treatment technologies for their
applicability to remediate contaminated soil and battery casings.


Because this remedy will result in hazardous substances remaining
onsite above health-based levels, a review will be conducted
within five years after commencement of remedial action to ensure
that the remedy continues to provide adequate protection of human
health and the environment.
                                              SEP 2 8 1990
Edwin B. Erickson                           Date
Regional Administrator
Region III

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                       THE DECISION SUMMARY


 Sit*  History  and  Enforcement Activities


 Site  Description

 The Brown's Battery  Breaking Site  is located in Tilden Township,
 Berks County,  Pennsylvania at latitude 40° 31'  15"  N and
 longitude 76° 00'  06" W.   The site is approximately 14  acres  in
 size  and is located  approximately  two miles northwest of
 Shoemakersville,  Pennsylvania (Figure 1).  The projected 1990
 population of Shoemakersville is 1,410 people.

 The site is bordered by Conrail tracks to the northwest, Fisher
 Dam Road to the northeast, the Schuylkill River to the southeast,
 and Mill Creek to the southwest (Figure  2).

 The land use  in Berks County is agriculturally oriented with
 scattered rural residences on a wide variety of lot sizes.  The
 largest concentration of  farmland  in the county is  in the
 vicinity of the site.  Pockets of  commercial development exist in
 Shoemakersville to meet the needs  of the rural community.  The
 county's industrial  land  use tends to be concentrated in the
 urban areas and along major roadways and rail lines.

 Tilden Township is in the foothills of Blue Mountain, which
 includes the  Hawk Mountain Sanctuary and Pinnacle Peak
 Conservation  area to the  east of the site.  The Schuylkill River
 is designated a state scenic river and in Tilden Township it is
 used  for recreation, including swimming, small boat launching and
 summer riverfront cottages.

 Conservation  groups  in the region  include the Schuylkill River
 Greenways Association and the Berks County Conservancy.  Both
 groups seek conservation  easements along the Schuylkill River and
 the railroad  that follows its banks.  The Berks County
 Conservancy owns  a 35-acre easement just north of the site.

 Site  area topography is relatively flat with the exception of two
manmade features.  The Conrail railroad berm rises  9 feet above
 the site and  the  containment area  is elevated 6 to  8 feet above
 the surface.   Approximately 50% of the site is located in the  10-
year  floodplain.  The entire site, except for the central portion
of the containment area,  is within the 100-year floodplain.

Currently four residences and one  business are located on the
site:   a one  story brick  home, two mobile homes, a  log cabin
 structure,  and an automobile and truck service shop (Figure 2).
The log cabin residence was constructed  prior to 1860 and has
potential historic significance.

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                          CONTOUR INTERVAL: 3D FEET
SOURCE: U.3.Q.8., 1«7t, AUBURN. PA. 7.5 MINUTE SERIES
      QUADRANGLE AND U.S.Q.S.. 1077. HAMBURG, PA.
      74 MINUTE SERIES QUADRANGLE.
           FIGURE  1
BROWN'S  BATTERY BREAKING
     SITE LOCATION  MAP

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xtNCE AND TCCHNOLOCf CORP.






          PHILADELPHIA. PENNSYLVANIA
BROWN'S BATTERY  BREAKING SITE

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Site History

From 1961 to 1965 the lead recovery process at the Brown's
Battery Breaking Site involved placing batteries on their sides
upon a conveyer belt that carried them to a hydraulic guillotine.
The guillotine sliced the top from each battery casing, allowing
access to the lead alloy grids.  In the early years of operation,
the open-top batteries were manually inverted and the sulfuric
acid was poured directly onto the ground, along with the battery
grids.  The empty battery casings were deposited on the ground
surface to the west side of the breaking building and in several
pits located along Mill Creek and the railroad tracks.  Battery
grids were loaded onto a trailer for transport and resale.

From 1965 to 1971, the battery casings were rinsed with water
prior to disposal to remove any residual lead oxides remaining in
the casings.  The rinse water was collected in steel tanks
together with the insoluble lead oxide.  At the end of each
working day the insoluble lead oxide was recovered and shovelled
into the trailer containing the battery grids.  The rinse water
was then poured directly onto the ground.  The casings were
crushed after rinsing and the smaller battery casing pieces were
sometimes used as a substitute for road and driveway gravel
around the site and for several local properties, including farms
and at least one housing development.

During the ten years of facility operations, battery casings were
deposited over much of the site.  The total number of batteries
processed on the site is unknown.  Operations at the Brown's
Battery Breaking Site ceased in 1971, following the sudden death
of the owner/operator.  In 1978 the site was purchased by the
current owner of the site.  The parcel of land in the northeast
portion of the site surrounding the log cabin is owned by a
separate individual.

In March 1980, the Pennsylvania Department of Environmental
Resources (DER)  was requested to examine the cattle and water
supplies at a dairy farm near the site in Shoemakersville,
Pennsylvania.  Tests on the cattle and farm-pond water indicated
elevated lead levels.  Further investigation revealed the use of
broken battery casings as the driveway materials at the farm.
The farmer identified a nearby property on Fisher Dam Road,
formerly owned by Robert Brown, as the supplier of the battery
casings.

In June 1983, the Pennsylvania Department of Health  (DOH) tested
the blood of the four young children residing on the site.  The
blood tests for all four children revealed lead concentrations in
excess of the 30 micrograms per deciliter (ug/dl) health action
limit.   The health action limit was established by the Centers
for Disease Control (CDC).  DOH subsequently instructed parents

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 on  proper  cleaning procedures and limiting the children's
 activities in  contaminated areas.

 A Preliminary  Assessment and Site Investigation  (PA/SI) was
 conducted  by EPA  in  1983.  The PA/SI established extensive lead
 contamination  in  onsite soils and in sediments located in the
 Schuylkill River.

 Based  on the PA/SI results, the EPA ON-Scene Coordinator (OSC)
 determined that a detailed Extent of Contamination (EOC) survey
 was required.  The EPA Environmental Response Team (ERT) was
 tasked to  design  a multimedia survey that would address the areas
 of  concern identified during the PA/SI.  The survey had the
 following  objectives:

     o Determine  the areal and vertical extent of contamination,
       including  battery casings, soils, and sediments;

     o Determine  the total quantity of waste materials present
       and identify deposits of potentially recoverable lead; and

     o Determine  the potential for surface water, ground water,
       and air to transport lead from the site.

The field  sampling program for the EOC survey was conducted
November 1-3,  1983 by ERT.  Samples were collected from soil,
air, vegetables grown in two onsite gardens, two drinking-water
wells, Schuylkill River and Mill Creek surface waters and
sediments,  ponded water on the site, and battery casing piles.
Figure 3 illustrates the ERT sampling locations and associated
lead concentrations.  In addition, battery casing depths were
recorded along an established sampling grid, and sampling points
were surveyed.  A rapid turnaround Feasibility Study  (FS) report
was completed during this same time period.  The purpose of the
report was  to evaluate methods of hazard mitigation.

The FS conducted  evaluated seven hazard mitigation alternatives:

     1.    Disposing of the wastes offsite;
     2.    Constructing a secure landfill onsite;
     3.    Capping the wastes onsite;
     4.    Incinerating the wastes onsite;
     5.    Soil washing of waste for offsite use or disposal;
     6.    Stabilizing waste onsite; or
     7.    Limited waste removal from the site.

The study  was completed in December 1983, and concluded that
capping addressed the immediate threat to the public  health by
preventing  direct contact with lead bearing soils and dust by
people living or  working on the site.

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APmOMIMIE WMPIC STATION^
EXTENT OF COMTAMMATON 8URVEV
{_)   MTTEIWCASMM FOUND AT SITE


/\  SEOMCNI/EUnFMX WMTER SMO>UNa SITE



     W » SURFACE WMTENOONCOfflMnONS


     S-
                                     SCALE: NONE

                                     Sown: MiiiMail t«n

                                          ta rn*ntwm
                                         JUMIW4
                                                                                       WA NO. 914)1-31B4
            FIGURE 3
      PREVIOUSLY IDENTIFIED
    AREAS OF CONTAMINATION
    AND SAMPLING LOCATIONS
BROWN'S BATTERY BREAKING  SITE

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 A  CERCLA  Immediate Removal Request was forwarded from EPA Region
 III to EPA Headquarters on October 6, 1983.  Approval was granted
 on October 20,  1983, and the three families residing on the site
 were  relocated  on October 31, 1983.  Excavation of the
 contaminated soils and battery casings began on January 9, 1984
 and continued until June 13, 1984. Soils and battery casings were
 placed in the southwest section of the site and covered with a
 low-permeability soil cap.  This area is referred to as the
 "containment area."

 The amount of excavated battery casings and soil materials moved
 into  the  containment area during the removal action was reported
 as approximately 13,000 cubic yards.  Nearly 20,000 cubic yards
 of clean  fill was used to regrade the excavated areas, primarily
 on the northeast, the southeast, the area between the railroad
 tracks and containment area, and central portions of the
 property.  The  containment area was capped with over 6,000 cubic
 yards of  low-permeability soil.  The resulting containment area
 measured  600 feet by 230 feet and was 6 to 8 feet high.  The
 total cost of the removal and containment was approximately 1.4
 million dollars.  The removal action was formally completed on
 July  11,  1984.


 Inclusion on the National Priorities List

 The Brown's Battery Breaking Site was proposed for inclusion on
 the Superfund National Priorities List (NPL) in October 1984.
 The site was formally placed on the NPL in June 1986.


 Current Activities

 As a result of  the Remedial Investigation/Feasibility Study
 (RI/FS) sampling activities conducted between June 1989 and March
 1990,  a second  removal action was determined to be necessary.
 This decision was based on a toxicological review of surface soil
 sampling results which found elevated lead concentrations on the
 property of current residents and in areas immediately adjacent
 to their homes.  A detailed discussion of the location and
 analytical results of the samples is included below in the
 "Summary of Site Characteristics".

The second removal action was initiated in June 1990 and  is
currently in progress.  This action provides for temporary
relocation of all onsite residents to suitable offsite locations.
Seven adults and two children currently reside onsite in  the four
 residences.  This action does not address the onsite automobile
and truck service shop which employs four adults, two of  which
reside in onsite residences.

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History of CERCLA Enforcement Activities

Between October  24 and 26,  1983, General Battery Corporation
(GBC) and the site owner were verbally notified of EPA's intent
to  conduct removal activities at the site and to determine
whether responsible parties would voluntarily perform such
activities.  A follow-up letter on November 17, 1983 to both
parties indicated that, since neither the site owner nor GBC had
notified EPA of  their willingness to undertake the removal
activities, EPA  would proceed with such activities.

On  June 30, 1987 GBC entered into an Administrative Order On
Consent to perform the RI/FS for the Brown's Battery Breaking
Site.  However,  on August 4, 1988 GBC formally notified EPA that
GBC was "unwilling to proceed with the performance of the RI/FS,
as  modified by the EPA."  On August 25, 1988 the Regional
Administrator notified GBC that EPA would take over the RI/FS and
release GBC from all obligations under the June 30, 1987 Consent
Order, except for the obligation to pay any stipulated penalties
and accrued oversight costs.

In  March of 1985, the United States brought a civil action,
pursuant to Section 104 and 107 of CERCLA, 42 U.S.C. § § 9604 and
9607, against GBC and the site owner.  In the action, the United
States sought its past costs for the 1983-84 removal action and
for all subsequent costs associated with the response work at the
site.

On  June 1, 1990 the United States District Court for the Eastern
District of Pennsylvania granted the United States' motion for
partial summary judgment by finding GBC and the current site
owner liable for those past and future costs not inconsistent
with the NCP.  In addition, the Court granted the United States
sixty days to answer GBC's counterclaims.

On  July 27, 1990 EPA issued a Unilateral Order pursuant to
Section 106(a) of CERCLA, 42 U.S.C § 9606(a), to GBC and the site
owner, to perform additional removal work at the site.  The order
required GBC and the site owner to either temporarily relocate
those onsite residents desiring such relocation or excavate
contaminated surface soils and relocate affected residents during
the excavation.  The order provided the respondents with three
business days from receipt of the order to indicate whether they
intended to comply with the terms of the order.


Highlights of Community Participation

The onsite residents and workers have been kept well informed of
the site conditions throughout the remedial field activities.
Frequent informal meetings were held with individuals outside of
their residence or at the onsite business.  Residents and workers

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were also  informed of the overall clean-up strategy and were
frequently updated via phone calls with the status of EPA's major
actions.

A meeting  was held on July 24, 1990 in the Tilden Township
Municipal  Building to discuss the rights and benefits of the
residents  associated with the temporary relocation action.  The
meeting was attended by all adult site residents and
representatives  from EPA Region III, EPA Headquarters (HQ), and
the United States Army Corps of Engineers (USAGE).

All public participation requirements of Sections 113(k)(2)(B)
(i-v) and  117 of CERCLA were met in the remedy selection process.
A one quarter page newspaper advertisement was published in the
Reading Times on August 17, 1990.  It specified the availability
of the Proposed Remedial Action Plan (PRAP), public comment
period, and the location of the Administrative Record.  All
onsite residents and known Potentially Responsible Parties were
mailed a copy of the PRAP at the beginning of the public comment
period.

The public comment period on the PRAP began on August 17, 1990
and ended  on September 15, 1990.  A public meeting to discuss the
PRAP was held on September 4, 1990 at the Tilden Township
Municipal  Building.  Approximately 40 people attended,  including
former and current site residents, the current site owner,
supervisors from Hamburg Borough as well as staff from  EPA Region
III, USAGE, and DER.

Residents  and the site owner were mailed a copy of the  PRAP
meeting transcript on September 21, 1990.  Comments on  the PRAP
were received from two sources.  One resident wrote he  was "not
moving" and GBC submitted several comments and questions.

Media interest has been primarily local.  However, on
September  24, 1990 WFMZ-TV Channel 69 (Independent) in  Allentown
called EPA for information about the site after being contacted
by one of  the onsite residents.


SCOPE AMD  ROLE OF OPERABLE UNIT WITHIN SITE STRATEGY

The overall site clean-up strategy consists of three Operable
Units:  1) site access; 2) remediation of onsite soils  and
battery casings; and 3) remediation of ground water.  This Record
of Decision addresses Operable Unit I, Site Access.

The RI/FS  currently in progress has documented extensive
contamination of onsite soils.  It documents the release  of
contamination into adjacent surface water and sediments and  into
the ground water of the upper aquifer.  Contamination to  the
ground water appears to be limited and has not significantly

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 affected the two onsite  residential wells.  The full extent of
 ground water contamination will be determined during a second
 RI/FS scheduled to begin in late 1990/early 1991.

 The  Operable Unit I  remedial action must be consistent with
 future remedial activities.  Based on the location, volume and
 level of contamination determined during the ongoing RI/FS, it is
 anticipated that extensive soil excavations will occur in areas
 immediately adjacent to  the residences and the business.
 Extensive excavation activities will require significant site
 access restrictions  during the Operable Unit II remedial
 activities.
 SUMMARY OF SITE CHARACTERISTICS

 In this section, results of the sampling and chemical analyses
 from the Operable Unit II RI are given, and the nature and extent
 of contamination in each medium sampled are discussed.  Media
 sampled include soil, ground water, surface water, and sediments.
 Air was not sampled during the RI, but the potential for
 contaminant migration via the air pathway was evaluated using the
 Industrial Source Complex  (ISC) model.  Data generated by the
 Contract Laboratory Program (CLP) was validated according to EPA
 Region III protocols.  All CLP data reviewed in the following
 sections represents validated results.

 Soil is by far the most contaminated medium onsite.  Lead is the
 most abundant, widespread, and concentrated contaminant present.
 Low concentrations of other metals and Target Compound List  (TCL)
 organic contaminants were also sporadically detected in soils and
 other media, but these contaminants are relatively minor and do
 not pose significant environmental hazards.  Therefore, the
 following discussion on the nature and extent of site
 contamination focuses on the occurrence of lead.

 Site soils and associated lead-bearing wastes (battery
 components) are the primary sources of lead occurring in all
 other environmental media.  Another source of lead in site soils
was battery acid drained onto the soils in the vicinity of the
breaking building.  Relatively high lead concentrations were
detected in this area, but due to the presence of abundant
battery casings in subsurface soils, the relative contribution of
battery acid is undetermined.

Most of the crushed battery casings and associated lead-
contaminated soils were consolidated in the containment area and
capped during the initial removal action.  However, some
contaminated soils were left in place and covered by backfill
materials after battery casing/soil removal.  Vertical
distribution of lead in the soil column is not consistent
                                10

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 throughout  the  site and does not always display a simple pattern
 of  high  surficial concentrations that decrease with depth,  in
 some  areas,  surficial soils are relatively clean whereas
 underlying  soils are contaminated.


 Areal Extent of Surficial Lead Contamination Outside of the
 Containment Area

 Surficial soil  lead contamination in excess of 500 parts per
 million  (ppm) is widespread throughout the site.  The level of
 500 ppm  was chosen as a guide during the RI based on EPA's
 "Interim Guidance on Establishing Soil Lead Cleanup Levels at
 Superfund Sites".  The final cleanup level will be determined
 during Operable Unit II.  Lead concentrations of up to 60,000 ppm
 were detected near the surface, but concentrations were generally
 below a  few thousand ppm.  Figure 4 presents the approximate
 horizontal  extent of lead contamination on the site.

 RI data  indicate that virtually the entire gravel driveway area
 including the site entrance, the area on either side of the
 service  shop, and the large area between the service shop and
 containment area are contaminated with lead.  Contamination
 observed between the auto shop and containment area extends into
 the yard of the mobile home residence located on the Schuylkill
 River, especially on the southwest side of the residence.  Most
 samples  had lead concentrations between 1,000 ppm and 3,500 ppm,
 with less than  10 percent of the samples below 500 ppm, and
 approximately 20 percent of the samples above 3,500 ppm.

 Other notable areas with elevated lead trends include the
 backyard area northwest of the mobile home residence located
 along the Conrail tracks, the grassy area just north of the
 entrance driveway, and the wooded area between the containment
 area and the Schuylkill River.

 In March 1990,  ERT analyzed 121 surface soil samples and
 subsurface  samples from 23 locations within this wooded area,
 using field  analytical equipment.  Approximately 33 percent of
 surface  samples had lead concentrations between 1,000 and 10,000
 ppm, and eight  percent had lead concentrations greater than
 10,000 ppm.  Due to the proximity of the Schuylkill River to this
 area, erosion and transport of contaminated soils to the river  is
 a major  concern.

