RECORD OF DECISION AMENDMENT ^ 2 017 2

NORWOOD PCB SUPERFUND SITE

DECLARATION

SDMS DocID 000220672

SITE NAME AND LOCATION

Norwood PCB Superfund Site

Norwood, Massachusetts

STATEMENT OF PURPOSE

This decision document presents an amendment to the United States Environmental

Protection Agency's ("EPA") selected remedial action chosen in a Record of Decision signed

on September 29, 1989 ("the 1989 ROD") for the Norwood PCB Superfund Site, in

Norwood, Massachusetts. This amended selected remedy was chosen in accordance with the

Comprehensive Environmental Response, Compensation, and Liability Act of 1980

("CERCLA"), as amended, 42 U.S.C. § 9601, et seq.. and is consistent, to the extent

practicable, with the National Oil and Hazardous Substances Pollution Contingency Plan

("NCP"), 40 CFR Part 300. This amendment is made in accordance with Section 117 of

CERCLA, 42 U.S.C. § 9617, and 40 CFR § 300.435(c)(2)(ii). The Regional Administrator

has been delegated the authority to approve this amendment to the Record of Decision. The

Regional Administrator has further delegated this authority to the Director of the Office of

Site Remediation and Restoration.

The Commonwealth of Massachusetts has concurred on this amended selected remedy and

determined, through a detailed evaluation, that the amended selected remedy is consistent

with Massachusetts laws and regulations.

STATEMENT OF BASIS

This decision is based on the Administrative Record compiled for this Site which was

developed in accordance with Section 113(k) and Section 117 of CERCLA and 40 CFR

300.435(c)(2). The Administrative Record is available for public review at the Morrill

Memorial Library in Norwood, Massachusetts and at the EPA Region I Office of Site

Remediation and Restoration Records Center in Boston, Massachusetts. The attached index

(Attachment A) identifies the items which comprise the Administrative Record upon which

the selection of the remedial action is based.

DESCRIPTION OF THE ORIGINAL REMEDY

The remedial action selected in the 1989 ROD consisted of:

1) Groundwater extraction and treatment;

2) Excavation, treatment via Solvent Extraction, and subsequent re-disposal of
contaminated soils and sediments; and,

3) Remediation of the Grant Gear building.

DESCRIPTION OF THE AMENDED SELECTED REMEDY

The amended remedy will consist of:

1) Demolition of the Grant Gear building;

2) Consolidation of contaminated soil, and soil and sediment from Meadow

Brook, onto a portion of the Grant Gear property;

3) Removal of "hot spot" of contamination below the water table;

4) Covering of the most heavily contaminated areas of the Grant Gear property

with an asphalt cap and covering of other areas with clean fill material;

5) Periodic monitoring to assess performance and protectiveness of the remedy;

6) Inspections and maintenance of the cap & cover; and,

7) Continued on-Site groundwater extraction and treatment.

DECLARATION

The amended selected remedy is protective of human health and the environment, attains

applicable and relevant and appropriate requirements ("ARARs") and is cost effective. The

amended selected remedy includes statutory waivers under the Toxic Substances Control Act

("TSCA") pertaining to four components for TSCA chemical waste landfills. The amended

selected remedy utilizes alternate treatment technologies or resource recovery technologies to

the maximum extent practicable. However, the amended selected remedy does not satisfy the

preference for treatment which permanently and significantly reduces the toxicity, mobility,

or volume of the hazardous substances as a principal element.

This amended selected remedy does not change the groundwater portion of the 1989 ROD,

except that removal of the "hot spot" of contamination will likely remove a source of

downgradient groundwater contamination. This amended selected remedy does not reanalyze the remedy selection criteria, such as overall protection of human health and the

environment and attainment of ARARs, pertaining to the groundwater portion of the remedy.