The distribution of lead in soils in the wooded area correlate
well with small piles of battery casings and soil observed
throughout the  area.  The occurrence of battery casings was
concentrated in a narrow band approximately two feet high along
the northwestern edge of the wooded area.  Numerous small piles
of battery casings were also observed in the southwest half of


                                11

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                                                         BRONN'S  BATTERY  BREAKING  SITE
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 the wooded area, accounting for the high concentrations of lead
 observed  in that area.

 In general, areas throughout the site where battery casings were
 observed  at the surface had high soil lead concentrations.  These
 areas  include the area near the northeast corner of the
 containment area, the area surrounding the breaking building
 foundation, and the wooded area.

 Vertical  Extent of Lead Contamination Outside the Containment
 Area

 The vertical extent of lead contamination in site soils was
 evaluated through the drilling and sampling of 32 soil borings
 and monitoring well boreholes  (28 borings, 4 wells).  In
 addition, 33 shallow borings were installed and sampled using
 hand augers by ERT and EPA Region III personnel.  Most hand
 borings were installed in areas that were inaccessible to the
 drilling  rig (i.e. residential areas, wooded areas).

 Table  1 gives the depth to the 500 ppm lead concentration for all
 locations where soil boring samples were obtained.  Soil boring
 locations used to determine the vertical extent of contamination
 are shown on Figure 5.

 Borings taken in the wooded area were installed primarily in
 areas  where small piles of battery casings were visible on the
 ground surface.  Sample results indicate that subsurface soils
 were largely uncontaminated except for discreet "hot spots"
 located within or near the small piles of battery casings and
 soil.  Subsurface soil lead concentrations in these "hot spots"
 range  up  to 28,000 ppm, with three of nine samples analyzed in
 the laboratory having lead concentrations of 10,000 ppm or
 greater.

 Surface lead contamination above 500 ppm is present throughout
most of the site, and is generally confined to the upper three
 feet of soil.  Exceptions include the strip of land between the
containment area and Conrail tracks, where lead concentrations
above  500 ppm were detected to depths of six feet and the
containment area where battery casing burial was reportedly
observed  at depths of up to 10 feet below the pre-containment
area land surface.

In some areas, surficial soils had relatively low concentrations
of lead,  and shallow subsurface soils had concentrations of lead
greater than 10,000 ppm.  In these areas, layers of battery
casings were observed at depths ranging from one to three feet.
Areas  in  the vicinity of the battery breaking building and the
area just south of the brick residence are the most significant
examples of this observation.


                                13

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                                  TABLE 1

                     DEPTH TO 500 PPM LEAD CONCENTRATION
                               (Depth in Feet)
Borehole #
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
MW-8
MW-9
MW-10
MW-11
XRF Data
6.
1.
3.
0
0.
0
0
0
0.
1.
5.
3.
1.
0.
0
0.
5.
1.
2.
>0
0.
0 -
4 -
4 -

3 -

-

8 -
3 -
0 -
1 -
5
8 -

9 -
0 -
0 -
5 -
.5
8 -
6
4
4

0

0

2
2
7
3

2

2
5
2
3
.5
.5
.6

.4

.4

.5
.6
.0
.2

.0

.5
.5
.0
.0
Laboratory Data Midpoint
(CLP ICP and ERT AA)
6.
<4
3.
2.
0.
NR
<0
<2
0.
1.
<3
3.
1.
0.
<2
0.
<3
1.
2.
0 -
.8
4 -
7 -
3 -

.4
.5
8 -
3 -
.5
1 -
5
8 -
.0
9 -
.5
0 -
5 -
6

4
4
0



2
2

3

2

2

2
3
.5

.6
.0
.4



.5
.6

.2

.0

.5

.0
.0
NR
4
.5
NR
0
1.
1.
NI
2.
0
>6
2.
0
4.
0
0.

5 -
0 -

5 -

.5
5 -

2
2

3


.0
.5

.0

0.
<3
<2
1.
1.
NI
2.
<2
8 -
.5
.5
5 -
0 -

5 -
.5
4


2
2

3

*2.5 -
3
.0
2.
5 -
3
.5


.8
.5

.0

3.2
.0
NR
0 -

8
4


.5


4.
0
0.
0 -

8
4


.5


6.25
2.4
4.0
3.35
0.35
NR
0.2
1.25
1.65
1.95
1.75
3.15
1.5
1.4
1.0
1.7
1.75
1.5
2.75
NR
2.65
1.75
1.25
2.15
1.75
NI
2.75
1.25
>6.5
2.75
NR
4.25
0
0.8
Maximum
6.
4.
4.
4.
0.
NR
0.
2.
2.
2.
3.
3.
1.
2.
2.
2.
3.
2.
3.
5
8
6
0
4

4
5
5
6
5
2
5
0
0
a
5^
0
0
NR
4.
3.
2.
2.
2.
5
5
5
8
5
NI
3.
2.
0
5
>6.5
3.0
NR
4.
0
0.
,5

,8
NR =• Not Run by Laboratory

NI - Not Installed

* = Deeper samples not run by laboratory, depth  to 500  ppm determined by
    using XRF data.

                                     14

-------
                                   TABLE 1

                     DEPTH TO 500 PPM LEAD CONCENTRATION
                                (Depth in Feet)
Borehole #
E-l
E-32
E-33
E-34
E-36
E-39
E-40
E-41
E-42
E-45
E-46
E-288
E-290
E-298
E-301
E-302
E-303
E-304
E-305
E-307
E-308
E-311
E-312
E-313
E-314
E-315
E-316
E-317
E-318
E-319
E-321
E-322
E-323
XRF Data
0
0.0-0.5
0
0.0-0.5
0.5-1.0
1.5-3.0
0
0.0-0.5
0.0-0.5
0
0.5-1.0
0.0-1.0
0.0-1.0
0.0-1.0
0.0-1.0
1.0-2.0
0.0-1.0
1.0-2.0
0.0-1.0
1.0-2.0
1.0-2.0
0
1.0-2.0
0.0-1.0
1.0-2.0
0
0.0-1.0
0
2.0-3.0
1.0-2.0
1.0-2.0
2.0-3.0
1.0-2.0
Laboratory Data
(CLP ICP and ERT AA)
NR
0.0-0.5
NR
0.0-0.5
>0.5
>1.5
NR
0.0-0.5
<0.5
0
NR
NR
NR
NR
NR
NR
<2.0
<2.0
NR
NR
NR
0
>1.0
NR
<2.0
<2.0
NR
NR
>2.0
<2.0
NR
>2.0
NR
Midpoint
0
0.25
0
0.25
0.75
2.25
0
0.25
0.25
0
0.75
0.5
0.5
0.5
0.5
1.5
1.0
1.5
0.5
1.5
1.5
0
1.5
0.5
1.5
1.0
0.5
0
2.5
1.5
1.5
2.5
1.5
Maximum
0
0.5
0
0.5
1.0
3.0
0
0.5
0.5
0
1.0
1.0
1.0
1.0
1.0
2.0
1.0
2.0
1.0
2.0
2.0
0
2.0
1.0
2.0
0
1.0
0
3.0
2.0
2.0
3.0
2.0
NR = Not Run by Laboratory

E designates samples collected by th« ERT/REAC team.

* = Deeper samples not run by laboratory, depth to 500 ppm determined by
    using XRF data.


                                     15

-------
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       1XIIKHINI  VIHIir«l  I«IIM Of

-------
 Using  the  level  of  500 ppm, the volume of soil and battery
 casings  outside  the containment area requiring excavation is
 estimated  to  be  20,500 cubic yards.  This volume will change
 based  on the  final  cleanup  level determined during Operable Unit
 II.
 Volume  of  Contaminated  Soil/Battery Casings within the
 Containment Area

 Two test pits were excavated within the containment area to
 obtain  samples  for the  two treatability studies.  The excavations
 indicate that the material in the containment area is
 approximately 70 percent crushed battery casings  (visual
 estimate).  The total volume of waste materials in the
 containment area is estimated at 39,500 cubic yards.  This
 estimate is based on cross-sections and as-built drawings
 prepared during the initial removal action, assuming that all
 materials  placed in the containment area were contaminated.


 Domestic Well Sampling  and Analysis

 The two domestic wells  onsite  (log residence well  [GW6] and brick
 residence  well  [GW7]) were each sampled twice during the RI for
 Target  Analyte  List (TAL) parameters.  The log residence well was
 sampled a  third time for lead analysis only. Both wells were
 sampled once for TCL parameters.  The log residence well is a
 hand-dug well completed in the shallow unconsolidated alluvial
 deposits.  It is reportedly 13 feet deep.  The brick residence
 well is a  drilled well, and is reportedly 140 feet deep.  It is
 completed  in the fractured bedrock aquifer, and the depth of the
 well intake is  unknown.  No well records are available for either
 well.

 The pH  of  the log residence well (5.7, 6.0) is slightly depressed
 compared to that of the background well (MW-8, 6.7) indicating a
 possible influence from the pouring of battery acid on site
 soils.  Depressed pH generally increases the likelihood of metal
 solubilization  and the  migration of metals in ground water.  The
 pH of the  brick residence well was measured at 6.0 and 6.6 on
 separate occasions.  There is no site background well installed
 in the  bedrock  for comparison.

 Only unfiltered samples were collected from the domestic wells.
 Metals  analyses of the  domestic wells are therefore indicative of
 the total  metal content of the samples, including metals
 contained  in suspended  sediments and colloids.  Water samples
 from both  wells were clear and apparently free of sediment.

 Lead was detected at an estimated concentration of 4 parts per
billion (ppb) in the second of the three samples  obtained  from

                                17

-------
the  log residence well.  The well was subsequently resampled,
with no lead detected.

The  log residence well was  inaccessible for sampling, so samples
were obtained from the kitchen faucet.  The well was purged prior
to sampling by allowing the water to run 15 to 30 minutes, at
which time the temperature, specific conductance, and pH of the
water had stabilized.  At this time, insufficient data exist to
determine whether the lead  is a result of site ground water
contamination or the result of leaching from household plumbing.

The  brick residence well was sampled on two occasions.  Lead was
not  detected in either of the samples.


Monitoring Well Sampling and Analysis

Existing monitoring wells (MW-3, MW-4, and MW-5) (Figure 5) and
new  monitoring wells installed during the RI (MW-8, MW-9, MW-10
and  MW-11) (Figure 5) were sampled during Phase II of the RI for
TAL  inorganics analysis.  MW-9 was also sampled for TCL organics
analysis.  The only organic compound detected was
bis(2-ethylhexyl)phthalate, at a concentration of 15 ppb.

All  monitoring wells were completed in the shallow unconsolidated
alluvial deposits.  Both filtered and unfiltered samples were
obtained.   Unfiltered sample analyses are indicative of total
metals concentrations, including metals contained in suspended
sediments.  Of the two types of analyses (dissolved metals and
total metals), dissolved metals results are more indicative of
ground water quality and the availability of metals for ground
water transport.

Several metals were detected in elevated concentrations in
filtered  ground water monitoring well samples.  These include
lead, aluminum, iron, cobalt, manganese, nickel and zinc.
Apparently, some of the elevated dissolved metals concentrations
are  the result of reduced ground water pH.  Ground water pH  is
depressed onsite, probably as a result of battery acid being
poured on the surface soils.  In general, metals become more
soluble as the pH of ground water decreases.  Ground water pH
values for monitoring veils range from 4.0 (MW-10) to 6.7  (MW-8,
background).

Well MW-10 was the only well with detectable concentrations  of
dissolved lead (estimated 14.3 ppb) and had the lowest pH of all
wells onsite (4.0).  MW-10  is located downgradient of the battery
breaking building, where battery acid generated by battery
breaking operations was reportedly poured onto the ground.

MW-10 also had very high concentrations of dissolved aluminum
(3,670 ppb, highest of all wells).  The occurrence of dissolved

                                18

-------
aluminum appears to be related to ground water pH.  Total
aluminum concentrations ranging from 4,720 ppb to 140,000 ppb
were detected  in all unfiltered monitoring well samples but
dissolved aluminum was detected only in the three wells with
lowest pH values (MW10 - pH 4.0, MW11 - pH 4.7, and MW3 - pH
4.8) .

Surface water  analytical results indicate that contaminated
ground water may be discharging to surface water.  Three
dissolved metals, iron, manganese, and zinc were detected in
surface water  samples taken immediately adjacent to the site.
These metals were detected in concentrations above background
surface water  concentrations, and were generally not detected in
samples taken  downstream of the site with the exception of
manganese.  This pattern of occurrence indicates possible
discharge of metal-contaminated ground water from the site to the
adjacent surface water bodies.  Dissolved metal concentrations
appear to be quickly attenuated upon discharge to surface water.
Attenuation mechanisms include dilution in the water column,
sorption to sediments, and precipitation of soluble species.


Surface Water  Sample Results - Schuylkill River

Seven locations in the Schuylkill River were sampled during
Phases I and II of the RI.  Filtered and unfiltered samples were
taken at each  location.  The resulting lead concentration for
each surface water sampling location is given in Figure 6.

Lead was not identified in any filtered surface water samples
collected in the Schuylkill River during Phases I or II.  In
addition, no detectable lead was reported in the unfiltered
samples collected during Phase I.  However, low concentrations of
lead were identified in five unfiltered sample stations collected
during Phase II.  Approximate locations and corresponding lead
concentrations are summarized below in Table 2.

The lead values for stations 3SR and 5SR were roughly three to
four times greater than the background lead concentration.
Stations 2SR and 4SR contained slightly lower lead concentrations
than station 1SR, the background station.  These three values
were below the Contract Required Detection Limit  (CRDL) of 5.0
ug/L and above the instrument detection limit of 1.0 ug/L.  All
five values were qualified (J) during data validation.  The
qualifier indicates lead is present, however, the actual
numerical values provided is estimated.
                                19

-------
K)
o
                     7SR
                                 5
• • SURFACE WATER SAMPLE LOCATIONS
SR • SCHUYUOU. RIVER
MC • MH CREEK
17.3- LEAD CONCENTRATION (my/Kg)

 J • ANALYTE PRESENT
     (Reported value may not b»
                                                                                                CONTOUR INTERVAL: 1 FOOT
     Scale Norw
     Soutc«: Modilhid horn land turttrf partmnwd
     to» En»»oom»nU) RMponM TMm, Joo« 19B4.
NOTE: 1.0 moll (•Owr
                                                       •moonridrndnoi
                        1.0 mo/I
                                                                                                           WA NO. 91-01-3L84
            FIGURE 6
  APPROXIMATE SURFACE WATER
SAMPLING SITES WITH ASSOCIATED
  LEAD CONCENTRATIONS IN ppm
BROWN'S BATTERY BREAKING SITE

-------
                             TABLE 2

                  SCHUYLKILL RIVER SURFACE WATER

 Station        Approximate             Lead Concentrations
 (Unfiltered)     Location               micrograms/liter (ug/L)


   1SR         Background: 100' upriver              4J
               of Fisher Dam Bridge

   2SR         At boat ramp                        3.9J

   3SR         900' downriver of
               Fisher Dam Bridge                  17.3J

   4SR         1,400' downriver of
               Fisher Dam Bridge                   3.0J

   5SR         North of Small Island              12.7J
Because lead was only found in unfiltered samples, it is believed
that the lead measured in these samples was adhering to particles
suspended within the water column.  Unfiltered surface water
samples collected directly adjacent to the river bank contained
measurable lead.  However, lead was not detected in samples 6SR
and 7SR which were collected downstream in the bulk flow of the
river.  The presence of lead adjacent to the site could be the
result of recent erosion or resuspension of lead-bearing
sediments.  Lead was detected in all sediment locations in the
Schuylkill River.


Surface Water Sample Results - Mill Creek

Five surface water locations were sampled in Mill Creek during
Phase I and II sampling activities.  Filtered and unfiltered
samples were obtained from each location.  Figure 6 illustrates
the resulting lead concentrations at each sample location.

A detectable concentration of lead was identified in only one
surface water sample analyzed during the entire sampling effort
in Mill Creek.  Sample SMC (unfiltered), collected at the
confluence with the Schuylkill River during Phase II, revealed a
lead concentration of 18 J ug/L.

Due to the fact that this sample was unfiltered, it is believed
that the lead contained in this sample is adsorbed to particulate

                                21

-------
matter suspended in the water column.  The sediment sample
collected at approximately the same location contained 11 ppm
lead in a silty clay sediment sample.  Lead contaminated soils
are present in the soil sampling stations located directly
upgradient of 8MC.  The embankment is steep and poorly covered
with obvious signs of erosion.  Sample location 12MC is the
background sample for Mill Creek surface water.  No lead was
present above detection limits in the background sample during
Phases I and II of testing.


Sediment Sample Results - Schuylkill River

Nine sediment sampling stations were sampled during Phase I and
two additional upgradient stations were sampled during Phase II.
All eleven samples were sampled for the full suite of 23 metals
in the TAL.  Figure 7 contains the resulting lead concentrations
at each sample location.

Lead was detected in all eleven sediment sample locations in the
Schuylkill River.  Samples collected upgradient of the site
contained variable amounts of lead:  BG1SR (259 ppm), BG2SR (63.2
ppm), and 1SR (126 J ppm).  The concentrations of lead in
upgradient sediment samples in the Schuylkill River are
significantly elevated.  Upgradient samples in Mill Creek range
from 8.4 ppm to 20.1 J ppm.

Stations 2SR and 4SR contained higher sediment lead
concentrations than all three of the upgradient samples.
Stations 5SR and 7SR contained higher lead concentrations than
upgradient samples BG2SR and 1SR.

The most highly contaminated sediment sample, 4SR (367 ppm), is
located adjacent to the wooded area in the southwest portion of
the site.  Poorly vegetated steep banks and a swift current in
the river provide evidence of significant erosion.  Elongated
piles of soil and battery casings approximately two feet in
height are common throughout this area.  Surface soils exhibit
some of the highest levels of contamination found onsite outside
of the containment area.