Because the amended selected remedy will still result in hazardous substances remaining onSite, a review will be conducted periodically (at a minimum, every five years) to ensure that

the remedy continues to provide adequate protection of human health and the environment.

n

Linda M. Murphy, Director /

Office of Site Remediation and Restoration
RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

TABLE OF CONTENTS

Page Number

I. INTRODUCTION 1

n. SITE DESCRIPTION 1

III. PURPOSE OF AMENDED RECORD OF DECISION 2

IV. SITE HISTORY AND ENFORCEMENT ACTIVITIES 3

V. COMMUNITY RELATIONS HISTORY 6

VI. SUMMARY OF SITE CHARACTERISTICS AND 7

REASONS FOR THE ROD AMENDMENT

VH. DESCRIPTION OF ALTERNATIVES 8

VIE. COMPARATIVE ANALYSIS OF ALTERNATIVES 17

IX. THE AMENDED SELECTED REMEDY 24

X. DOCUMENTATION OF CHANGES FROM THE 24

PROPOSED AMENDED CLEANUP PLAN

XI. STATUTORY DETERMINATIONS 25

EXPLANATION OF SIGNIFICANT DIFFERENCES 30

FROM 1989 RECORD OF DECISION

DOCUMENTATION OF NON-SIGNIFICANT CHANGES 31

TO 1989 RECORD OF DECISION

XTV. STATE ROLE 31
LIST OF TABLES AND FIGURES

Figure Number/Title

1. Site Location Map

2. Site Vicinity Map

3. 100-Year Flood Plain

4. Site Plan Showing 1983 Removal Action and Interim Measure Cap

5. Conceptual Outline of Soil Cleanup Levels and Extent of Cap

Table Number/Title

1. Soil Cleanup Levels

2. ARARs affected by ROD Amendment

Attachments

A. Norwood PCB Superfund Site Administrative Record Index

B. Norwood PCB Superfund Site Responsiveness Summary

C. Commonwealth of Massachusetts Declaration of Concurrence Letter

D. Norwood PCB Superfund Official Public Hearing Transcript, March 6, 1996

E. Regional Administrator's Findings and Waivers under Regulations of the Toxic

Substances Control Act
RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

DECISION SUMMARY

I. INTRODUCTION

Site Name: Norwood PCB Superfund Site

Site Location: Norwood, Norfolk County, Massachusetts

Authority: CERCLA Section 117 and 40 CFR 300.435(c)(2)(ii)

Date of Original Record of Decision: September 29, 1989

Administrative Record: This Amended Record of Decision as well as documents

supporting this decision document will become part of the

Administrative Record for the Site.

The Administrative Record is available for public review at the

following information repositories:

Morrill Memorial Library

Walpole Street, Norwood, MA 02062

(617) 769-0020

Hours: Monday-Thursday 9:00 am - 9:00 pm,

Friday 10:00 am - 5:00 pm,

Saturday 9:00 am - 5:00 pm,

and Sunday 1:00 pm - 5:00 pm

and,

EPA Records Center

90 Canal Street, Boston, MA 02114

(617) 573-5729

Hours: Monday-Friday 10:00 am - 1:00 pm,

2:00 pm - 5:00 pm.

H. SITE DESCRIPTION

The Norwood PCB Site is located approximately 14 miles southwest of the City of Boston.

The Site consists of several parcels of land including industrial/commercial properties and

associated parking areas. To the north, the Site is bordered by and includes Meadow Brook

and its banks, to the east by the heavily commercial U.S. Route 1 and the Dean Street access

road, to the south by Dean Street, and to the west by the residential Pellana Road. Figures 1

1
and 2 illustrate the Site location and vicinity.

Two residential areas exist near the Site. To the west, approximately 26 homes border the

Site on Dean Street and Pellana Road. The other residential area is to the north, beyond

Meadow Brook and a wooded area. Assuming an average of 3.8 residents per home, there

are approximately 3040 residents living within a 1A mile radius of the Site.

To the east of the Site is the heavily traveled U.S. Route 1. Properties along U.S. Route 1

in the vicinity of the Site are primarily commercial, and include automobile dealerships,

equipment rental businesses, a pet shop, restaurants, and gasoline stations. A restaurant, a

Direct Tire dealership and a Mobil gasoline station are located to the southeast of the Site,

near the Dean Street access road and Route 1. A shopping plaza, a car wash and two

restaurants are located across Dean Street to the south of the Site.

The northern portion of the Site is a small wooded area drained by Meadow Brook. Meadow

Brook is a shallow stream approximately 12 feet wide and 6 to 12 niches deep near the Site.

The Brook serves as a drainageway for over 900 acres of densely developed land and

discharges into the Neponset River approximately 1,600 feet downstream of the Site. Four

piles of sediment previously dredged from the stream (dredge piles) are located on the south

bank of the Brook, between Route 1 and Kerry Place. The Town of Norwood has scheduled

the Brook for additional dredging and restoration between Dean Street and Meadow Brook

Road (3,000 lin. ft.) to reduce the frequency of flooding upstream of the Site. Figure 3

shows the extent of the 100-year flood plain.

All residential and commercial properties within or adjacent to the Site are supplied with

water from the Norwood municipal system. The town is provided with public water through

a connection to the Massachusetts Water Resource Authority ("MWRA") system. An

undetermined number of residences in the area reportedly use private groundwater wells to

supply water for gardening and lawn sprinklers.

A more complete description of the Site can be found in Chapter 1 of the RI Report (Ebasco,

1989).

ffl. PURPOSE OF THE AMENDED RECORD OF DECISION

The purpose of the Amended Record of Decision is to formally specify changes to the

previously issued Record of Decision. The Amended Record of Decision describes the

changes adopted and presents an evaluation of the changes in relation to the technologies

which were selected in the original Record of Decision. In addition, it presents the rationale

for changing the Record of Decision, the Commonwealth of Massachusetts and public

perspectives on the change, and a Responsiveness Summary which is EPA's response to

public comment on the change.
IV. SITE HISTORY AND ENFORCEMENT ACTIVITIES

A. Site History

Contamination at the Norwood PCB Site originated from disposal practices of the parties who

owned property at the Site or operated businesses in the building located on the property now

owned by John and Robert Hurley, Trustees of the Grant Gear Realty Trust. The building

was constructed in 1942 by Bendix Aviation Corporation, which produced navigational

control systems and conducted other activities. In October 1947, the land was purchased by

Tobe Deutschman Corporation, which manufactured electrical equipment at the Site,

including capacitors and transformers. The property was purchased in October 1956 by

Coraell-Dubilier Electronics, Inc. ("CDE"), which also manufactured electrical equipment at

the facility. In January 1960, the property was briefly owned by Mary vale Corporation, and

was then purchased by Jack, Harold, and Leonard Friedland (collectively the "Friedland

Brothers"). The Friedland Brothers leased the property to Federal Pacific Electric Company

("FPE"), which held the lease on the property until October 1979. During the period from

1960 to 1979, FPE operated a business at the Site, and sublet portions of the facility to CDE

and to Arrow Hart Corporation, a predecessor to Cooper Industries, Inc. ("Cooper") which

also manufactured electrical equipment at the facility. Interpretation of aerial photographs

from 1952 through 1978 shows that the Site fencing extended to Dean Street, encompassing a

vacant lot and the then-Norwood Hyundai automobile dealership, now a Direct Tire

dealership (Bionetics Corporation, 1984). Throughout this period, the western portion of the

Site was undeveloped and used for storage of materials by the owners/operators of the

facility.

In 1979, the Site was subdivided. The northeastern portion of the Site, approximately 9

acres, was purchased by Grant Gear Realty Trust which leased the facility to Grant Gear

Works, Inc., to produce gears for industry. The southern and western portions of the Site,

approximately 16 acres, were purchased by Paul Birmingham, Paul Reardon and Jack

Reardon who further subdivided the property into seven lots and added an access road, Kerry

Place. The Reardons still retain four of the seven original lots. The lots are now occupied

by commercial and light industrial buildings. One lot at the corner of Dean Street and Kerry

Place remains vacant.