Sediment sample 2SR is located in a depositional area of fine
grained sediments near the boat ramp.  The construction of the
boat ramp provides a cross-sectional view of the soil profile.
Numerous battery casings are visible in the subsurface soil
exposed along the sidewalls of the boat ramp.  Battery casings
were also found in the sediments at this location.  The lead
content of this sample (281 ppm) was higher than all upgradient
samples.
                                22

-------
N>
                                                 Bt«K¥lMiil*JJi;-'.-i»«i.-iiir.---.--r,-J**1*
                -96R'
                 46.9 J
                                                     8R

                                                     MC

                                                     4.3
      ScafeNon*

      Source: Mod««d Horn Itnd «urv«y pwtonMd
      kx EnvHonriMnUI R«ponM TMm. Jun» 1054.
    8EOMENT SAMPLE LOCATIONS

    8CHUVLMUWVER

    MU. CREEK

    LEAD CONCENTRATION (n^I/Ko)

    OUPUCATE SAMPLE «l«/K4)

    ANALVTE PRESENT
    (ftaportMl vriu* nwy not b«
      CONTOUR INTERVAL: 1 FOOT
BO • BACKGROUND SAMPLES. PHASE I
                WANO.91-01-3L84
            FIGURE 7
 APPROXIMATE SEDIMENT SAMPLE
   LOCATIONS WITH ASSOCIATED
  LEAD CONCENTRATIONS IN ppm
BROWN'S BATTERY BREAKING SITE

-------
The  strong current of the river attenuates the additional lead to
this system within a few hundred feet downriver from the site.
Sample  locations  5SR  (198 ppm lead) and 7SR  (131 ppm lead) are
located between two islands  located immediately downriver of the
site (Figure  7).  Sample 8SR and (60.1 J ppm lead) and 9SR (45.6
J ppm lead) are located approximately 120 feet and 350 feet
respectively, downriver of the islands.


Bioassessment Testing on Schuylkill River Sediments

A whole sediment  chronic bioassay test was performed based on the
recommendation of the Region III EPA Bioassessment Group.
Chironomus tentans (midge) was used for chronic sediment bioassay
emergence studies conducted  on the Schuylkill River sediment
samples.  Samples were collected from four locations on the river
during  Phase  II sampling.  Figure 8 illustrates the four stations
chosen  for this purpose (BAl-located near station 6SR-Sed, BA2 -
located on the southwest end of the larger island, BA3 - located
10 feet upstream  of station  2SR-Sed, and BA4 - located downriver
of station 3SR-Sed).  These  stations were chosen because of their
fine-grained  sediment texture and because of their location in
depositional  zones near the  site.  In addition, Phase I sediment
sampling results  indicated that the above areas represented a
typical range of  sediment lead concentrations.

The  results of the tests, according to the toxicological
evaluation, were  as follows:

     "No significant difference in emergence of midges could
     be detected  between control and test sediments.
     Control  emergence totalled 76 percent.  Although sample
     BA4 had  low  emergence (61 percent), relative to the
     controls, there was high enough variability in the
     response to  this sample to preclude significance...
     The fact that BA3 showed higher emergence than the
     controls indicates that this sample may contain better
     growth conditions than  the control in terms of particle
     size or  organic matter."


Sediment Sample Results - Mill Creek

Seven sediment locations were sampled for TAL metals in Mill
Creek during  Phase I sampling activities.  Lead was detected  in
all sediment  samples collected in Mill Creek.  However,
background sediment samples  (15MC and 16MC) contained equal or
greater concentrations of lead than the downstream sediment
samples.  The highest concentration identified was 20.9 ppm and
the lowest sediment concentration was 8.4 ppm.
                                24

-------
     vet
  •  MOASSESSMEMTSAMPtf LOCATIONS
SCALE: NONE

SOURCE: MODIFIED FROM LAND SURVEY PERFORMED FOR
      ENVIRONMENTAL RESPONSE TEAM. JUNE 1864.
      CONTOUR INTERVAL: 1 FOOT
                                                                                    WA NO. 91-01-3L84
            FIGURE 8
 APPROXIMATE BIOASSESSMENT
       SAMPLE LOCATIONS
BROWN'S BATTERY BREAKING SITE

-------
 Air

 The Ambient Air  Quality  Impact Assessment is based on information
 provided  by the  RI/FS  Work  Plan  (8/25/89), the ERT/REAC final
 report  (1/6/90),  local climatological data for Allentown, PA
 (1977-1988),  seasonal  and annual  "STAR" meteorological data for
 Harrisburg, PA  (1977-1988),  and personal interviews with
 residents and workers  at the site.  Ambient air concentrations of
 lead in and around  the Brown's Battery Site result from the
 physical  entrainment of  lead bearing particulate matter.  Two
 modes of  physical entrainment of  the particulate matter were
 identified:

      o Wind erosion
      o Vehicular traffic on unpaved roads

 The industrial Source  Complex Long Term  (ISCLT) model was
 selected  as the  most appropriate  dispersion model to evaluate the
 potential particulate  matter and  lead emission from the site.
 The ISCLT model  is  used  to  estimate seasonal and annual ambient
 air concentrations  of  pollutants.  The National Ambient Air
 Quality Standard (NAAQS) for lead is 1.5 ug/m3.

 Dispersion modeling was  performed for each season of the year
 based on  constant particulate matter emissions for each season.
 The results are  broken down into  three main categories:  maximum
 impacts onsite;  maximum  impacts at the onsite residences; and
 maximum impacts  offsite.  The results include total particulate
 matter impacts and  total lead concentrations.  The modeled
 ambient particulate matter  impact results were multiplied by the
 mean lead concentration  in  the driveway material to arrive at the
 modeled ambient  lead impact concentrations.

 The maximum particulate  matter and lead impact occurred at a
 location  approximately 35 meters  north-northeast of the log cabin
 residence.  The  estimated quarterly average lead impact
 concentration at this  location is 0.0041 ug/m3 or approximately
 0.3 percent of the  National Ambient Air Quality standard  (NAAQS).

 The modeled maximum offsite particulate matter and lead impact
 was estimated to be 1.044 and 0.0018 ug/m3,  respectively.   This
 impact occurred  on  the Schuylkill River south of the parking area
 near the  log cabin  residence.  The quarterly lead concentration
 represents 0.1 percent of the NAAQS for lead.  Modeled lead
 concentrations decreased rapidly  beyond the site boundary.

 In  summary, the  model  predicts that low concentrations of lead-
bearing particulate matter  can become airborne through wind
erosion and disturbances caused by vehicular traffic.  The model
 further predicts that  virtually no lead-bearing particulate will
migrate beyond the  site  boundary.


                                26

-------
 CONTAMINANT FATE AND TRANSPORT

 The contaminant of greatest concern on the Brown's Battery
 Breaking Site  is lead.  Lead is the most widespread and
 concentrated contaminant present on the site and was identified
 as the contaminant of greatest health concern on the site based
 on a numeric ranking and baseline risk assessment.

 Current information about the Brown's Battery Breaking Site
 indicates three migration pathways are significant:  the air
 pathway; ground water pathway; and surface water pathway.  Data
 collected during the RI indicate that offsite migration occurs to
 the surface water and ground water pathways.  Current data on the
 ground water pathway is limited to the shallow unconfined aquifer
 due to the limited scope of the hydrogeologic investigation.  An
 expanded hydrogeologic evaluation will be performed during
 Operable Unit  III.


 Contaminant Persistence

 Lead is not usually mobile in normal ground water or surface
 water because  solubilized lead, leached from ores or other
 sources, is adsorbed by ferric hydroxide or tends to combine with
 carbonate or sulfate ions to form nearly insoluble compounds.
 The equilibrium solubility of lead compounds in water is low.
 Therefore, filtered ground water or surface waters within
 environmental  ranges of pH would not normally contain detectable
 amounts of lead.

 In addition to the formation of salts or hydroxides, lead is
 preferentially adsorbed to organic acids, particularly humic and
 fulvic acids.  Humic and fulvic acids are the decay products of
 organic matter containing cellulose.  These organic acids are
 resistent to further decay and possess high cation exchange
 capacities.  Organic acids are present in soils, sediments and to
 some extent, are suspended in surface waters.

 Sorption is the primary mechanism for reducing soluble lead in
 natural waters, soils and sediments.  Therefore the mobility of
 lead in the environment is restricted to co-transport on organic
 or inorganic materials or transport as insoluble lead particles.
 Lead may also  be present as colloidal particles that are capable
 of passing a 0.45 micron filter.


 Contaminant Deposition and Migration Pathways

The battery breaking activities performed on the site over a ten
year period contributed lead sulfates, lead oxides, particles of
 lead alloy, and substantial amounts of sulfuric acid to the site.
These activities were centrally located on the site at the

                                27

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battery breaking building.  In addition to the deposition of acid
on the ground surface, contaminated broken battery casings were
spread over much of the surface of the site.  Casings were used
as a base material for the driveway extending from Fisher Dam
Road to the service shop, and were placed in several pits as deep
as 10 feet below the surface of the ground in areas near Mill
Creek and along the Conrail railroad line.

RI sample results establish the presence of lead on the site, in
site soils, sediments, unfiltered surface water samples in Mill
Creek and the Schuylkill River, and in both filtered and
unfiltered ground water samples.

Currently, soil lead contamination greater than 500 ppm is
generally limited to the upper three feet of site soils,
excluding the containment area and the small area between the
containment area and the railroad.  In this small strip of land
west of the containment area, lead concentrations of greater than
500 ppm were identified at a depth of six feet during the RI.
The containment area was documented during the Extent of
Contamination Survey in 1983 as containing pits filled with
battery casings at a depth of up to 10 feet.

Migration pathways established as a result of the current
understanding of the nature and extent of contamination found on
the site are as follows:

     Air Pathway:   Wind or vehicular traffic resuspension and
                    transport of soils into surface waters
                    adjacent to the site and around the surface
                    of the site.  Includes both wet and dry
                    fallout.

                    Vertical and horizontal migration of lead-
                    bearing particles in soil pores, along root
                    channels, and by resolubilization.

                    Movement of ground water into surface waters
                    or into potable wells onsite.

     Surface Water  Surface movement of soil via runoff
     Pathway        caused by precipitation (rainfall, snowmelt)
                    into the Schuylkill River and Mill Creek.

                    Sediment movement in the Schuylkill River and
                    Mill Creek.
Ground Water
Pathway
                                28

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 Air Migration  Pathway

 The air migration pathway consists of the resuspension and
 transport of contaminants adhering to soils in the driveway and
 exposed surface  soils onsite due to wind erosion and vehicular
 traffic  (automobile and truck traffic).  Following entrainment in
 air,  likely routes of transport include redeposition onto the
 site  and deposition into the Schuylkill River or Mill Creek.
 Airborne lead  transport would probably increase during excavation
 activities and similar disturbances to the existing soil cover.

 Ground Water Migration Pathway

 Limited ground water contamination from lead in filtered samples
 was detected during the RI.  The source of lead detected in the
 filtered monitoring well 10 sample is probably from the
 resolubilization of lead from soil caused by the low pH found  in
 the well (4.0) or the contribution of lead-bearing particles less
 than  0.45 microns (urn) in size.  The source of the lead detected
 in one of three  samples from an onsite residential well may be
 the result of  onsite contamination or may be the result of lead
 leaching from  plumbing fixtures.

 Data  is not available to characterize the potential for shallow
 ground water migration into deeper aquifers.  Therefore no
 conclusions can  be drawn on this aspect of ground water
 migration.

 Base  flow of ground water contributes to the surface water flow
 at least part  of the year as evidenced through both physical and
 chemical parameters.  Sample results also indicate that the
 dissolved metals believed to originate from the base flow are
 rapidly attenuated in the downriver surface water samples.


 Surface Water  Migration Pathway

 Water runoff from storm events can cause erosion and transport of
 contaminated surface soils into the Schuylkill River and Mill
 Creek.  Surface  soil erosion is especially prevalent in areas
with poor surface cover, such as the boat ramp or dirt driveway
 areas onsite.

Wet or dry fallout from airborne contamination contributes small
 amounts of lead, as predicted through the ISCLT air model, to  the
 surface water  adjacent to the site.

The materials  forming the bottom of the Schuylkill River
 immediately upstream of, adjacent to and downstream of the site
consist primarily of coarse sand, gravel and cobble-sized
particles.   This suggests that the river has a sufficient
sediment transport capacity to selectively move smaller particles

                                29

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 (fine sands, silts and clays) leaving behind the larger particles
 in a process known as "armoring".  Sediment transport is a
 continuous process, but it is greatly accelerated during high
 flow events.  As a result, particulate lead or contaminated soil
 entering the Schuylkill River is eventually transported
 downstream.

 The Rl sediment lead results indicate the site is contributing
 lead to the Schuylkill River adjacent to the site.  Lead
 concentrations attenuate to upstream lead concentrations a few
 hundred feet downstream of the site (directly below the islands).

 Lead is present in unfiltered surface water samples in both Mill
 Creek and the Schuylkill River.  Mill Creek surface water lead
 concentrations are generally low along the entire length of the
 site.  Schuylkill River surface waters exhibit lead
 concentrations elevated above upgradient sample concentrations
 for selected samples along the site.  As with sediments,
 unfiltered surface water lead concentrations attenuated to
 upgradient levels downriver of the site.

 It is believed that a combination of factors is effecting the
 reduction in lead values found in surface water and sediment
 downstream of the site.  These factors include dilution,
 sorption, oxidation, precipitation and sediment transport of
 lead.
Population and Environmental Areas Potentially Affected

Four residences and an active automobile and truck service shop
exist onsite.  A total of seven adults and two children reside in
the four residences.  Two of the residents are employed at the
onsite business.   A second removal action was initiated on
June 29, 1990 and is currently in progress.  The purpose of this
action is to provide temporary relocation to the residents to
protect them from direct exposure to onsite contamination.  Two
additional adults reside offsite but are employed at the
automobile and truck service shop.  Access to the site is
currently unrestricted thereby allowing an undetermined number of
people direct exposure to onsite contamination via the various
pathways described above.

In addition to the direct exposure to the high levels of
contamination present in onsite soils and to a lesser extent
ground water, the ongoing RI has documented the release of
contamination into the surface water and sediments of the
Schuylkill River.  The Schuylkill River borders the entire
southern property line of the site and is classified as a
recreational river.  The river is a primary drinking source for
several cities located downriver of the site.  Several downstream
industries also utilize the river as a water resource.

                                30

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Mill Creek  is located along the western bank of the site property
and flows directly  into the Schuylkill River at the southwestern
corner of the property.  It is stocked with trout at a location
approximately one mile above the site.  DER officials estimate
that trout  could migrate into the area of Mill Creek adjacent to
the site.   In addition to the stocked trout, their are numerous
indigenous  species  of aquatic wildlife in both Mill Creek and the
Schuylkill  River.   Typical terrestrial woodland wildlife inhabit
the site year round and various migratory birds may feed or nest
at the site for relatively short periods of time.


SUMMARY OF  SITE RISKS

Selection of Contaminants of Concern

Lead was selected as the site contaminant contributing most
significantly to human risk.  Selection was accomplished through
the following process:

     o Identification of site sample data by media (soil, ground
       water, sediment, surface water) which are considered
       positive results;

     o Comparison of positive site sample data results with
       background data by media; and

     o Use  of a concentration - toxicity screen to select
       contaminants of concern which were positively detected
       above background values.

Because lead is poorly absorbed dermally, the exposure pathways
via dermal  absorption are considered incomplete pathways and will
not be considered for risk evaluation.  Vegetables are no longer
grown onsite by residents in site soils, but are grown onsite in
above ground containers with non-contaminated soils.  The
possibility exists  that these vegetables may become contaminated
with lead dust which has settled from suspended airborne
particulates.

Residents were informed of the potential risks associated with
growing any vegetables onsite.  It is assumed that all vegetables
grown onsite were thoroughly washed by residents prior to
consumption.  Consequently, exposure to lead via this pathway is
considered  minimal.

Because Mill Creek  ia shallow and muddy, it is considered
unsuitable  for swimming.  It is expected that an individual would
prefer to swim in the Schuylkill River.
                                31

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Thus, the  following exposure pathways are considered complete:

     o Ingestion of contaminated soil by a child or adult;

     o Ingestion of contaminated fish caught in the Schuylkill
       River by a child or adult;

     o Ingestion of contaminated water by a child or adult
       swimming in the Schuylkill River;

     o Ingestion of contaminated drinking water by a child or
       adult; and

     o Inhalation of contaminated respirable dust by a child or
       adult.

Of the potential child and adult human receptors which have been
identified in the above complete pathways, the following maximum
exposed individuals (MEIs) have been identified:

     o A child up to 6 years old who lives and recreates on site;

     o An adult who lives and recreates on site; and

     o An adult who works onsite and lives off site.


Toxicity Assessment

Exposure to lead via inhalation and ingestion can cause potential
carcinogenic and noncarcinogenic adverse health effects.  EPA has
quantitatively evaluated toxicity data and characterized the
relationship between the dose of lead administered or received in
animal or human studies and the incidence of adverse health
effects in the exposed population.  The following discussion
presents toxicological information and toxicity values for the
carcinogenic and noncarcinogenic effects of lead.


Carcinogenic Effects

The Carcinogen Assessment Group (CAG) of the EPA has recently
assigned a weight-of-evidence classification of B2 to lead,
indicating that lead is a probable human carcinogen.  The B2
classification was assigned on a basis of sufficient animal
evidence,  with inadequate human evidence.
                                32

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 Noncarcinogenic  Effects

 The  noncarcinogenic  toxicologic effects of lead are well
 documented.   Lead  affects the  following human systems or organs:

      o  Hematopoietic (blood production)  system
      o  Nervous system
      o  Kidney
      o  Gastrointestinal system
      o  Bone marrow cells
      o  Reproductive system
      o  Endocrine system
      o  Heart
      o  Immune system

 Table 3 lists  noncarcinogenic  effects for each system or organ
 affected.

 Noncarcinogenic  effects  in exposed children are demonstrated
 generally at  lower lead  blood  levels than for exposed adults.
 Research has  shown a progressive decline in the lowest exposure
 levels for children  at which noncarcinogenic effects can be
 detected.  Table 4 summarizes  the documented noncarcinogenic
 effects of lead  for  children as determined by the Agency for
 Toxic Substances and Disease Registry.

 The consensus  on the lead blood level of children which is
 considered toxic has changed in recent years.  In 1975, the U.S.
 Communicable  Disease Center  (CDC), now known as the Centers for
 Disease Control, defined the toxic level in children's blood as
 40 micrograms/deciliter  (ug/dl).  This value was reduced in 1985
 by CDC to 25 ug/dl.  In  1986,  the World Health Organization
 recommended 20 ug/dl as  the upper acceptable toxic limit.  In the
 same  year, EPA's Clean Air Scientific Advisory Committee
 indicated that levels of 10 to 15 ug/dl can be associated with
 adverse health effects.

 The EPA Reference  Dose  (RfD) Work Group discussed the relevance
 of developing a  verified oral  and inhalation RfD at two meetings
 in 1985.  The RfD  Work Group considered it inappropriate to
 develop RfDs  for lead and concluded that children's
 neurobehavioral  development may be affected at lead blood levels
 without a threshold.

 The soil lead at this facility is the primary cause for health
 concerns.  Levels  are so high  that adverse health impacts on both
 children and adults  constitute a constant threat even when health
 checks and tests to  assess such possibilities yield negative
 results.  The standard procedure for the assessment of such
 impacts is one that  measures the level of lead in blood.  While
we are aware that  much of the  impacted lead that enters the human


                                33

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                            TABLE 3

                 NONCARCINOGENIC EFFECTS OF LEAD
System or Organ
Effect
Hematopoietic System

Nervous System
Kidney
Gastrointestinal System
Bone Marrow Cells

Reproductive System
Endocrine System




Heart


Immune System
Anemia, stippled cells

Encephalopathy (a brain
disease causing convulsions,
delirium, hallucination and
cerebral edema), peripheral
neuropathy (causing weakness,
palsy, and wrist drop), otic
atrophy  (causing auditory
defects and vertigo)

Loss of kidney function,
azotemia, kidney failure,
aminoaciduria

Abdominal discomfort or pain,
colic, constipation and/or
diarrhea, loss of appetite,
metallic taste, nausea and
vomiting, loss of weight

Chromosome changes

Offspring show decreased
reproductive fitness, re-
tardation of embryonic growth,
retardation of fetal
deve1opment, impa ired
postnatal development

Change in adrenal steroid
excretion, depression of
aldosterone secretion rate,
depressed thyroid function

Degeneration of heart muscle
in children

Greater susceptibility to
infectious disease
                                34

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                             TABLE 4

          DOCUMENTED NONCARCINOGENIC EFFECTS FOR CHILDREN
 Neurologic
 Effects
Heme
Synthesis
Effects
Other
Effects
Lowest Level
Lead Blood
(ug/dl)
Effects Seen
Deficits in
neuro-
behavioral
development
(Bayley &
McCarthy
Scales)
electrophys-
iological
changes
Inhibition
of blood
forming
enzyme (ALA-
D)





Reduced
gestational
age and
weight at
birth;
reduced size
up to age 7-
8 years


10-15
(Prenatal
and
postnatal)






                  Elevated
                  precursors
                  to hemo-
                  globin
                  formation
                  Impaired
                  vitamin D
                  metabolism
                  15  -  20
Lower IQ,
slower
reaction
time
                                   <25
Slowed nerve
conduction
velocity
                                   30
                  Reduced
                  hemoglobin
                                   40
Peripheral
neuropathies
Frank anemia
                  70
Encepha-
lopathy
                  Colic,  other
                  GI effects,
                  kidney
                  effects
                  80  -  100
                                35

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 physiology  is  from  soil  lead that  is incidentally ingested,  this
 soil  contaminant  is also, to a relatively minor extent, inhaled
 and possibly absorbed  through the  skin.  Standard daily direct
 contact values are  employed in this regard.

 It is also  important to  consider that lead is a multimedia
 contaminant and everyone consumes  a significant amount of this
 element in  a normal diet and trivial amounts from uncontaminated
 dusts and soils.  Calculations designed to predict blood level
 impacts can become  complex and are in a constant status of being
 upgraded as more  information becomes available from the
 scientific  literature.

 Fortunately, the  EPA Lead Uptake/Biokinetic Model is now
 available as a software  package to assist us in this problem.
 This  is an  excellent program that  has the ability to predict
 blood lead  level  impacts in children from contaminant  lead
 exposures.  It provides  default values for all exposure routes
 such  as air, water,  food, dusts and soils when they are not
 available for  the facility under study and allows for  the
 prediction  of  blood level impacts  from known contaminant levels
 from  any source.  It also provides a venue for the calculation of
 acceptable  soil levels for the protection of exposed children.

 Blood lead  levels are  employed as  a criterion in this  process.
 Acceptable  contaminant levels are  established as those that
 elicit blood lead levels that are  less than 10 ug/dl in at least
 95 percent  of  those exposed to the contamination under review.
 This  criterion is used in both the biokinetic model and when
 calculations are  carried out in the traditional manner as are
 required in assessing  exposures and calculating acceptable
 contaminant levels  for adults.  EPA has recently established this
 criterion in an interim  status because of adverse impacts that
 have  been reported  from  concentrations that exceed this level.
 In the case of children, measurable neurophysical retardation has
 been  reliably  reported in children with blood lead concentrations
 that  exceed 10 ug/dl and in adults increases in blood  pressure
 have  been detected  in middle aged  individuals with blood lead
 levels that exceed  this  criterion.

 The arithmetic mean of the soil lead concentrations at the site
 (9247 ppm)  was employed  in the biokinetic model as the soil
 exposure input. This resulted in the prediction that all (100%)
 of the exposed children  are likely be impacted with blood lead
 levels that exceed  the 10 ug/dl criterion.  This does  not
 conflict with  test  data  that may indicate that some children, at
 a given time,  may have lower levels, but indicates that the
 threat exists  and is real.

 Calculations were undertaken in order to assess the impact on
adult workers  and on adult residents at this facility.  Typical
 food,  air,  water, and background dust inputs were added to
standard soil  uptake assumptions in these efforts.  Along with
other standard assumptions, soil lead concentrations were

                                36

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 calculated to have a blood lead impact that was equivalent to 4.0
 ug/dl  for each  1000 mg/kg of this element in the soil.  There is
 support  for the use of this factor in the scientific literature.
 Blood  lead impact concentrations were assumed to be distributed
 at a geometric  standard deviation (GSD) of 1.70 which was the GSD
 of the blood lead in the Baltimore lead abatement study.  All
 calculations were double checked by a computerized uptake
 statistical model which yielded essentially the same results.  It
 was calculated  that an average of 76 percent of the residents and
 60 percent of the onsite workers would be impacted with excessive
 blood  lead concentrations from the conditions that exist at this
 facility.


 Residential Blood Lead Sampling Results

 Currently, two  children reside on the site.  The two children
 moved into an onsite residence in June 1988.  DOH monitored the
 blood lead level of both children in November, 1989.  The
 resulting blood lead level for each child was 5 ug/dl.

 Both children and all but one of the adult residents had their
 blood lead level tested in August 1990.  The children's blood
 lead levels were at 4 and 5 ug/dl.  Blood lead levels of the
 adult residents ranged from 2-34 ug/dl.  Three of the six
 adults tested had blood lead levels equal to or greater than the
 10 ug/dl criterion.


 Environmental Assessment

 Lead is the most voluminous, widespread, and concentrated
 contaminant found onsite, and is therefore the most likely
 contaminant to  affect onsite receptors.  Small amounts of other
 metals, including manganese, zinc, and iron may affect nearby
 aquatic organisms due to migration of these metals short
 distances from  the site in solution.

RI sampling data indicate that contaminants have only migrated a
 few tens of feet from the site generally in relatively low
concentrations.  Potential receptors are largely limited to
organisms living onsite and in the Schuylkill River and Mill
Creek immediately adjacent to the site.  Exceptions are predatory
animals that nay live nearby and feed on prey animals living
onsite.  No endangered species or critical habitats have been
 found to be associated with the site or in the immediate area
 surrounding the site.

The most highly impacted organisms are probably burrowing animals
living in contaminated soils onsite.  Ingestion of contaminated
soils can provide significant exposure to burrowing animals,
 including small rodents and lower forms such as worms and
 insects.   Small herbivores may also be impacted by ingestion of


                                37

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 contaminated  plants.  Many plant species take up lead, and lead-
 bearing  dust  can  also contaminate plants.

 Predators  feeding on burrowing animals can potentially be
 exposed, however,  lead  is not generally biomagnified.
 Bioconcentration  factors tend to decrease as trophic levels
 increase.

 The  Schuylkill  River is designated as a scenic river by the State
 of Pennsylvania.   It is considered appropriate for contact and
 non-contact recreation.  RI data suggests water quality in the
 river downstream  of the site is not significantly impacted by
 contaminants  from the site.

 Aquatic  organisms living in the Schuylkill River and Mill Creek
 adjacent to the site may potentially be affected by contaminants
 from the site.  Lead is expected to exist in the solid phase
 under conditions  present in site surface waters, adsorbing to
 sediments.  Bioassays were performed on four sediment samples
 collected  from  the Schuylkill River adjacent to and just
 downstream of the site.  Results indicate no significant toxic
 effects  from  the  sediments.
SECOND REMOVAL ACTION

As a result of RI sampling activities conducted between June 1989
and March 1990, a second removal action was determined to be
necessary.  This decision was based on a toxicological review of
surface soil sampling results that indicated elevated lead levels
on the properties of current residents and in areas immediately
adjacent to their homes.

The second removal action was initiated in June 1990 and is
currently in progress.  This action is intended to temporarily
relocate all onsite residents to protect them from direct
exposure to onsite contamination.

A meeting was held on July 24, 1990 in the Tilden Township
Municipal Building to discuss the rights and benefits of the
residents affected by the temporary relocation removal action.
The meeting was attended by all adult site residents and
representatives from EPA Region III, EPA Headquarters (HQ), and
the United States Army Corps of Engineers  (USAGE).  During the
meeting the residents were informed of the existing site
conditions and EPA's evaluation which recommends immediate
relocation of all site residents.  Residents were also informed
of EPA's current and planned remedial investigations and future
potential actions:  Operable Unit I - site access; Operable Unit
II - remediation of onsite soils and battery casings; and
Operable Unit III - remediation of ground water.

The residents were informed that EPA was prepared to immediately
relocate all residents to a temporary location such as a motel or

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similar establishment until suitable rental properties could be
located and procured.  They were also informed of all benefits
that would be provided.  All residents expressed interest in
relocating from their current locations.   However, none of the
residents agreed to immediate relocation to a motel or similar
establishment.

Following the conclusion of the meeting, the residents from each
household met individually with the OSC and representatives from
EPA HQ and USAGE to discuss their individual benefits under the
current removal action.  The benefits for each residence vary
slightly since:  one household owns both their dwelling and land;
a second household owns their dwelling, a mobile home, but rents
the property on which it is located; a third household rents both
their dwelling and land; and a fourth household rents their
dwelling, the building in which the onsite business is located,
and the property associated with both.  The current site owner
was not present at the meeting nor were any other potentially
responsible parties.


DESCRIPTION OF REMEDIAL ALTERNATIVES

In order to select the most appropriate remedial action, various
alternatives have been developed so that a variety of distinct,
viable options can be analyzed prior to selecting a remedial
action.  The alternatives evaluated for Operable Unit I are:

     Alternative 1:  No Action;

     Alternative 2:  Limited Site Access; and

     Alternative 3:  Permanent Relocation.
Alternative 1:  No Action

The purpose of the no action alternative is to establish a
baseline for comparison with the other alternatives.  Under this
alternative, the business and any residents who refused temporary
relocation during the removal action would remain onsite and no
actions would be taken to limit site access or reduce exposure to
onsite contamination.

     * Capital Cost:  None
     * Total Operation and Maintenance (O&M) Costs:  None
     * Present Worth (PW):   None
     * Months to Implement:  None
                                39

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 Alternative 2:   Limited Site Access

 The limited site access alternative  consists of placing a six
 foot fence topped with barbed wire around the perimeter of the
 site to restrict access.   Signs will be posted to indicate the
 area is a hazardous  waste  site.   Deed  restrictions will be placed
 on the site properties to  prohibit new people from moving onsite
 to new or existing residences until  a  determination is made
 regarding future site  usage of the properties.

 The automobile  and truck service  shop  will continue to operate
 and the employees and  any  current residents who refuse temporary
 relocation during the  removal action would be permitted access to
 the site.

 Limited environmental  sampling will  be performed to monitor the
 contamination in the ground water and  private wells.  Periodic
 blood  lead screening will  be available to all onsite employees
 and remaining residents.

     *  Capital  Costs:   $21,600
     *  Total O&M Costs:  21,400
     *  PW:   $53,800
     *  Months to Implement:  two  to  three


 Alternative 3:   Permanent  Relocation

 The permanent relocation alternative consists of permanently
 relocating all  onsite  residents and  the business to replacement
 properties comparable  to their present location.  After the
 relocation is completed, the residents and business would not be
 permitted  to return  to the site.

 All appropriate personal belongings  for both the business and the
 residences will be decontaminated prior to delivery at their
 final location.

 This alternative restricts site access by placing a six foot
 fence topped with barbed wire around the perimeter of the site.
 Signs will  be posted to indicate  that  the area is a hazardous
 waste site.  Deed restrictions will  be placed on the property to
 prohibit residential and industrial  use of the site until a
 determination is made  regarding future site usage.

 Section 101(24)  of the Comprehensive Environmental Response,
 Compensation, and Liability Act (CERCLA) states that a remedial
 action  includes the  cost of such  permanent relocation of
 residents  and businesses.  Section 104(j) provides the authority
 to  acquire  property  to conduct a  remedial action.

All relocation  activities  will be conducted in accordance with
the Uniform Relocation Assistance and  Real Property Acquisition
Policies Act of 1970,  as amended, 42 U.S.C. § 4601 et sea.  These

                                40

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 policies  and provisions are contained in the Federal Register of
 March  2,  1989 and 49 CFR Part 24.


     *  Capital  Cost:   $342,900
     * Total O&M Costs:  None
     * PW:  $342,900
     * Months to Implement: Two to six


 SUMMARY OF  COMPARATIVE ANALYSIS OF ALTERNATIVES

 This section summarizes the relative performance of the
 alternatives by highlighting the key differences among the
 alternatives in relation to the nine evaluation criteria.  A
 glossary  of the evaluation criteria is given below.

 Glossary  of Evaluation Criteria

 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 treatment, engineering controls, or
 institutional controls.

 Compliance  with ARARs addresses whether or not a remedy will meet
 all of the  applicable or relevant and appropriate requirements of
 federal and state environmental statutes and/or provide grounds
 for invoking a waiver.

 Long-term effectiveness and permanence refers to the magnitude of
 residual  risk and the ability of a remedy to maintain reliable
 protection  of human health and the environment over time once
 cleanup goals have been met.

Reduction of mobility, toxicity. or volume through treatment is
the anticipated performance of the treatment technologies that
may be employed in a remedy.

Short-term  effectiveness refers to the speed with which the
remedy achieves protection, as well as the remedy's potential to
create adverse impacts on human health and the environment during
the construction and implementation period.

Implementabilitv is the technical and administrative feasibility
of a remedy, including the availability of materials and services
needed to implement the chosen solution.

Cost includes capital and operation and maintenance costs.

State acceptance indicates whether the state concurs with,
opposes,  or has no comment on the preferred alternative.
                                41

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policies and provisions are contained in the Federal Register of
March  2, 1989 and 49 CFR Part 24.


     * Capital Cost:   $342,900
     * Total O&M Costs:  None
     * PW:  $342,900
     * Months to Implement: Two to six


SUMMARY OF  COMPARATIVE ANALYSIS OF ALTERNATIVES

This section summarizes the relative performance of the
alternatives by highlighting the key differences among the
alternatives in relation to the nine evaluation criteria.  A
glossary of the evaluation criteria is given below.

Glossary of Evaluation Criteria

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 treatment, engineering controls, or
institutional controls.

Compliance  with ARARs addresses whether or not a remedy will meet
all of the  applicable or relevant and appropriate requirements of
federal and state environmental statutes and/or provide grounds
for invoking a waiver.

Long-term effectiveness and permanence refers to the magnitude of
residual risk and the ability of a remedy to maintain reliable
protection  of human health and the environment over time once
cleanup goals have been met.

Reduction of mobility, toxicity. or volume through treatment is
the anticipated performance of the treatment technologies that
may be employed in a remedy.

Short-tern  effectiveness refers to the speed with which the
remedy achieves protection, as well as the remedy's potential to
create adverse impacts on human health and the environment during
the construction and implementation period.

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

c
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 Community  acceptance has been and will be assessed throughout all
 site  activities  and is documented in the Responsiveness Summary
 of  this Record of  Decision.


 Overall Protection of Human Health and the Environment

 The combination  of the actions presented in the Permanent
 Relocation alternative will provide good overall protection of
 human health.  The health of all onsite residents and workers is
 protected  since  they will be relocated to off site locations and
 their personal belongings will be decontaminated.  Site access
 will  be totally  restricted and residential and industrial use
 will  be prohibited protecting the health of off site individuals.
 This  alternative will also prevent future activities such as
 onsite construction, vehicle traffic, and general soil
 disturbances from  accelerating the release of contamination to
 the environment.

 The Limited Site Access alternative protects the health of
 individuals not  living or working on the site by limiting access
 and prohibiting  additional residents from moving onsite.
 Although access  will still be permitted to customers of the
 onsite business, the site will be posted as a hazardous waste
 site, informing  them of the risks associated with the area.  This
 alternative does not protect the health of the workers nor the
 health of  any residents who do not accept the temporary
 relocation offered by the current removal action.  However, it
 does  provide a means to monitor their exposure.  The Limited Site
 Access alternative does not provide any protection to the
 environment.

 The No Action alternative does not provide any protection to
 human health since all workers and any remaining residents will
 continue to be exposed to the contaminants onsite.  Since site
 access remains unlimited, additional individuals may unknowingly
 become exposed to  onsite contamination.  Future onsite activity
may accelerate the release of contaminants to the environment.

Compliance with  Applicable or Relevant and Appropriate
Requirements (ARARs)

There are no chemical specific or location specific ARARs for
this  Operable Unit.  Action specific ARARs identified for this
Operable Unit include Federal relocation requirements.

CERCLA Section 104(j) provides the authority to acquire property
that  is needed to  conduct a remedial action.  Section 101(24)
states that the  term "remedial action" includes permanent
relocation of residents and businesses when it is determined that
relocation is more cost-effective and environmentally preferable
than other alternatives.
                                42

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All  relocation activities will be conducted in accordance with
the  Uniform Relocation Assistance and Real Property Acquisition
Policies Act of  1970, as amended, 42 U.S.C. § 4601 et seq.  These
policies and provisions are contained in the Federal Register of
March  2, 1989 and  49 CFR Part 24.


Long-term Effectiveness and Permanence

The  Site Access  Operable Unit is intended to provide short-term
protection until the site cleanup activities occur.  None of the
alternatives provide a permanent solution.  However, the
Permanent Relocation alternative eliminates the continued
exposure of the  onsite employees and any residents that do not
accept temporary relocation.  Restricting site access will
eliminate exposure of additional individuals and will limit the
potential for migration of contaminants off site.


Reduction of Toxicity, Mobility or Volume of Contaminants Through
Treatment

These  alternatives do not reduce the toxicity, mobility, or
volume through treatment.  This criteria will be addressed in
Operable Units II  and III.


Short-term Effectiveness

The  Permanent Relocation alternative provides good short-term
effectiveness in reducing risks to human health and preventing
the  transport of contaminants off site.  This alternative will
not  create any adverse impacts on human health or the environment
during implementation.  Appropriate monitoring and health and
safety measures  will be adhered to during the decontamination of
personal property  and installation of the fence.