On April 1, 1983, the Massachusetts Department of Environmental Protection ("DEP"), then

known as the Massachusetts Department of Environmental Quality Engineering, received a

telephone call from a citizen living on Pellana Road reporting past industrial waste dumping

and contamination in the then vacant field of Kerry Place between Pellana Road and the

Grant Gear property. As a result of this call, an initial field investigation by DEP was

conducted. On April 6, 1983, DEP sampled surficial soils and Meadow Brook sediments.

The initial DEP investigations confirmed Polychlorinated Biphenyl ("PCB") contamination in

soils. The DEP immediately moved to restrict public access to the field area and marked

areas within the Grant Gear fence to alert workers of the possible danger. Because state

funds were not available, the Commonwealth of Massachusetts requested EPA to provide
support using Superfund money. EPA dispatched its Technical Assistance Team ("TAT")

Contractor, Roy F. Weston, Inc., of Lexington, Massachusetts, to aid DEP in collecting

confirmatory samples of the oil-stained areas along the western fence line and in other areas

on both the Grant Gear and Reardon properties. Based on these findings, it was determined

that an immediate removal action was appropriate to address all soils outside the Grant Gear

property with PCB concentrations greater than 50 parts per million (ppm). The Agency

planned to follow the removal action with a full Remedial Investigation designed to assess the

nature and extent of the remaining contamination.

Beginning June 23, 1983, EPA (through its subcontractor, SCA Recycling Industries, Inc., of

Braintree, Massachusetts) began removal of contaminated soils on the Site. A total of 518

tons of contaminated soil was removed and disposed of at the SCA Model City, New York

landfill facility. The soils were removed from locations within the Kerry Place and Grant

Gear properties. Reported excavation depths were up to 30 inches. During the removal

action, water samples taken from the storm drain system behind the Grant Gear building

indicated low levels of PCB contamination. This immediate removal action was completed

on August 5, 1983.

In December 1983, the Site was reviewed by the EPA Field Investigation Team ("FIT")

Contractor and evaluated, using the Hazard Ranking System, for possible listing on the

National Priorities List ("NPL") of sites eligible for cleanup under the Superfund program.

EPA proposed to add the Site to the NPL on October 15, 1984 (49 FR 40320), and the Site

was added to the NPL on June 10, 1986 (51 FR 21099).

Based on the preliminary findings of a 1986 Wehran Engineering study for DEP and a 1986

GZA study performed for CDE, the DEP implemented an Interim Remedial Measure

("IRM") at the Site in January 1986. The IRM was considered necessary to limit access to

areas of highest surface soil contamination within the fenced area of the Grant Gear property.

Specifically, DEP's contractor installed a temporary cap over a 1.5 acre portion of the

northwest and southwest corners of the Grant Gear property. The contaminated surface soils

were covered with a filter fabric liner and 6 inches of crushed stone. The capped areas were

enclosed with a 4 foot high wire mesh fence and the areas were delineated with yellow

hazard tape. The locations of the capped areas are shown on Figure 4.

In 1992 EPA began its remedial design phase for the cleanup, beginning with a series of

"Pre Design Studies". Studies were completed in late 1992 and are summarized in a report

prepared in January 1993 by Metcalf & Eddy, Inc. Final plans and specifications for the

groundwater and soil/sediment portions of the cleanup as set forth in the 1989 ROD were

completed in 1994.

Remedial action at the Site began hi late 1994. Ebasco Constructors, Inc. (later known as

Enserch Environmental and now as Foster-Wheeler Environmental) was issued a delivery

order under the US Army Corps of Engineers' Total Environmental Restoration Contract

("TERC") for construction and initial operation of the groundwater treatment facility.
Construction of this facility was completed in late 1995 and the plant is currently in

operation. In addition, a decontamination effort for equipment and machinery inside the

Grant Gear building was conducted in 1995, as was the excavation of contaminated soils

from four "outlier" areas located outside of the Grant Gear property. Planning and

contracting activities for the soil/sediment solvent extraction remedy outlined in the 1989

ROD gave rise to the issues outlined in this ROD Amendment.

A more detailed description of the Site history can be found in the RI Report (Ebasco, 1989).

B. Enforcement History

The 1989 Record of Decision contains a comprehensive history of enforcement activities

through 1989. Since that time, there have been several enforcement developments.