The  Limited Site Access and No Action alternatives provide no
short-term effectiveness to onsite employees or remaining onsite
residents.  The  Limited Site Access alternative provides good
short-term effectiveness to individuals not living or working
onsite by restricting site access.


Implementability

All  three alternatives are technically and administratively
implementable.   All materials and services needed to implement
each of the alternatives is readily available.
                                43

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 Cost

 There  are no costs associated with the No Action alternative.
 The Limited Site Access alternative will cost approximately
 $53,800  and the Permanent Relocation alternative will cost
 approximately  $342,900.


 State  Acceptance

 DER supports the decision that permanent relocation is the
 preferred alternative for this OU.

 DER recognizes that issues concerning cleanup standards will be
 addressed in the contaminated soil and battery waste operable
 unit.  The permanent relocation of the onsite residents and
 workers  should not control the degree to which the site should be
 cleaned  nor should it dictate any future use of the site.

 Pennsylvania has not agreed to take title to the property under
 Section  104(j) of CERCLA, 42 U.S.C. Section 9604(j), nor does DER
 believe  that deed restrictions are appropriate where access
 agreements can be obtained from the property owners.  In such
 agreements, the property owners should provide assurances that
 they will not inhabit the site during the remedial action, and
 should they transfer the title to a third party during the
 remedial action, they will provide notice to the third party of
 the remedial action in progress at the site.


 Community Acceptance

 A meeting was held on July 24, 1990 with onsite residents to
 discuss  their rights and benefits during the temporary relocation
 removal  action.  All residents in attendance expressed interest
 in relocating from their current locations.  However, none of the
 residents agreed to immediate relocation to a motel or similar
 establishment.

A public meeting to discuss the Proposed Remedial Action Plan was
held on  September 4, 1990 in the Tilden Township Municipal
 Building.  Overall, those in attendance were highly critical of
the past efforts taken by EPA at the site.

As a result of the concerns expressed by the citizens during the
meeting, the Remedial Project Manager (RPM) and Community
Relations Coordinator met with the onsite residents on September
 5, 1990  to discuss their concerns and their personal opinion of
the alternatives, specifically the proposed alternative  for
permanent relocation.  Personal discussions were conducted at
each residence and at the onsite business.   A total of  six out
of the seven adult residents were present for the various
discussions which were held "around the kitchen table" of each
residence.

                                44

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 All  residents have been  informed of the current health risks
 associated with  living onsite and their close proximity to
 elevated  lead levels.  Residents have also been informed of the
 strong  potential for EPA to restrict site access during the
 construction activities  anticipated during Operable Unit II.

 All  residents except for one household have agreed they would
 consider  permanently relocating from the site, but their final
 decision  would be based  on a number of factors, the most
 important being  the location of their future residence and the
 financial burden associated with living at this location.  All
 residents expressed concern about future financial difficulties
 since their current rental payments range from $100 - $150 per
 month at  their present location.  The resident who owns his
 current residence expressed concerns about future mortgage
 payments  and the potential for increased property taxes at a
 different location.

 The  residents who own their mobile home expressed concerns
 regarding their  financial limitations and the acreage
 requirements associated  with permanently relocating their mobile
 home.   They had  previously lived in a trailer park and have
 openly  discussed their dissatisfaction and their intentions to
 not  live  in a trailer park again.

 The  residents who occupy the rented mobile home expressed
 concerns  regarding the health effects of remaining onsite,
 especially since they plan on having children in the near future.
 They also expressed their intentions to purchase an off site
 residence, but are presently unable with their current savings.

 The  operator of  the onsite business expressed concerns regarding
 locating  a similar building in the immediate area to accommodate
 truck repairs.


 THE  SELECTED REMEDY

 The  selected remedy is the Permanent Relocation alternative.  The
 combination of the actions presented in this alternative provide
 good protection  of human health by relocating all onsite
 residents and workers to comparable off site locations,  site
 access  to the general public will be restricted by the
 construction of  a six-foot fence topped with barbed wire that
will surround the entire site.  Deed restrictions will prohibit
 residential and  industrial use of the site until a determination
 is made regarding future site usage.  Restricting onsite human
 activities will  decrease future releases of contamination to the
environment.

The selected remedy is consistent with future remedial
activities.   Extensive excavation of widespread highly
contaminated soil and battery casings will occur during the

                                45

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 Operable  Unit  II  remedial  action.  A significant amount of this
 material  is  located  directly adjacent to the homes and the
 business.  It  is  anticipated that the residents and workers would
 have  to be relocated during the Operable Unit II remedial action.

 The Permanent  Relocation alternative meets all ARARs and provides
 the best  balance  of  tradeoffs among the alternatives with respect
 to the balancing  criteria.  The selected remedy provides good
 short-term effectiveness by eliminating the risk to onsite
 residents and  workers by relocating them permanently to off site
 locations.

 This  remedy  is the most costly of the alternatives.  However, it
 is the most  cost-effective in relation to the reduction in risk.
 All materials  and services needed to implement the remedy are
 readily available.   The Permanent Relocation alternative is
 acceptable to  both the state and the community.

 The selected remedy  does not employ any treatment or resource
 recovery technologies.  However, the FS for Operable Unit II is
 evaluating several such technologies for their applicability to
 remediate contaminated soils and battery casings.


 THE STATUTORY  DETERMINATIONS

 The permanent  relocation of the onsite residents and workers in
 conjunction  with  the restricted site access and deed restrictions
 will  eliminate the current human health risks.  No unacceptable
 short-term risks  or  cross-media impacts will be caused by the
 implementation of the remedy.

 All relocation activities  will be conducted in accordance with
 the Uniform  Relocation Assistance and Real Property Acquisition
 Policies Act of 1970, as amended, 42 U.S.C. § 4601 et seq.  These
 policies and provisions are contained in the Federal Register of
 March 2, 1989  and 49 CFR Part 24.  The Permanent Relocation
 alternative  complies with  all ARARs.

 The selected remedy  provides overall effectiveness proportionate
 to its costs,  in  that it represents a reasonable value for the
money to be  spent.   Although the other alternatives are initially
 less costly, they do not fully protect human health nor do they
 offer any protection to the environment.  Future relocation of
the residents  and workers  may occur during Operable Unit II,
 thereby increasing the current cost-effectiveness of this
 alternative  while providing immediate protection to human health
upon  implementation.

The most critical criteria in the selection decision was the
 overall protection of human health and the environment and short-
term effectiveness.  Lead  levels are so high that adverse health
 impacts on both children and adults constitute a constant threat.
All onsite residents and workers are directly exposed to the

                                46

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widespread contamination that is located within their yards and
potentially transported into the homes and business located
within the site boundary.  As a result, the Permanent Relocation
alternative is the only viable remedy available.

In general, community acceptance is extremely critical when
selecting a remedy such as permanent relocation.  EPA is aware of
the significant potential impacts caused by selecting this
alternative.  However, due to the immediate health concerns posed
by this site, the only logical alternative consistent with future
remedial activities is to provide permanent relocation for all
individuals affected.

Numerous discussions have been held with the individuals living
and working on the site to explain the current health risks posed
by the contamination as well as the future plans to remediate the
site during Operable Units II and III.  All individuals are
concerned about the health risks associated with the site, but
are equally concerned about the various hardships, financial and
otherwise, that may result from a permanent relocation.  It is
vital that EPA provide clear, concise, and constant communication
with the affected individuals throughout the entire
implementation of this Operable Unit.

Because treatment of the principal threats of the site was not
within the limited scope of this action, this remedy does not
satisfy the statutory preference for treatment as a principal
element.
                                47

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                            COMMONWEALTH OF PENNSYLVANIA
                         DEPARTMENT OF ENVIRONMENTAL RESOURCES
                                    Bureau of Waste Management
                                    Harrisburg Regional Office
                                       One Ararat Boulevard
                                  Harrlsburg,  Pennsylvania 17110
                                           717-657-4586

                                        September 26, 1990
Mr. Edwin B. Erickson
Regional Administrator
US EPA, Region III
841 (Jtestnut Building
Philadelphia, Pennsylvania  19107
                                       Re:  Record of Decision (ROD) Concurrence
                                           Brown's Battery Breaking Site
                                           Site Access - Operable Unit I (OU I)
                                           Tilden Township, Berks County
Dear tor. Erickson:
        The Record of Decision for the initial Operable Unit (OU I) will address
permanent relocation of all on-site residents and  the business.  This will pro-
vide site access before remedial action can be initiated on the site.

        The major components of the selected remedy include:
The pe
                          t relocation of the business and the residents
              currently residing on the site in order to eliminate human contact
              with lead contaminated soil, voter,  ead dust particles to replace-
              ment properties comparable to their  present location.

         *    The residents and the business would not be pnrmttrart to return to
              the site.

         *    Site access would be restricted by a six-foot fence topped with
              barbed wire and signs would be posted to indicate that the area is
              a hazardous waste site*

         *    Deed restrictions would be placed on the property to prohibit
              residential and industrial use until a determination i§ made
              regarding nature site usage.

        I hereby oonoir with the EPA selected/proposed remedy with the following
conditions end stipulations:

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   £3'd
Mr. Edwin B. Brick***
September 26, 1990
     2
              The  Department will  be provided  the opportunity to concur with
              decisions  related to subsequent  operable units (OU) , review and
              comment  on all studies performed at the site, evaluate appropriate
              alternatives  and participate in  any negotiations with responsible
              parties  Co assure compliance with DER. cleanup ARARs.

              Ihe  Departanent will  be given the opportunity to concur with deci-
              sions  related to the design of the Reoedial Action, to assure
              coopliance with  MR  cleacup ARARs and design specific ARARs.

              the  Department's posture is that its  design standards are ARARs
              pursuant to SARA Section 121, and we  will  reserve our right to
              enforce  those design standards.

              Ihe  Department will  reserve our  right and  responsibility to take
              independent enforcement actions  pursuant to state law.
         *    Pennsylvania has not agreed to take title to die  ucuperty .
              Section 1040)  of ORCLA,  42 U.S.C. Section 9604
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     BROWN'S BATTERY BREAKING - TILDEN TOWNSHIP,  PENNSYLVANIA
                      RESPONSIVENESS SUMMARY
 A.  OVERVIEW

 This Responsiveness Summary documents concerns and comments
 expressed by  residents of the community of the Brown's Battery
 Breaking Site during the public comment period held by the EPA
 regarding a Proposed Remedial Action Plan for site access (the
 first of three anticipated Operable Units).  This summary also
 documents EPA's responses to the comments and concerns expressed
 by members of the community.  The Responsiveness Summary is
 organized in  the following manner:

 1.0  Overview of the Public Meeting and Proposed Plan
 2.0  Background of Community Involvement
 3.0  Summary  of Major Questions and Comments Received During the
     Comment  period

 Attachment:    Proposed Remedial Action Plan, Brown's Battery
               Breaking Site, Tilden Township, Pennsylvania

 1.0  OVERVIEW OF PUBLIC MEETING AND PROPOSED REMEDIAL ACTION PLAN

 The public comment period for this Proposed Remedial Action Plan
 began on August 17, 1990 and ended on September 15, 1990.  EPA
 held a meeting with the residents of the site July 24, 1990 in
 the Tilden Township Municipal Building to discuss the rights and
 benefits associated with the temporary relocation action
 authorized in June, 1990.  The meeting was attended by all of the
 adult residents and representatives from EPA Region III, EPA
 Headquarters  (HQ) and the United States Army Corps of Engineers
 (USAGE).

 All public participation requirements of the Comprehensive
 Environmental Response, Compensation and Liability Act  (CERCLA)
 Sections 113(k)(2)(B)(i-v) and 117 as amended by the Superfund
 Amendments and Reauthorization Act (SARA) were met in the remedy
 selection process.

 A one quarter page display advertisement was published August 17,
 1990 in th« Reading Times.  It specified the availability of the
 Proposed Remedial Action Plan, the public comment period and the
 location of the administrative record.

 A public meeting to discuss the Proposed Plan was held on
 September 4,  1990 at the Tilden Township Municipal Building,
Hamburg, Pennsylvania, following the regular meeting of the
 Tilden Township Board of Supervisors.

Approximately 40 people attended, including former residents.
All but one of the adults currently living onsite came to the

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meeting.

Representatives from the Tilden Township Board of Supervisors
remained after their session.  Staff representatives from EPA's
Region III, the Pennsylvania Department of Environmental
Resources  (DER) and the United States Army Corps of Engineers
(USAGE) were present to answer questions.  Also present were
members of Concerned Citizens of Western Berks County, a group
which is actively involved in remedial activities at the Berks
Landfill Site.

The public meeting began soon after 8:00pm with presentations by
EPA officials and was followed by a question and answer session.
The meeting ended at approximately 9:45pm.  Following the
meeting, staff members from EPA and USACE remained to answer
additional questions.

The Community Relations Coordinator  (CRC) began the meeting by
welcoming the audience, introducing the other EPA, DER and USACE
staff, and giving a brief overview of the public's role in the
Superfund remedial process.  She explained that the meeting was
to consider the various alternatives for the next phase of the
cleanup.  Members of the community were encouraged to voice their
opinions at the meeting and/or submit their comments in writing
as part of the official record.  Copies of the Proposed Plan were
made available to all attendees to assist them in considering the
various alternatives.

The Remedial Project Manager (RPM) provided a brief history of
the site, which was active from 1961 to 1971.  He explained that
there had been a removal action conducted between October, 1983
and July, 1984.  This action moved much of the visible battery
casings and contaminated soil to a restricted containment area
which was later covered with a low permeability cap and fenced.

Three alternative proposals, including No Action, were presented.
Alternative 3 (Permanent Relocation) was identified as EPA's
preferred alternative because EPA views this as the best way to
eliminate the threat of high level lead contamination to the
public,  primarily residents and workers onsite.  Concerns about
the soil and groundwater contamination will be addressed in the
second and third operable units.  The three alternatives were:

     1)    No Action - The Superfund program requires that the "no
          action" alternative be evaluated at every site as a
          baseline for comparison with other possibilities.

     2)    Limited Site Access - The site would be fenced with
          barbed wire, signs would be posted and deed
          restrictions would be placed in effect.  The business
          would continue to operate and employees as well as any
          residents refusing relocation during the removal action
          would retain access rights to the site.

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      3)   Permanent Relocation - This would involve the
          relocation of residents and the business to replacement
          properties comparable to their present locations.
          After the relocation, the site would be restricted by
          fencing, signs and deed restrictions.  No one would be
          allowed to return to the site until a determination is
          made regarding future site usage.

During the question and answer period that followed, the RPM
responded to concerns about the first removal action, the current
removal action, health and safety concerns arising from the lead
on site as well as features of the proposed relocation package.

The On Scene Coordinator (OSC) for the current Removal action
answered questions about his authorization for the removal and
temporary relocation first discussed with residents at the July
24, 1990 meeting.

The CRC closed the meeting by urging the attendees to respond to
the proposal during the comment period so their remarks would
become part of the official Record of Decision.

2.0  SUMMARY OF COMMUNITY INVOLVEMENT

     PRIOR COMMUNITY RELATIONS ACTIVITIES

In March, 1980, the Pennsylvania Department of Environmental
Resources (DER) was asked to examine the cattle and water
supplies of a farm near the site.  This was the first official
action in regard to the site, bringing it to wider public
attention.  When the farm owner identified the Brown's site as
the source of battery casings with which the nearby road was
paved, further investigation was pursued at the site.

Parents whose children had been tested by the Pennsylvania
Department of Health (DOH) for lead in their blood and found to
be above the action limit in effect at the time (1983), were
instructed about proper cleaning procedures and limiting the
children's activities in the contaminated area.

The two children who currently live on site had their blood level
tested in November, 1989 and August, 1990.  Their parents have
been informed that their levels are below the current action
level.

Six of the seven onsite residential adults had their blood lead
levels tested in August, 1990.  Three of the six adults tested
had blood lead levels equal to or greater than the current
acceptable level of 10 micrograms per deciliter.

During the 1983-1984 removal action, residents were temporarily
relocated to nearby motels.

During the conduct of the Remedial Investigation and Feasibility

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 Study and the offering of the Proposed Plan, the onsite residents
 and workers have been kept well informed through a variety of
 means:

     o    Onsite interviews

     o    Community Relations Plan Development

     o    Proposed Plan Development

     o    Public notices regarding:

               public meetings
               availability of Proposed Plan

     o    Public Meetings

     o    Media interviews

     o    Public Comment Period

     o    Official Meeting Transcript

     o    Responsiveness Summary
3.0  SUMMARY OF MAJOR QUESTIONS AMD COMMENTS RECEIVED DURING THE
PUBLIC COMMENT PERIOD AND EPA*8 RESPONSES

During the comment period, one resident and one of the
potentially responsible parties (PRP) submitted written comments
to the Region III EPA office through the Community Relations
Coordinator.  The resident who wrote to EPA said his family would
not move "because of public response and low blood levels".
Region III staff acknowledged his remarks in writing.   Region
III received calls from the Reading Eagle and from elected and
appointed officials in the area near the site.  Also, Channel 69,
an independent station in Allentown, called for background
information after being contacted by one of the onsite residents.
There was one congressional query from Congressman O'Pake, which
was answered by the EPA Region III Administrator.

Because of the level of public concern expressed during the
comment period, representative questions are grouped below by
topical areas of concern:

     Lead Contamination;

     Q.   How can EPA say that there ia * current danger to
          residents onsit* if the blood lead levels of most

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     adults and both children are below action levels?

A.   The soil lead at this site is the main source of
     concern.  Levels are so high that adverse health
     impacts on both children and adults constitute a
     threat, even when health checks and tests to assess
     such possibilities yield negative results.  The
     standard procedure for the assessment of such impacts
     is one the measures the level of lead in the blood.
     While we are aware that much of the impacted lead that
     enters the human physiology is that which is
     incidentally ingested, this soil contaminant is also,
     to a relatively minor extent, inhaled and possibly
     absorbed through the skin.

Q.   What vill EPA do about debris and open drum* that are
     on the vite?

A.   The drums will be sealed immediately (this action was
     completed 9-5-90 after EPA was advised by a resident
     that drums containing contaminated garments from
     cleanup workers were open and exposed to the air).

Q.   Why have there been so many delays?  I* it because
     there isn't enough money?

A.   EPA is fully funded for this site cleanup.  Delays have
     taken place as we have tried to get the most accurate
     reading of conditions on site so that our strategy is
     sure to protect public health and the environment.
     Also, one of the responsible parties had begun some of
     the remedial work on the RI/FS and later pulled out,
     which meant EPA had to begin some of the work again.
Q.   will there be other opportunities for public
     involvement with the cleanup of this aite?