Pursuant to Section 122(e) of CERCLA, in March, 1990, EPA sent special notice letters to

CDE, FPE, Cooper, the Friedland Brothers, and the Town of Norwood. Subsequent

negotiations seeking performance of the remedy selected in the 1989 ROD by those parties

were unsuccessful, and in August, 1990, EPA issued an administrative order under Section

106 of CERCLA to CDE, FPE, Cooper, and the Friedland Brothers compelling those parties

to perform the remedy. To date, the parties have not complied with that order.

In 1991, the United States entered into a settlement with Grant Gear Works, Inc. and John

and Robert Hurley, whereby the Hurleys agreed to pay certain money to the government and

provide access and institutional controls on property they control.

In 1992, the United States and the Commonwealth of Massachusetts initiated a lawsuit

against CDE, FPE, Cooper, and the Friedland Brothers in federal court. In that lawsuit, the

governments seek reimbursement of response costs, a declaratory judgment as to the

defendants' liability for future response costs, and civil penalties and/or punitive damages for

defendants' failure to comply with the 1990 Administrative Order.

In 1994, the United States and the Commonwealth entered into a settlement with the

Friedland Brothers. That settlement required the Friedlands to pay certain money to the

United States, and also required the Friedlands to assign to the United States and the

Commonwealth certain proceeds of indemnification claims that they have against CDE,

FPE, and Cooper.

Settlement negotiations with CDE, FPE, and Cooper have continued sporadically since the

initiation of the governments' lawsuit in 1992. Negotiations related to the Site are also

ongoing with John and Paul Reardon and the Town of Norwood.

Technical comments presented by several PRPs during the public comment period were

submitted hi writing. A summary of the PRP comments and EPA's responses to those

comments are included in the Responsiveness Summary in Appendix B of this ROD
Amendment. In addition, these documents are included in the Administrative Record for the

Site.

V. COMMUNITY RELATIONS HISTORY

Through the Site's history, community concern and involvement has been average. EPA has

kept the community and other interested parties apprised of the Site activities through

informational meetings, fact sheets, press releases and public meetings.

In June 1988, EPA released a community relations plan which outlined a program to address

community concerns and keep citizens informed about remedial activities. On March 16,

1988, EPA held an informational meeting in the Balch Elementary School to describe the

plans for the Remedial Investigation and Feasibility Study.

On June 15, 1989, EPA held an informational meeting to discuss the results of the RI and

the schedule that EPA and DEP planned to follow in selecting the Superfund remedy for the

Site. A third informational meeting to present the Agency's Proposed Plan and the other

cleanup alternatives presented in the Feasibility Study was held on August 10, 1989. During

both meetings, EPA answered questions from the public.

On August 11, 1989, EPA began a 30 day public comment period to accept public comment

on the alternatives presented in the Feasibility Study and the Proposed Plan and on the other

documents which were a part of the Administrative Record for the Site. At that time, EPA

made the Administrative Record available for public review at EPA's offices in Boston and

at the Morrill Memorial Library in Norwood, Massachusetts. EPA published a notice and

brief description of the Proposed Plan in the Daily Transcript on August 8, 1989 and made

the plan available to the public at the Morrill Memorial Library. On August 24, 1989, the

Agency held a public hearing to accept any oral comments. A transcript of this meeting and

the comments and the Agency's response to comments are included in the responsiveness

summary attached to the 1989 Record of Decision.

On May 24, 1994, EPA held a public meeting to announce the completion of the remedial

design phase for the groundwater remediation and to address questions regarding the

implementation of the remedy.

On August 7 and August 10, 1995, EPA held public meetings to outline new developments in

the remedial action at the Site and to invite public comment on the approach to the soil

cleanup portion of the Site remedy. The public was invited to comment on a potential

change in the cleanup plan through August 18, 1995.