     A.  Yes.  Each Operable Unit (Site Access, Soil
     Remediation and Groundwater Remediation) will have
     periods during which we will solicit public comments
     and hold public meetings.

Q.   What if people don*t want to move or don't like the
     relocation package they're offered?  Can they be forced
     out?

A.   EPA has contracted with the United States Army Corps of
     Engineers through EPA's Headquarters Real Estate staff
     to find comparable buildings for the residents and the
     business.  These specialists will continue working
     with affected parties to make sure they conduct a
     thorough search of possibilities in the area.  At this

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     time, EPA has no plans to conduct a forced removal of
     residents from the site.  Nevertheless, EPA has the
     authority to institute a forced relocation.

Comments submitted by General Battery Corporation to EPA:

l.   The environmental problem, if any, exists at the site
     was caused by the EPA itself as a results of EPA
     activities during 1983-1984.  The proposed plan does
     not address the EPA's prior misconduct or its own
     liability in connection with the site.

     There is no evidence to support these allegations.  EPA
     did not cause the contamination originally found at the
     site.  These comments are speculative and irrelevant to
     the proposed remedial action plan.

2.   There is no imminent and substantial endangerment at
     the site, and therefore, the proposed plan is
     unnecessary and wasteful.  If such a condition does
     exist, the EPA has continued to act as though the site
     presented no problem, quite contrary to imminent and
     substantial endangerment.

     Pursuant to Section 106 of CERCLA, 42 U.S.C. § 9606,
     the EPA Region III Regional Administrator has
     determined that actual or threatened releases from this
     site may present an imminent and substantial
     endangerment to the public health, welfare, or the
     environment.

3.   The proposed plan does not state how the soil became
     contaminated with lead subsequent to EPA's initial
     removal in 1983-4, when the EPA certified that it
     successfully abated the alleged imminent hasard at that
     time posed by lead soil contamination.

     The proposed plan addresses conditions that are
     documented in the Administrative Record for the site.
     The first EPA removal action met its goals according to
     applicable requirements.

4.   The proposed plan does not state that it is consistent
     with the National Contingency Plan (NCP) and, indeed,
     it is inconsistent with the HCP.

     The Declaration of the Record of Decision states the
     remedial action plan was developed in accordance with
     CERCLA, as amended by SARA, and, to the extent
     applicable,  the NCP.

5.   The proposed plan fails to state the EPA has ordered an
     administrative order pursuant to section 106 of CERCLA
     (Order), which addresses the same subject matter of the

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     proposed plan.  Nor does the proposed plan state how
     the recommended remedial alternative is consistent with
     BFA's first removal action, its second removal action/
     the Order or permanent remedial action.

     This comment is incorporated in the Enforcement
     Activities portion of the Record of Decision.

6.   The proposed plan fails to identify the Applicable or
     Relevant and Appropriate Requirements (ARAR's) that are
     applicable to this site.

     This comment is incorporated in the Record of Decision.

7.   By way of further response, OBC incorporated by
     reference a number of documents.  Among those was OBC*s
     Memorandum of Lav in Opposition to the United states*
     Motion for Partial Summary Judgment, etc., in United
     States v. General Battery Corporation* et al. v.
     DiMeniehi. E.S.D.C.. E.D. Pa. Mo. 85-1372.

     Since GBC submitted the above-referenced Memorandum,
     the court found GBC liable to the United States as a
     matter of law on June 1, 1990.  The court's opinion is
     incorporated herein by reference.

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 SUPERFUND PROGRAM PROPOSED PLAN

 Brown's Battery Breaking Site
 Tilden Township,  Berks County, Pennsylvania

 August 1990
 EPA ANNOUNCES PROPOSED PLAN
        DATES TO REMEMBER:

        August 17.  1990  - Seoteabtr IS.  1990;
        period on the  Proposed Plan.
          Public comment
        September 4.  1990;  Public meeting at Tilden Township
        Municipal Building.
        CONTACTS:

        USERA:

        Christopher  Corbett
        (3HW22)
        841 Chestnut Street
        Philadelphia, PA  19107
        (215)  597-6906
DER:

Ron Klinikowski
State Office Building
625 Cherry  Street
Reading,  PA 19602
(215) 378-4175
I.  INTRODUCTION

The Proposed Plan identifies  the  preferred alternative for site  access at the
Brown's Battery Breaking Site.  In addition, the plan includes summaries of other
alternatives considered for the  site, and the rationale for identification of
the preferred alternative.  This  document is  issued by the U.S.  Environmental
Protection Agency (EPA), the lead agency for site activities.  The Pennsylvania
Department of Environmental  Resources (OER),  is the  support agency for this
response action.   EPA, in consultation  with the OER,  will  select a final
alternative for this action at the site only after the public comment period has
ended and the information submitted by the public during  this  time has been
reviewed and considered.

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                                         BROWN'S BATTERY BREAMNQ SITE
                                             k  a\    ^C»"x*«>,'Sw    //•/.
SOUAC& U.S.O.S., IfTt. AUfUMN. PA. 7.5 MINUTE SCMICS
                       .. 1977. MAM8UAO. ^A.
      7 S MINUTE SEMES QUADRANGLE.
        FIGURE    1
BROWN'S BATTERY BREAKING
     SITE LOCATION  MAP

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 EPA  is  issuing  this  Proposed Plan  as  part  of   its  public  participatiH
 requirements under  Section  117(a) of the Comprehensive Environmental Response,
 Compensation,  and  Liability  Act (CERCLA) of  1980.  This  document  summarizes
 information that  can be found in greater detail  in  documents contained in the
 administrative  record  file  for  this  site.  EPA and  the DER urge the public to
 review these other documents in  order to gain  a  more comprehensive understanding
 of the site and Superfund activities that have been conducted there.

 The  administrative  record  file,  which  contains the  information upon which the
 selection  of  the response  action will  be based, is available  at  the Hamburg
 Borough Library, 35 N. Third Street, Hamburg,  Pennsylvania.   The library is open
 on Monday, Tuesday,  and Thursday from 1:30 PM  to 8:30 PM and  Wednesday and Friday
 from 10:00 AM  to 5:00  PM.   For further  information regarding  the  review and
 copying of the  administrative record file call the  library at (215) 562-2843.

 EPA, in consultation with the OER, may modify  the preferred alternative or select
 another  alternative presented  in  this plan based  on  public  comments  or new
 information.  Therefore, the  public  is encouraged to review and comment on all
 of the alternatives identified.


 II. SITE BACKGROUND

 The  Brown's Battery Breaking Site is an inactive lead-acid battery processing
 facility located in Tilden  Township,  Berks County, Pennsylvania (Figure 1).  The
 facility recovered   lead-bearing materials from  automobile and truck batteries
 from 1961 to 1971.   The operation involved breaking the vulcanized rubber battery*
 casings, draining acid from the batteries,  and  recovering the  lead-alloy grids,
 plates and plugs.

 From  1961  to 1965,  the lead-recovery process used  at  the  site  consisted of
 placing batteries  on their  sides  on a conveyer belt  that carried  them  to a
 hydraulic  guillotine.   The  guillotine sliced the top from each battery casing,
 allowing access to  the  lead alloy grids.  In the early years of operation, the
 open-top  batteries  were manually  inverted  and  the  sulfuric  acid  was poured
 directly onto  the  ground,  along with the battery  grids.    The empty battery
 casings were  deposited  on  the  ground surface in  several  areas of the site.
 Battery grids were  loaded onto  a dump trailer  for transport and resale.

 From 1965 to 1971, the battery casings were rinsed with water prior  to disposal
 to remove  any  residual  lead  remaining on the casings.    The  rinse water was
 collected  in steel tanks together with  the  lead.  At the end of each  working day
 the lead was recovered and  shoveled into the dump  trailer containing  the battery
 grids.  The  rinsewater was then dumped directly on  the ground.  Casings were
 crushed after rinsing.  The  smaller  battery casing pieces were often used as a
 substitute for  road gravel  both  onsite and off site.

 The Brown's Battery Breaking Site has been  investigated by several state and
federal agencies, including the Pennsylvania Department of Health  (DOH), DER,
and EPA.   DER initiated  an  investigation of  lead contamination  at a dairy farm
 located near  the site  in  the  spring  of 1980.   The  dairy  farm  had become
contaminated through the use of crushed  battery casings  as  road  cover.   The

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 Brown's  Battery Breaking  Site was  identified  as the  source  of the  battery
 casings.   Subsequent testing conducted by OER and DOH  at  the  Brown's  Battery
 Breaking  Site provided sufficient evidence to indicate that a  serious  health
 threat  existed on the site.    EPA studied the  site  in the fall of 1983  and
 conducted  a Removal  Action during the winter of 1983 and spring of 1984.   This
 Removal Action consisted of excavation and  consolidation of battery casings and
 contaminated   soils  and  onsite  containment   of  the  wastes  beneath  a  low
 permeability  cap  located  in  the southwest  quadrant of  the  site.   This  area is
 referred to as the "containment area".  The site was placed  on the EPA Superfund
 National Priorities  List  (NPL)  in June 1986.

 EPA  is  in  the  process  of  completing a Remedial Investigation/Feasibility Study
 (RI/FS) for  the site which  began  in  1989.   The purposes of the  RI/FS  are to
 characterize  the extent of  contamination at the  site,  quantify risks  to human
 health and the environment,  and evaluate potential remedial alternatives.  Site
 characterization included sampling and analysis of surface and subsurface soil,
 groundwater,  surface water,  and sediment.   A  baseline  risk   assessment  was
 conducted  as part of the  investigation and  includes quantification of risks to
 both human health and  the environment.  An evaluation of remedial alternatives
 is presented  in the  Feasibility Study portion of the report.

 Major findings of the  RI/FS  are as follows:

        •  Onsite surface soils and  shallow subsurface soils  are contaminated
           with varying levels  of lead;

        •  Soil contamination  is the  result  of onsite deposition  of  battery
           wastes, including crushed rubber battery casings, battery acid, and
           metallic  lead grids, posts, and  plugs;  these materials remain onsite
           and must  be addressed along with contaminated soils;

        •  Lead is being  transported  from  the site  to the adjacent Schuylkill
           River; and

        •  Dissolved lead is present  in groundwater onsite.


 III. SCOPE AND ROLE OF REMEDIAL ACTION

Because of the degree  of lead  contamination  and  the  complexity of associated
environmental problems at  the Brown's  Battery Breaking Site, EPA has  divided the
remedial response work into  three manageable components called  "operable units
 (OU)".  These are as follows:

                  •    Site  access OU.

                  •    Contaminated soil and battery waste OU.

                  •    Contaminated groundwater OU.

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 The contaminated soil and battery waste OU will  be discussed in the forthcoming
 RI/FS  Report.   For  reasons explained  in  the RI/FS Report,  the contaminated
 groundwater OU has not been fully characterized and will be addressed in the near
 future.   Therefore,  the remedial  alternatives discussed  in this Proposed Plan
 apply  only to  site access.

 The site  access OU is intended to address the  potential public health threat to
 residents and  workers  from  contaminated soil  and battery  wastes and  lead
 contaminated groundwater, surface water, and  air.  The objective of this OU is
 to prevent exposure  of  contaminants to  the site residents and workers.


 IV.  SUMMARY OF SITE RISKS

 During  the  RI/FS,   an  analysis  was  conducted to  estimate  the  health  and
 environmental problems  that could result from  exposure to  the contaminated soil
 and  battery  wastes  at  the  Brown's Battery Breaking  Site.  This analysis is
 commonly  referred to  as a  baseline risk  assessment.    In conducting   this
 assessment, the focus was on the health  effects that could result from direct,
 inadvertent ingestion of contaminated  soil, inhalation of  contaminated dust, and
 ingest ion of  contaminated  drinking water.  The  analysis  focused on the major
 contaminant of concern, lead.  Lead is a relatively  insoluble metal, and is not
 highly mobile in the environment under normal  conditions.   Lead tends to adhere
 strongly  to soil  particles  and remain near the area of deposition.  Lead does
 not readily migrate  in  groundwater under natural conditions; however,  dumping
 of battery acid onsite has  lowered groundwater pH, increasing the  solubility of
 lead and  the  likelihood that lead will  migrate in  groundwater.   Lead is known4
 to cause  cancer in  laboratory animals,  and is  classified as  a probable human
 cancer-causing agent.   In addition, elevated  blood-lead levels in children are
 known to  cause adverse  effects on the following human systems and organs:

                             Hematopoietic  (blood production) system
                             Nervous system
                            Kidney
                            Gastrointestinal  system
                            Bone marrow  cells
                            Reproductive system
                            Endocrine system
                            Heart
                             Immune System

EPA's sampling  of  site  soils found that the  average  concentration of lead in
surficial soil samples was 9,247 milligrams per kilogram  (mg/kg).   In addition,
EPA has  recently  identified a blood-lead concentration  of  10 micrograms per
deciliter (ug/dl)  as  a level of concern for both children and adults. Using this
average and the latest  scientific methods available, the  EPA has  estimated the
following blood-level impacts  above the  10 ug/dl criterion:

        •  Children residing onsite        100  percent above 10  ug/dl
        •  Adults residing onsite           76  percent above 10  ug/dl
        •  Adults working onsite            60  percent above 10  ug/dl

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 Because  of  these  potential  impacts,  EPA  has  determined that  removing the
 residents  and  workers  from  the  site  is  necessary  to  eliminate an  imminent and
 substantial  endangerment to public health.


 V. SUMMARY  OF CURRENT ACTIONS

 As a result  of the Remedial  Investigation  conducted between June  1989 and  March
 1990, a second Removal  Action was determined to be  necessary.  This decision was
 based on a toxicological review  of  surface soil sampling results  that indicated
 elevated  lead  levels  on the  properties  of  current residents   and in  areas
 immediately  adjacent to their homes.

 The  second  Removal  Action  was  initiated in June  1990 and  is  currently  in
 progress.  This action is intended  to  temporarily relocate all onsite residents
 to protect them from direct exposure to onsite contamination.

 Four residences and an  active auto body shop  exist onsite.   One  resident is a
 homeowner  and  the  other three are tenants.   A  total of seven adults  and two
 children reside in the  four residences.   Two  of the  residents are  employed  at
 the auto body  shop.  Two additional adults  are employed at the  auto body shop
 but reside off site.   Access  to  the  site  is currently unrestricted  thereby
 allowing   an  undetermined   number  of  people  direct  exposure   to  onsite
 contamination.

 A meeting was  held on  July  24,  1990  in  the  Tilden Township Municipal  Building
 to discuss the rights  and benefits of the residents  affected by the temporary
 relocation.  All adult site  residents  attended the meeting and were informed  of
 the existing site  conditions  and  EPA's recommendation  of  immediate temporary
 relocation.  Neither the site owner  nor any other potentially responsible parties
were present.  The residents were informed that EPA was prepared  to immediately
 relocate all residents to  a  temporary location  such  as a  motel  or  similar
 establishment  until arrangements could be  made for suitable  rental  properties.
None of  the  residents  agreed to  immediate  relocation  to a  motel.  EPA will
 continue to  work  with  the  onsite  residents to provide appropriate temporary
relocation arrangements.


VI. SUMMARY OF  REMEDIAL ALTERNATIVES

 In order to  select the  most appropriate remedial  action,  various alternatives
are developed  so that  a variety of distinct, viable  options  can  be analyzed.
The alternatives evaluated for the site access OU are presented  below:

                  Alternative 1:   No action.

                  Alternative 2:   Limited  site access.

                  Alternative 3:   Permanent relocation.

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 Alternative  1:   NO  ACTION

 The  Superfund program requires that the "no action" alternative be evaluated at
 every  site to establish a baseline for comparison.  Under this alternative, the
 business  and any resident  who refused temporary relocation during the removal
 action would remain onsite and no actions would be taken to  limit access to the
 site or reduce  exposure to onsite contaminants.

             •  Capital Cost:  None
             •  Total Operation and Maintenance  (O&M) Costs:  None
             •  Present Worth  (PW):  None
             •  Months to Implement: None


 Alternative  2:   LIMITED SITE  ACCESS

 The  limited  site access alternative  would consist  of placing a  6 foot fence
 topped with  barbed  wire around the perimeter  of  the  site to restrict access.
 Signs would  be posted to indicate that the  area  is a  hazardous waste site.  Deed
 restrictions would be placed on  the site properties to prohibit new people from
 moving  onsite  to  new or  existing  residences  until  a determination  is made
 regarding future usage of the properties.

 The  auto body shop  would continue to  operate and the employees and  any current
 residents who  refuse temporary relocation  during the  removal  action would be
 permitted access to the site.

 Limited environmental sampling would  be performed to monitor the contamination
 in the groundwater  and  private wells.  Periodic blood-lead screening would be
 available to the auto body  shop  employees and remaining residents  in order to
 monitor their blood lead levels.

           • Capital Cost: $21,600
           • Total  O&M Costs: $21,400
           • PW: $53,800
           • Months to Implement: 2 to 3


Alternative  3:   PERMANENT RELOCATION

The permanent relocation alternative  would involve the relocation  of  residents
and the business to replacement properties comparable to their present locations.
After  the  relocation is  completed,   the  residents  and business  would  not be
permitted to return to the  site.   Site access would be restricted  by a  6 foot
fence topped with barbed wire.  Signs would be posted  to  indicate  that the area
 is a hazardous waste site.   Deed  restictions would be  placed on the property to
prohibit residential and industrial use until a determination is made  regarding
future site  usage.   Section  101(24)  of CERCLA states that a remedial  action
 includes the costs  of such permanent relocation  of  residents and  businesses.

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 Section 104(j) provides the authority to acquire  property to conduct a remedial
 action.  All relocation  activities  will  be performed in accordance with  the
 "Uniform Relocation Assistance and Real Property Acquisition Policies Act  of
 1970",  and  the  "Uniform Relocation Act Amendments of 1987".

            • Capital  Cost: $342,900
            • Total  O&M Costs:  None
            • PW:  $342,900
            • Months to Implement: 2 to 6

 VII.  EVALUATION OF ALTERNATIVES

 The  preferred alternative  for  relocation  at the  Brown's  Battery  Breaking  Site
 is  Alternative 3 - Permanent  Relocation.  Based  on current  information,  this
 alternative  appears to provide  the best balance among the nine criteria that EPA
 uses  to evaluate alternatives.  This section profiles the performance of  the
 preferred alternative against  the nine criteria,  noting how it compares to the
 other alternatives  under consideration.  A glossary of the evaluation criteria
 is given below.