On February 22, 1996, EPA began a 30 day public comment period to accept public

comment on the Proposed Amended Cleanup Plan and on the other documents which were a

part of the Administrative Record for the Site. At that time, EPA made a supplement to the

Administrative Record available for public review at EPA's offices in Boston and at the
Morrill Memorial Library in Norwood, Massachusetts. EPA published a notice and brief

description of the Proposed Amended Cleanup Plan in the Norwood Bulletin on February 21,

1996 and in the Patriot Ledger on February 22, 1996 and made the plan available to the

public at the Morrill Memorial Library. On March 6, 1996, the Agency held a public

hearing to accept oral comments. A transcript of this meeting is included as Attachment D

to this ROD Amendment and the comments and the Agency's responses are included in the

Responsiveness Summary, which is included as Attachment B to this ROD Amendment.

VI. SUMMARY OF SITE CHARACTERISTICS AND REASONS FOR THE ROD

AMENDMENT

A complete description of the Site characteristics can be found in the 1989 ROD.

The remedial action at the Site has been ongoing since late 1994. Since that time, EPA has

partially completed cleanup activities. The Site support area has been fenced and

constructed, the groundwater treatment plant has been constructed and is now operational, 57

pieces of machinery and equipment from inside the Grant Gear building have been

decontaminated, and four "outlier" areas, small areas of soil contamination outside of the

Grant Gear property, have been excavated. EPA also issued a request for proposal regarding

the soil/sediment solvent extraction portion of the remedy as outlined in the 1989 ROD.

Early in 1995, EPA received a proposal from its contractor for the implementation of this

work. That proposal's cost greatly exceeded prior cost estimates as well as available funding

for the project1. Also based upon that proposal, EPA believes that there would be

difficulties in properly siting the appropriate solvent extraction facilities on the Site due to

space constraints and safety issues. Based upon these revised cost estimates and siting

constraints, EPA determined that it was necessary to amend the remedy for the Site.

Considering the need to amend the remedy for the Site and the amount of time elapsed since

the original risk analysis to support the 1989 ROD, EPA also determined that the risk-based

Site cleanup levels should be re-examined. Prior to release of the Proposed Amended

Cleanup Plan, EPA performed a re-analysis of Site risks to assess the appropriateness of

cleanup goals and to determine what revised human health risk calculations would be

produced by current EPA methodologies and approaches to risk assessments (developed since

the 1989 Endangerment Assessment for the Site was completed). In addition, the anticipated

future land use at the Site has been further clarified since the 1989 ROD, which resulted in

changes to several exposure scenarios used in the risk calculations. The impact of these

changes was also considered in EPA's re-analysis. Ecological risks at the Site also were reexamined to determine if any adjustments to cleanup levels driven by ecological risks were

appropriate (mainly the Meadow Brook sediment/soil cleanup level). Based on the

'The 1989 ROD estimated the then present value of the soil/sediment solvent

extraction remedy at $13.3 million (1989 dollars). The 1995 proposal estimated cost at

$54.8 million.
clarification of future land use and changes in risk assessment methodologies, new cleanup

goals were developed and proposed in the Proposed Amended Cleanup Plan, and now are

adopted as part of this ROD Amendment. These new cleanup goals and their associated

incremental carcinogenic risks after cleanup are discussed in Section VII.B.3. for each area

of the Site and are summarized in Table 1.

VH. DESCRIPTION OF ALTERNATIVES

Section VILA, outlines the alternatives evaluated in the 1989 ROD, and Section VILB.

describes the new elements of the amended selected remedy as adopted by this ROD

Amendment.

A. Alternatives Evaluated in the 1989 ROD

The 1989 ROD evaluated five alternatives to address soil and sediment contamination at the

Site. Four alternatives to address contamination of the Grant Gear drainage system were also

evaluated. Finally, the 1989 ROD also evaluated four alternatives to address management of

migration of contaminants through the groundwater.

The five alternatives to address soil and sediment contamination were as follows:

SC-1: Minimal action alternative

This alternative included fencing, institutional controls, public education programs,

long-term monitoring, and five-year reviews.

SC-2: Containment Alternative

This alternative consisted of consolidating outlying contaminated soils and sediments

under an impermeable cap constructed on-Site, long-term monitoring, and five-year

reviews.