 GLOSSARY  OF EVALUATION CRITERIA

 Overall  protection  of human health  and  environment  addresses  whether or not a
 remedy  provides adequate protection and describes how risks posed through  each
 pathway are  eliminated, reduced, or controlled through treatment,  engineering
 controls, or institutional control.

 Compliance with  ARARs addresses  whether or not a remedy will meet  all of the
 applicable  or  relevant  and  appropriate  requirements  of federal  and state
 environmental statues and/or provide grounds for  invoking a waiver.

 Long-term effectiveness and permanence refers to  the magnitude of residual  risk
 and the ability of a remedy to  maintain  reliable protection of human health and
 the environment over time once cleanup goals have been met.

 Reduction of toxicitv. mobility,  or volume  through treatment is the anticipated
 performance  of the treatment technologies that may be employed in a remedy.

 Short-term  effectiveness  refers  to the  speed with which the  remedy achieves
 protection,  as well  as the remedy's potential to create adverse impacts on human
 health  and environment during  the construction and implementation period.

 Implementabilitv  is the technical  and administrative  feasibility of a remedy,
 including the  availability  of  materials and  services  needed  to  implement the
 chosen  solution.

 Cost includes capital and operation and maintenance costs.

 State acceptance  indicates whether  the  state concurs  with,  opposes, or has no
comment on the preferred alternative.

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 Community acceptance has been and will be assessed throughout all site activities
 and will be documented in the Record of Decision following a review of the public
 comments received on  the Proposed Plan.


 ANALYSIS

 Overall protection;   The no  action alternative does not provide any protection
 to  human  health or the  environment  since all remaining  residents  and onsite
 workers will continue to be  exposed  to  the contaminants onsite.

 The limited site access alternative protects the health of individuals not living
 or working on  the site by limiting access and prohibiting additional residents
 from moving onsite.   Although access will still be permitted to auto body shop
 customers, the  site will be  posted as a hazardous  waste  site, informing them of
 the risks associated with the area.  This alternative does not protect the health
 of the shop employees  or  residents remaining onsite, but it does provide a means
 of  monitoring  their  exposure.   The  limited site  access  alternative  does not
 provide any protection to the environment.

 The permanent  relocation alternative provides good overall protection of human
 health.  The health  of remaining residents and shop employees is protected since
 they will be permanently relocated after the Record of Decision  is signed.  Site
 access will be restricted and residential  and  industrial use will  be prohibited
 protecting the  health of off site  individuals.   This alternative will protect
 the environment to a small extent by eliminating human activity on the site which
 can transport contamination  off site.

 Compliance with ARARs;  The ARARs that are applicable to the site  access OU are
 those that  deal with  relocation and exposure and protection  of human health.
 ARARs that deal with  maximum contaminant  levels,  site activities, etc. will be
 addressed during the  other OUs.

 The no action  and limited site  access alternatives are not in compliance with
 ARARs since the residents and auto  body shop  employees would still be exposed
 to site contaminants.

The permanent relocation alternative is in compliance with ARARs  by eliminating
exposure to shop employees, residents, and off site individuals.   CERCLA Section
 104(j) provides  the authority to acquire  property that is needed to conduct  a
remedial action.    Section  101(24)  of  CERCLA  states that  the  term  "remedial
action" includes  permanent relocation of residents  and businesses when it  is
determined that relocation is more cost-effective and environmentally preferable
than  other alternatives.    All  relocation  activities will  be  performed  in
accordance with the  "Uniform  Relocation Assistance and Real Property Acquisition
Policies Act of 1970"  and the "Uniform  Relocation Act Amendments  of 1987".
                                       8

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Long-term  effectiveness and  permanence;   The site  access  OU  is  intended  to
provide  short-term protection  until  the  cleanup  takes place.   None  of  the
alternatives provide a  permanent solution.  However, permanent relocation will
eliminate  continued exposure  to  the auto  body  shop employees  and remaining
residents  from  contaminants at the site.   Fencing  and  deed restrictions will
limit  the  potential   for  exposure  to  other  people  and   the  transport  of
contamination off  site.

Since the relocation OU does not provide  long-term effectiveness or a permanent
solution for the environment, this criteria will be evaluated  during the analysis
of contaminated  soil, battery waste, and groundwater alternatives.

Reduction of toxicitv.  mobility,  or  volume of contaminants  through treatment;
No reduction of toxicity, mobility, or  volume  of contaminants by treatment will
occur during the site  access OU.  This  criteria will  be evaluated during the
analysis of the  other two OUs.

Short-term effectiveness;   The no action and  limited site access alternatives
provide no short-term effectiveness since shop employees and  remaining residents
are exposed to site contamination.  The permanent relocation alternative provides
good short-term  effectiveness  in reducing  risks to human health and preventing
the transport of contaminants off  site.

Implementabilitv;   All  of  the site access alternatives are  technically and
administratively implementable.

Cost; There are no costs associated with the no action alternative.   The  limited
action alternative will cost approximately $53,800  and the permanent relocation
alternative will cost approximately $342,900.

State acceptance;  The Pennsylvania Department of Environmental  Resources (DER)
supports the decision  that permanent relocation is the preferred alternative for
this OU.

 DER recognizes  that  issues concerning cleanup standards will be addressed  in
the contaminated soil  and battery waste operable unit.  The permanent relocation
of the onsite residents  and workers should not control  the  degree to which the
site should be cleaned  nor  should  it dictate  any future use of  the  site.

Pennsylvania has not agreed to  take title  to  the property under  Section 104(j)
of CERCLA,  42 U.S.C. Section 9604(j), nor does  DER believe that deed restrictions
are appropriate where access agreements can be  obtained from the property owners.
In such access  agreements,  the property owners should  provide  assurances that
they will  not  inhabit  the  site during  the remedial action,  and  should they
transfer the title to a third party during the  remedial action, they will  provide
notice to the third party of  the remedial  action in  progress at  the site.

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 Community acceptance;  The no action alternative may not be acceptable to the
 community since  the  shop  employees and residents remaining  on  the  site will be
 exposed to a health  threat.

 The limited site access alternative may be acceptable to  the community since
 the shop  employees  and  the  residents  who choose  to remain onsite  will  be
 monitored for exposure  to  lead.

 The permanent relocation alternative is  acceptable to the community if suitable
 replacement properties  can be  procured.   These opinions  are  based on recent
 comments and conversations with site residents.

 Community acceptance will  be  updated  throughout this  process, evaluated after
 the public comment period, and described in the Record of Decision.


 VIII. SUMMARY  OF THE PREFERRED ALTERNATIVE

 The permanent relocation  alternative  provides  good  protection of  human health
 and limited protection of  the environment.  The  relocation and site  restrictions
 will eliminate human contact with contaminated soil, contaminated  groundwater,
 and lead-bearing dust particles.  Restricting  site  use and access will reduce
 the potential  for transport of contaminants off site.

 The preferred alternative  provides overall  effectiveness proportionate to its
 costs.  Temporary relocation for any remaining onsite residents would be required
 during  the  extensive excavation activities anticipated during  the  contaminated
 soil and  battery waste Operable Unit.   Permanent relocation will eliminate the
 potential  cost  to  temporarily relocate  the  remaining onsite  residents  for
 approximately  eighteen to twenty-four months.

 The  permanent  relocation  alternative  is  in  compliance with  all ARARs specific
 to  the  site access OU.  This  alternative  is effective  in meeting  the goals of
 this OU,  is technically and administratively implementable, and is  acceptable
 to  both the state and community.

 IX.   THE COMMUNITY'S ROUE IN THE REMEDY SELECTION PROCESS

 EPA solicits  Input from the community on the cleanup methods proposed for each
 Superfund response action. EPA has set a public comment period from August 17.
 1990 to  September 15. 1990 to  encourage  public  participation  in the selection
 process.  The comment period includes a public meeting at which EPA  will present
 highlights of the on-going RI/FS Report and Proposed Plan, answer  questions, and
 accept both oral  and written  comments.

A public meeting  is  scheduled  for 8:00 PM September 4. 1990 and will  be held at
Tilden Township Municipal  Building.
                                      10

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Comments will be summarized and responses provided in  the Responsiveness Summary
section of the Record of Decision (ROD). The ROD is the document that presents
EPA's final selection for the site remedy.  To send written comments or obtain
further information, contact:

                            Leanne Nurse
                            Community Relations Coordinator
                            U.S. Environmental Protection Agency
                            841 Chestnut Street (3EA-21)
                            Philadelphia, PA  19107
                            (215) 597-6920
                                       11

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                 BROWN'S BATTERY BREAKING SITE
                 ADMINISTRATIVE RECORD FILE *
                      INDEX OF DOCUMENTS

I.   SITE IDENTIFICATION

     1)   Report:  Site  Analysis,  Brown's Battecy  Breaking
          Site/  Berks County,  Pennsylvania/  prepared by The
          Bionetics Corporation,  2/84.   P.  100001-100016.
*    Administrative  Record  File  available  8/2/89,  updated
     8/17/90.


Note:  Company and organizational  affiliation is  identified
in the index only when it appears  in  the  file.

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II.   REMEDIAL ENFORCEMENT PLANNING

     1)   Memorandum of Purchase Option, between Mr. Robert T.
         Brown and Mrs.  Barbara A. Brown, and Price Battery
         Corporation, prepared by Berks Title Insurance
         Company, 10/1/62.  P. 200001-200001.

     2)   Letter to Mr. Holland E. Shade, General Battery
         Corporation, from Mr. John Watts Barrett, Barrett
         and Monaghan, re:  Request for a release from a land
         purchase option, 11/11/77.  P. 200002-200005.  An
         executed release from the purchase option and a
         notary's statement are attached.

     3)   Letter to Mr. John Watts Barrett, Barret  [sic] and
         Monaghan, from  Mr. R.E. Shade, General Battery
         Corporation, re:  Transmittal of the executed
         release from the purchase option, 11/22/77.  p.
         200006-200006.

     4)   Letter to Mr. Rolland E. Shade, General Battery
         Corporation, from Mr. John Watts Barrett, Barrett
         and Monaghan, re:  Release from the purchase option,
         12/20/77.  P. 200007-200007.

     5)   Summary of October 25, 1983 Meeting between U.S. EPA
         and General Battery Corporation, prepared by Mr.
         Richard L. Zambito, U.S. EPA, 10/25/83.  P. 200008-
         200008.

     6)   Letter to Mr. Thomas Massey, U.S. EPA, from Mr. J.A.
         Bitler, General Battery Corporation, re:
         Transmittal of  names of medical experts with
         experience in treatment of high lead exposure
         children, 10/27/83.  P. 200009-200010.  A list of
         the names and addresses of the physicians is
         attached.

     7)   Memorandum to Mr. J. Bitler, General Battery
         Corporation, from Mr. J. Leed, General Battery
         Corporation, re:  Recyclability of lead-containing
         rubber battery  cases and soil, 10/28/83.  P.  200011-
         2000011.

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8)   Memorandum to Record from Mr.  J.  Leed,  General
     Battery Corporation,  re:   Transmittal  of a copy of
     an article from the October 28,  1983  issue of
     Environment Reporter regarding U.S. EPA procedures
     at hazardous waste sites,  11/7/83.  P.  200012-
     200012.

9)   Letter to Mr. John Bitler,  General  Battery
     Corporation, from Mr. Robert J.  Mitkus,  U.S.  EPA,
     re:   EPA activities at the Brown's  Battery Breaking
     Site in lieu of voluntary action by potentially
     responsible parties,  11/9/83.   P. 200013-200014.

10)  Letter to Mr. John Bitler,  General  Battery
     Corporation, from Mr. Robert J.  Mitkus,  U.S.  EPA,
     re:   EPA activities at the Brown's  Battery Breaking
     Site in lieu of voluntary action by potentially
     responsible parties,  with a list of concurrences,
     11/9/83.  P. 200015-200017.  A memoraridum regarding
     the  recyclability of lead-containing  rubber battery
     cases and soil is attached.

11)  Letter to Mr. William F.  Price from Mr.  J.A.  Bitler,
     General Battery Corporation, re:   Transmittal of a
     copy of EPA notification  regarding  cleanup action at
     the  Brown's Battery Breaking site,  11/14/83.   P.
     200018-200018.

12)  Letter to Mr. and Mrs. Terry L.  Shaner Sr. from Mr.
     J.A. Bitler, General Battery Corporation, re:
     Transmittal of a copy of  EPA notification regarding
     clean-up action at the Brown's Battery Breaking
     Site,  11/15/83.  P. 200019-200019.

13)  Memorandum to Mr. C.  Petzold from Mr.  J.A. Bitler
     re:   Request for information on options for
     consuming the rubber cases from the site landfill,
     12/13/83.  P. 200020-200020.

14)  Memorandum to Mr. J.  Bitler, General  Battery
     Corporation, from Mr. D.  Ferrante,  General Battery
     Corporation, re:  Relocation of families from the
     Brown Battery Breaking Site, 12/15/83.  P. 200021-
     200021.

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15)  Memorandum to Mr. John Bitler,  General Battery
     Corporation, from Mr. John Hardy,  General Battery
     Corporation, re:  Research of the whereabouts of
     Barbara B. Brown, and other relatives of Robert T.
     Brown, Sr., 12/15/83.  P.  200022-200024.  A copy of
     a page from a telephone directory is attached.

16)  Letter to Mrs.  Barbara B.  Brown from Mr. John A.
     Bitler, General Battery Corporation, re:
     Transmittal of a copy of EPA notification regarding
     clean-up action at the Brown's  Battery Breaking
     Site,  12/16/83.  P.  200025-200025.

17)  Letter to Mr. John A. Bitler,  General Battery
     Corporation, from Mr. Paul T.  Essig, re:
     Whereabouts of Barbara Brown,  12/20/83.  P. 200026-
     200026.

18)  Letter to Mr. John Bitler, General Bafetery
     Corporation, from Mr. Robert J. Mitkus, U.S. EPA,
     re:   104 (e) information request,  1/10/84.  P.
     200027-200028.

19)  Memorandum to Mr. J.A. Bitler,  General Battery
     Corporation, from Mr. C.G. Petzold,  General Battery
     Corporation, re:  Transmittal of requested documents
     concerning Brown Battery Company,  1/19/84.  P.
     200029-200029.

20)  Summary of January 27, 1984 Meeting Between U.S. EPA
     and General Battery Corporation,  prepared by Mr.
     Richard L. Zambito,  U.S. EPA,  1/27/84.  P. 200030-
     200030.

21)  Memorandum to Mr. C. Petzold,  General Battery
     Corporation, from Mr. J.A. Bitler,  General Battery
     Corporation, re:  Request for information regarding
     Brown Battery Breaking Company, 1/30/84.  P. 200031-
     200031.

22)  Summary of February 9, 1984 Meeting between U.S. EPA
     and General Battery Corporation (GBC), prepared by
     Mr.  Richard Zambito, U.S. EPA,  2/9/84.  P. 200032-
     200032.

23)  Letter to Mr. Kermit Rader, U.S. EPA, from Mr. Denis
     [sic]  V. Brenan, Morgan, Lewis & Bockius, re:
     Transmittal of a list of materials  requested,
     2/17/84.  P. 200033-200033.

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24)  Letter to Mr.  Kermit Rader,  U.S.  EPA,  from Mr.  Denis
     [sic]  V. Brenan,  Morgan,  Lewis &  Bockius,  re:
     Address of William F. Price,  principal and chief
     executive officer of Price Battery Corporation,
     3/1/84.  P. 200034-200034.

25)  Order In The Matter Of General Battery Corporation,
     3/2/84.  P. 200035-200049.

26)  Letter to Mr.  Kermit Rader,  U.S.  EPA,  from Mr.  J.A.
     Bitler, General Battery Corporation,  re:   Response
     to the EPA's 104 (e) information request,  3/8/84.   P.
     200050-200051.

27)  Letter to Mr.  Richard Zambito, U.S. EPA,  from Mr.
     Gary R. Galida, Pennsylvania Department of
     Environmental Resources,  re:   Legal classification
     of cleanup activities under CERCLA, 3X21/84.   P.
     200052-200052.

28)  Letter to Mr.  John Bitler, General Battery
     Corporation, from Mr. Stephen R.  Wassersug, U.S.
     EPA,  re:  Request for reimbursement for response
     actions performed by EPA under CERCLA, 9/19/84.   P.
     200053-200055.  A receipt for certified mail is
     attached.

29)  Letter to Mr.  John Bitler, General Battery
     Corporation, from Mr. Stephen R.  Wassersug, U.S.
     EPA,  re:  Potential liability for costs of
     additional work to be performed at the Brown's
     Battery Breaking Site, 4/25/86.  P. 200056-200059.
     A receipt for certified mail is attached.

30)  Letter to Ms.  Carol E. Stokes, U.S. EPA,  from Mr.
     John A. Bitler, General Battery Corporation,  re:
     Clarification of  conditions stated in earlier
     correspondence, 5/8/86.  P.  200060-200061.

31)  Letter to Ms.  Carol E. Stokes, U.S. EPA,  from Mr.
     John A. Bitler, General Battery Corporation,  re:
     Request for additional information prior to General
     Battery Corporation's participation in the proposed
     Remedial Investigation/Feasibility Study  (RI/FS),
     5/14/86.  P. 200062-200063.

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32)  Letter to Ms. Carol Stokes,  U.S.  EPA,  from Ms.
     Kristine A. Crosswhite,  Miles & Stockbridge,  re:
     Confirmation of extension for the Julian C. Cohen
     Salvage Corporation to indicate its intent to
     participate in the Remedial  Investigation/
     Feasibility Study, 5/14/86.   P. 200064-200064.

33)  Letter to Mr. John A.  Bitler,  General  Battery
     Corporation, from Ms.  Carol  Stokes,  U.S.  EPA,  re:
     General Battery Corporation's participation in  the
     Remedial Investigation/Feasibility Study and
     development of a Statement of Work (SOW),  5/23/86.
     P.  200065-200067.  A receipt for  certified mail is
     attached.

34)  Letter to Ms. Carol Stokes,  U.S.  EPA,  from Mr.  Denis
     V.  Brenan,  Morgan, Lewis & Bockius,  re:
     Confirmation of an extention [sic] granted to
     General Battery Corporation  relative fco  the
     performance of a Remedial Investigation/ Feasibility
     Study,  6/26/86.  P. 200068-200068.

35)  Memorandum to Ms. Carol Stokes, U.S. EPA,  from Ms.
     Libby Rhoads, U.S. EPA,  re:   Wetland areas which may
     be  impacted by the Brown's Battery Breaking Site,
     6/30/86.  P. 200069-200069.

36)  Letter to Ms. Carol Stokes,  U.S.  EPA,  from Mr.  John
     A.  Bitler,  General Battery Corporation,  re:  General
     Battery Corporation's intention to participate in
     the Remedial Investigation/Feasibility Study,
     7/25/86.  P. 200070-200070.

37)  Routing and Transmittal Slip to Mr. Kermit Rader,
     from Carol  [sic], re:   Brown's Battery Draft Order,
     8/20/86.  P. 200071-200073.   A letter regarding the
     necessity of a Consent Order and a Statement of Work
     and a receipt for certified  mail are attached.

38)  Letter to Ms. Carol Stokes-Cawley, U.S.  EPA, from
     Mr. Frank A. Labor III,  Morgan, Lewis &  Bockius,  re:
     Amendment of timetable regarding General Battery
     Corporation's participation  in the Remedial
     Investigation/Feasibility Study,  8/27/86.  P.
     200074-200075.

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39)  Report of Conversation to Mr.  Jeff Lead [sic],
     General Battery Corporation,  from Ms.  Carol  Stokes-
     Cawley, re:  Well specifications,  9/22/86.   P.
     200076-200076.

40)  Memorandum to Browns Battery Site File,  from Ms.
     Carol Stokes-Cawley, U.S. EPA,  re:  Details
     concerning the Statement of Work for the Remedial
     Investigation/Feasibility Study,  11/26/86.   P.
     200077-200078.

41)  Letter to Ms. Carol Stokes,  U.S.  EPA,  from Mr.  Denis
     [sic] V. Brenan,  Morgan, Lewis & Bockius, re:
     Transmittal of a Scope of Work,  12/1/86. P. 200079-
     200079.

42)  Letter to Ms. Carol Stokes-Cawley, U.S. EPA, from
     Mr.  John A. Bitler, General Battery Corporation,  re:
     Transmittal of the revised Statement of Work,
     12/24/86.  P. 200080-200080.

43)  Letter to Mr. John A. Bitler,  General Battery
     Corporation,  from Mr. Jack Kelly,  U.S. EPA,  re:
     Proposed revisions to the Statement of Work,
     1/27/87.  P.  200081-200081.

44)  Letter of Transmittal to Mr.  John Bitler, General
     Battery Corporation, from Mr.  W.G. Christopher,
     Engineering-Science, re:  Transmittal of the revised
     Statement of  Work, 3/6/87.  P.  200082-200082.

45)  Letter to Mr. Jack Kelly, U.S.  EPA, from Mr. John  A.
     Bitler, General Battery Corporation, re:
     Transmittal of a revised Project Schedule,  3/12/87.
     P.  200083-200086. A graphical Project Schedule, a
     marked-up copy of a graphical Project Schedule  and a
     written summary of the Project Schedule are
     attached.

46)  Administrative Order On Consent In The Matter Of
     Brown's Battery Breaking Company Site, 6/30/87.  P.
     200087-200140.

47)  Letter to Mr. Jack Kelley [sic], U.S. EPA,  from Mr.
     Jeffrey A. Leed,  General Battery Corporation, re:
     Transmittal of the Work Plan for the Remedial
     Investigation/Feasibility Study, 8/11/87.  P.
     200141-200141.

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48)  Letter of Transmittal to Mr.  J.  Kelly,  U.S.  EPA,
     from Mr.  J.P.  McAuliffe,  Engineering-Science,  re:
     Transmittal of the Brown's Battery Breaking  Site
     Work Plan and Quality Assurance  Project Plan,
     8/21/87.   P.  200142-200142.

49)  Letter to Mr.  Jack Kelley [sic],  U.S.  EPA, from Mr.
     Jeffrey A. Leed,  General Battery Corporation,  re:
     Submittal of  the  Health and Safety Plan for
     approval, 10/1/87.  P.  200143-200143.

50)  Letter to Mr.  Jeffrey Leed,  Exide Corporation,  from
     Mr.  Jack Kelly, U.S.  EPA,  re:  Resolution of
     Remedial Investigation/Feasibility Study Work  Plan
     issues,  3/25/88.   P.  200144-200145.

51)  Letter to Mr.  Jack Kelly,  U.S. EPA,  from Mr. Frank
     A.  Labor III,  Morgan,  Lewis &  Bockius,  re:   General
     Battery/Exide  Corporation's response to EPA
     modifications  of  the  proposed Work Plan,  5/6/88.   P.
     200146-200148.

52)  Letter to Mr.  Frank Labor, Morgan, Lewis & Bockius,
     from Mr.  Jack  Kelly,  U.S.  EPA, re:  Proposed
     modifications  to  the  Work Plan,  7/1/88.  P.  200149-
     200157.   A list of additional work to be required as
     Phase II of the Remedial Investigation and a list of
     necessary revisions to the proposed Work Plan  are
     attached.

53)  Letter to Mr.  Jack Kelly,  U.S. EPA,  from Mr. Frank
     A.  Labor III,  Morgan,  Lewis & Bockius,  re:
     Acknowledgement of receipt of correspondence
     regarding General Battery Corporation,  7/8/88.  P.
     200158-200158.

54)  Letter to Mr.  Jack Kelly,  U.S. EPA,  from Mr. Frank
     A.  Labor III,  Morgan,  Lewis & Bockius,  re:  General
     Battery Corporation's refusal to perform the
     Remedial Investigation/Feasibility Study, 8/4/88.
     P.  200159-200160.

55)  Letter to Mr.  Frank Labor III, Morgan,  Lewis i
     Bockius,  from Mr. James M. Seif, U.S. EPA, re:  EPA
     commencement  of Remedial Investigation/Feasibility
     Study activities  at the Brown's  Battery Site,
     8/25/88.   P.  200161-200163.  Two certified mail
     receipts are  attached.

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56)   Memorandum to Mr.  J.W.  Horton,  General Battery
     Corporation,  from Mr.  J.A.  Bitler,  General Battery
     Corporation,  re:  Transmittal of photographs of the
     Brown Battery Breaking facility,  (undated).  P.
     200164-200164.

57)   Letter to Mr. Robert T. Brown,  Brown's Battery
     Breaking Company,  from Mr.  S.  Dershwin,  Price
     Battery Corporation, re:  Renewal of a contract  for
     breaking batteries,  (undated).   P.  200165-200165.

58)   List of parties sent Remedial Investigation/
     Feasibility Study (RI/FS)  notice letters,   (undated)
     P.  200166-200168.   A list  of parties from which
     responses were received is  attached.

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III.  REMEDIAL RESPONSE  PLANNING

     1)   Report:  Feasibility Study for Brown's Battery
         Breaking Site, prepared by IT Enviroscience,
         12/16/83.FT 300001-300064.

     2)   Report:  Extent of Contamination Survey for the
         Brown's Battery Breakage Site, prepared by U.S. EPA,
         12/83.P. 300065-300128.

     3)   Report: Brown's Battery Breaking Site, Remedial
         Action Master Plan and Remedial Investigation/
         Feasibility Study Work Plan, Final Draft, prepared
         by  Ecology and Environment, Inc., 1/86.  P. 300129-
         300230.

     4)   Letter to Ms. Linda Boornazian, U.S. EPA, from Mr.
         Harry P. Butler, CDM Federal Programs.Corporation,
         re:  Transmittal of Health and Safety Plan for the
         site reconnaissance visit at the Brown's Battery
         Breaking Site, 3/3/87.  P. 300231-300255.  The
         Health and Safety Plan is attached.

     5)   Letter to Mr. Frank A. Labor III, Morgan, Lewis and
         Bockius, from Mr. Kermit Rader, U.S. EPA, re:
         Transmittal of the revised draft of the Consent
         Order, with comments, 3/19/87.  P. 300256-300276.
         The order is  attached.

     6)   Letter to Mr. Kermit Rader, U.S. EPA, from Mr. Frank
         A.  Labor III, Morgan, Lewis 4 Bockius, re:
         Transmittal of the Brown's Breaking Site
         Administrative Order On Consent, 6/15/87.  P.
         300277-300277.

     7)   Letter to Mr. Jeffrey Leed, General Battery
         Corporation,  from Mr. Jack Kelly, U.S.'EPA, re:
         Transmittal of EPA's comments on the  RI/FS Work
         Plan, 11/10/87.  P. 300278-300279.

     8)   Memorandum to Mr. Jack Kelly, U.S. EPA,  from Mr.  H.
         Ronald Preston, U.S. EPA, re:  Review and
         recommendations of the Remedial  Investigation  Work
         Plan, 12/2/87.  P. 300280-300379.  The following  are
         attached:

              a)   a draft of the review memorandum;
              b)   a memorandum regarding deficiencies in  the
                   Project Plan;
              c)   a Quality Assurance Project Plan Review;

                              10

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          d)    a  letter  regarding the analysis of metals
               in soil samples;
          e)    a  letter  regarding the transmittal of a
               summary report of a discussion of Remedial
               Investigation/Feasibility Study issues;
          f)    a  letter  regarding the transmittal of a
               revised summary of a meeting;
          g)    a  report  entitled "Revised Summary of
               January 7,  1988 Meeting to Discuss EPA
               Comments  on the RI/FS Work Plan for
               Brown's Battery Site";
          h)    a  work plan review of the Remedial
               Investigation/Feasibility Study;
          i)    a  letter  regarding EPA's response to the
               Remedial  Investigation/Feasibility Study
               Work Plan;
          j)    a  letter  regarding General Battery
               Corporation's unwillingness ,to perform the
               Remedial  Investigation/Feasibility Study;
          k)    a  letter  regarding EPA's intention to
               perform the Remedial Investigation/
               Feasibility Study;
          1)    a  handwritten memorandum regarding
               communications with Terry Shaner.

9)   Boring Logs # 1,  2, and 3 for Brown's Battery
     Breaking Site,  prepared by the New England Pollution
     Control, Co., Inc,  3/22/89.  P.  300380-300386.   A
     topographic and geologic survey for wells # 1,  2,
     and 3 and a site plan of the respective wells are
     attached.

10)   Report:  Quality Assurance Project Plan, prepared by
     Black &  Veatch Inc.,  5/15/89.   P.  300387-300790.

11)   Technical Support Documents,  prepared by the U.S.
     EPA,  undated.  P.  300791-300894.   The following are
     attached:

          a)    a  calculation sheet for lead  concentration
               in air at site;
          b)    a  calculation sheet for lead  concentration
               in leafy  vegetables from site gardens;
          c)    a  report  entitled "Feasibility  Study for
               Brown's Battery Breaking Site";
          d)    a  memorandum regarding lead results on
               samples at  the Terry Shaner site;

          e)    a  letter  regarding potential  financial
               responsibility for EPA activities  at the

                          11

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              Brown's Battery Breaking site;
          f)   a Notice of Violation to Terry and Susan
              Shaner;
          g)   a letter regarding Price Battery
              Corporation's response to an information
              request;
          h)   a letter regarding the extension of a
              deadline and confirmation of the
              guardianship of William F. Price;
          i)   a Letter of Guardianship;
          j)   a letter regarding procedures between the
              Price Battery Corporation and Brown's
              Battery Breaking Company;
          k)   a Deed between Barbara A. Brown, and Terry
              L. Shaner and Susan A. Shaner;
          1)   a Deed between Terry L. Shaner and Susan
              A. Shaner, and Terry L. Shaner Jr.;
          m)   a letter regarding the blood, lead levels
              of four children;
          n)   a Fund Authorization Request> Immediate
              Removal Request for the Brown's Battery
              Breaking site.

12.  Report:   Draft Sampling Analysis  Plan,  Brown's
     Battery Breaking Site,  prepared for the U.S.  EPA,
     5/15/89.   P.  300895-300954.

13.  Report:   Draft Addendum to Field  Sampling Plan,
     prepared by B & V Waste Science and Technology
     Corp.,  9/12/89.  P.  300955-300972.

14.  Report:   Draft RI/FS Plan,  (undated).   P.  300973-
     301505.

15.  Memorandum to Mr.  Chris Corbett,  U.S.  EPA,  from Mr.
     Richard Brunker,  U.S.  EPA,  re:   Calculated hazards
     from exposed soil.   P.  301506-301507.

16.  Superfund Program Proposed Plan,  Brown's Battery
     Site, 8/90.   P. 301568-301519.

17.  Letter to Mr.  Christopher Corbett,  U.S. EPA,  from
     Mr.  Joseph Gormley,  B & V Waste Science and
     Technology Corp.,  re:   Transmittal of a calculation
     for  lead concentration at the Brown's Battery Site,
     8/1/90.   P.  301520-301525.
                         12

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18.  Report:   Your Rights and Benefits  as  a  Displaced
     Program,  prepared by the U.S.  Department  of
     Transportation,  (undated).   P.  301526-301551.

19.  General  Guidance:  Federal Register, Uniform
     Relocation Assistance and Real Property Acquisition
     for Federal and Federally Assisted Programs,
     (undated).  P. 301552-301591.

20.  Letter to Mr. Christopher Corbett,  U.S. EPA,  from
     Mr. Joseph Gormley,  B & V Waste Science and
     Technology, Corp.,  re:   Submittal  of  cost
     calculations for permanent relocation alternatives,
     8/15/90.   P. 301592-301594.
                          13

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IV.  REMOVAL
     1)   Report:   Federal  On-Scene  Coordinator's  Report,
         Brown's  Battery Breaking Site,  Tilden  Township,
         Berks County/  Pennsylvania,  CERCLA  Immediate  Removal
         Action.  Volume I,  10/20/83-7/11/84.  P.  400001-
         400217.

     2)   Report:   Federal  On-Scene  Coordinator's  Report,
         Browns  Battery Breaking Site,  Tilden  Township,
         Berks County,  Pennsylvania,  CERCLA  Immediate  Removal
         Action,  Volume II,  10/20/83-7/11/84.P.  400218-
         400609.
                              14

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V. COMMUNITY INVOLVEMENT/CONGRESSIONAL CORRESPONDENCE/IMAGERY

     1)    Sampling  Location  Map,  11/83.   P.  500001-500001.

     2)    Waste  Thickness  Contour Map,  11/83.  P. 500002-
          500002.

     3)    Contour Map  with Areas  of Contamination,  1/16/84.
          P.  500003-500003.

     4)    Letter to Honorable  William  Ruckelshaus,  U.S. EPA,
          from Mr.  John  Heinz,  U.S. Senate,  re:   Safe  Drinking
          Water  Act,2/29/84.   P.  500004-500007.   A  letter
          regarding complaints about the  cleanup  of the
          Brown's Battery  site and a congressional
          correspondence control  slip  are attached.

     5)    Letter to Honorable  John Heinz,  U.S. Senate, from
          Mr. Thomas P.  Eichler,  U.S.  EPA,  re: '.Procedures of
          the EPA Superfund  Emergency  Removal  Program  and how
          they pertain to  the  Brown's  Battery  site,  3/7/84.
          P.  500008-500010.

     6)    Letter to Honorable  Gus Yatron,  House of
          Representatives, from Mr. Thomas P.  Eichler, U.S.
          EPA, re:   Procedures of the  EPA Superfund Emergency
          Removal Program  and  how they pertain to Brown's
          Battery Site,  3/7/84.   P. 500011-500027.   The
          following are  attached:

              a)   a copy of the- aforementioned letter;
              b)   a letter regarding complaints about the
                   cleanup of the Brown's Battery site;
              c)   two congressional correspondence control
                   slips;
              d)   a letter regarding transmittal of
                   correspondence;
              e)   five photocopied newspaper articles.

     7)    Land Survey  Map, 5/84.  P. 500028-500028.

     8)    Letter to the  Congressional  Relations Director,  U.S.
          EPA, from Mr.  John Heinz, U.S.  Senate,  re:
          Transmittal  of correspondence complaining about  the
          EPA's  actions, 10/17/84.  P. 500029-500033.  A
          handwritten  letter regarding the battery  recycling
          business  is  attached.
                              15

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9)    A Congressional Correspondence Control Slip from
     Honorable John Heinz,  U.S.  Senator,  11/7/84.   P.
     500034-500038.  Two copies  of a letter regarding the
     status of the Brown's  Battery site cleanup and the
     EPA view of its impact are  attached.

10)   Aerial Photographs of  the Brown's Battery Breaking
     Site,  7/24/85.  P. 500039-500041.  A site layout map
     is attached.

11)   Report:  Community Relations Plan,  prepared by NUS
     Corporation,  9/26/86.   P. 500042-500058.

12)   Two Photography Volumes of  Brown's Battery Breaking
     Site,  (undated).  P.  500059-500325.   The  following
     are included:

         a)   1,019  color photographs;

         b)   39  pages of 35mm negative film  strips;

         c)   1 slide.
                          16

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                        GENERAL GUIDAfCE DOCUMENTS *

 1)  "Promulgation of Sites from Updates 1-4," Federal Register, dated 6/10/86.'
 2)  "Proposal of Update 4,"  Federal Register, dated 9/18/85.
 3)  Memorandum to U. S. EPA  from Mr. Gene Lucero regarding community relations
     at Superfund Enforcement sites/ dated 8/28/85.
 4)  Groundvater Contamination  and Protection, undated by Mr. Donald V.
     Feliciano on 8/28/85.
 5)  Memorandum to Toxic Waste  Management Division Directors Regions I-X from
     Mr. William Hedeman and  Mr. Gene Lucero ret  Policy on Floodplains and
     Wetlands Assessments for CERCLA Actions, 8/6/8S.
 6)  Guidance on Remedial Investigations under CERCLA, dated 6/85.
                                                        I
 7)  Guidance on feasibility  Studies under CERCLA, dated 6/85.
 8)  "Proposal of Uodate 3,"  Federal Register, dated 4/10/85.
 9)  Memorandum to Mr. Jack McGrav entitled "Cownunity Relations Activite*
     at Supertax! Sites  - Interim Guidance," dated 3/22/85.
10)  "Proposal of Update 2,*  Federal Register, dated 10/15/84
11)  EPA Gjrourxfrater Protection Strategy, dated 9/84.
12)  Memorandum to U.S.  EPA from Mr. William Hectaan, Jr. entitled
     "Transmittal at Superfund  Removal  Procedures - Revision 2," dated 8/20/84.
13)  "Proposal of Update 1,'  Federal Register, dated 9/8/83.
14)  Community Relations in Superfundt  A Handbook  (interim version), dated
     978T
15)  "PrcooMl of Pint  National Priority List," Federal Register, dated
     12/30/82.
16)  "Expanded Eligibility List," Federal Register, dated 7/23/82.
17)  "Interia Priorities List," Federal Register,  dated 40/23/81.
18)  Uncontrolled Hazardous Waste Site Ranking  System;  A user's Manual
     (undated).
19)  Field Standard Operating Procedures  -  Air Surveillance (undated).
20)  Field Standard Operating Procedures - Site Safety Plan (undated).

 * Located in EPA Region III office.

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