SC-3: Treatment Alternative: On-Site Solvent Extraction

This alternative was chosen in the 1989 ROD as the remedy for source control. This

alternative consisted of the excavation of contaminated soils and sediments, treatment

on-Site using the innovative technology solvent extraction to extract contamination

from the soil, and disposal of treated materials on-Site.

SC-4: Treatment Alternative: On-Site Dechlorination

This alternative consisted of the excavation of contaminated soils and sediments,

treatment on-Site using a dechlorination technology to detoxify the PCB

contamination, and disposal of treated materials on-Site.

SC-5: Treatment Alternative: Qn-Site Incineration

This alternative was chosen in the 1989 ROD as a contingent remedy to be employed

if solvent extraction was determined not to be implementable or would not be

8
effective in achieving cleanup levels. This alternative consisted of the excavation of

contaminated soils and sediments, treatment on-Site using incineration, and disposal of

treatment residuals on-Site.

The four alternatives to address contamination of the Grant Gear drainage system were as

follows:

SC-A: No Action Alternative

This alternative assumed that the building use would continue without modification

and without change of occupancy and included only long-term monitoring of

contamination.

SC-B: Flushing/Cleaning of the Drainage Svstem

This alternative involved the flushing and cleaning of the Grant Gear building's

drainage system. This alternative was selected as a component of the overall building

source control remedy in the 1989 ROD. The 1989 ROD stated that if flushing and

cleaning was not able to meet cleanup goals, the drainage system would be contained

and replaced, as discussed in alternative SC-C below.

SC-C: Containment of the Drainage System

This alternative involved flushing and cleaning of the drainage system, the subsequent

filling of the pipes and manholes with concrete or slurry, and the installation of a new

replacement drainage system. This alternative also included long-term monitoring,

institutional controls, and five-year reviews.

SC-D: Removal of the Drainage System

This alternative involved the flushing and subsequent removal of all contaminated

piping and manholes and disposal of these materials off-Site. A new replacement

drainage system would then be installed.

The remedy selected in the 1989 ROD for the Grant Gear building also called for the

cleaning and sealing of roof surfaces and the decontamination of surfaces of machinery and

equipment inside the building and building floor surfaces.

Management of migration (i.e. groundwater) alternatives from the 1989 ROD are not restated

here because that component of the remedy remains essentially unchanged from the remedy

selected in the 1989 ROD.

A full description of all the alternatives previously evaluated and selected for the Site can be

found in the 1989 ROD, the Feasibility Study for the Norwood PCB Site (Ebasco, 1989),

and the Grant Gear Building Feasibility Study (Camp, Dresser, & McKee, 1989).
B. New Proposed Alternative/Amended Selected Remedy

In addition to the alternatives set forth in the 1989 ROD, EPA developed a new proposed

alternative for the Site, which was set forth in the February, 1996 Proposed Amended

Cleanup Plan. EPA believes that the new proposed alternative is a more suitable response to

the revised cost estimates and siting constraints of solvent extraction, and the re-analysis of

Site risks, as described in Section VI., than any of the alternatives from the 1989 ROD.

Following is a description of the new proposed alternative, as set forth in the February, 1996

Proposed Amended Cleanup Plan, and as further modified by EPA based on its own further

analysis and on comments received from the Commonwealth, the Potentially Responsible

Parties ("PRPs"), and the public. This ROD Amendment selects this new proposed

alternative as the cleanup approach for the Site.

According to EPA guidance, there are three categories of Post-ROD remedy changes:

"fundamental changes" to the ROD require a ROD Amendment; "significant changes" to a

component of the remedy require an Explanation of Significant Differences, and "nonsignificant changes" require documentation to the EPA Site file. (See Interim Final Guidance

on Preparing Superfund Decision Documents. OSWER Directive 9355.3-02, June, 1989).

Analyzed individually, not all of the five components of the proposed alternative discussed

below constitute fundamental changes to the 1989 ROD. However, EPA believes that

together these five components constitute the most important aspects of the proposed remedy

change. Therefore, the February, 1996 Proposed Amended Cleanup Plan and this document

subject all of these five components to the requirements for "fundamental changes" as set

forth in EPA guidance documents. Other modifications to the remedy which are not

fundamental changes to the remedy in the 1989 ROD but which do represent significant or

non-significant changes are discussed in Sections XII and Xffl of this document.

1. Demolish Grant Gear Building

The industrial building at the Site, known as the Grant Gear building will be demolished.

Prior to demolition, appropriate asbestos abatement and disposal will be conducted. Once

the demolition is completed, the debris material may be handled in several ways. First,

PCB-contaminated building contents and debris may be consolidated on-Site in the subsurface

boiler room area of the Grant Gear Building. Any such materials will be consolidated into

this subsurface area in a manner which minimizes void space and will resist settling over

tune. Any PCB contaminated materials that cannot be placed in the boiler room due to space

constraints, will be disposed of at an appropriate off-Site facility. Second, certain materials,

such as structural steel, may also be subject to federal Resource Conservation and Recovery

Act ("RCRA") requirements. These materials will not be placed in the boiler room or

elsewhere on the Site, but will be disposed of at an appropriate off-Site facility complying

with RCRA and TSCA requirements as necessary. Third, debris which may be

uncontaminated, may be reused or recycled, as appropriate. For instance, certain block and

10
brick from the building may be usable as part of the sub-base for the cap described in

Section VII.B.4. Also, if deemed cost-effective, certain contaminated debris may be reused

or recycled if properly decontaminated. Finally, any other material which may be

inappropriate for on-Site disposal, or otherwise precluded from on-Site disposal by law or

regulation, will be disposed of at an appropriate off-Site facility.

Sediment and sludge material from the property's drainage system manholes, including

sediment from drainage system manholes stockpiled from previous excavation activities, will

be removed from the Site and disposed of properly at an appropriate off-Site facility. The

below grade portions of the drainage system will be filled with concrete or slurry and left in

place under the cap described hi Section VII.B.4. Existing building foundations will be left

intact and covered by the cap. The underground fuel storage tank which serves the

building's boiler will be decommissioned in accordance with applicable regulations.

This portion of the proposed alternative achieves the same remedial goals as described in the

1989 ROD; namely, to reduce risks from direct contact with contaminated surfaces in and on

the Grant Gear building. The 1989 ROD selected decontamination of the Ulterior surfaces of

the building and decontamination or encapsulation of roof surfaces of the building and

flushing and cleaning or containment and replacement of the building's drainage system so

that use of the building could continue. Since that tune, Grant Gear has ceased its operations

on the property, and it is unlikely that the existing building will be used again. Considering

this change in use and the limited effectiveness of decontamination, the proposed alternative

includes demolition of the building.

2. Excavate Area of High Concentrations of Chlorinated Organic Compounds to

Eliminate a Continuing Source of Groundwater Contamination

In order to further limit continued contamination of groundwater underlying the Site, a small

"hot spot" of contaminated soil at or below the water table located on the west side of the

Grant Gear building will be excavated. Contaminated soils exceeding 97 ppm of 1,2,4

trichlorobenzene (the soil cleanup level established in the 1989 ROD for this constituent in

unsaturated soils) will be disposed of on-Site under the cap described in Section VELB.4. or

at an appropriate off-Site facility. As with all soils below the seasonal low water table,

excavation of these soils was not addressed in the 1989 ROD. This additional item of work

will remove contaminated soils located in the vicinity of highest groundwater contamination.

Excavation of these soils will likely remove a source of downgradient groundwater

contamination and should serve to lower overall contaminant levels hi the groundwater

underlying the Site, thus possibly resulting in a shorter and less costly groundwater cleanup.

It is not certain whether the contaminants hi these soils would exceed regulatory limits set

forth by RCRA regulations. If they do exceed these limits, the hot spot soils would be

designated as hazardous wastes under RCRA. Disposal of RCRA hazardous wastes under

the cap would require compliance with RCRA requirements, such as RCRA Subtitle C

hazardous waste landfill requirements. These RCRA requirements would add significant

11
expense to the proposed alternative and are otherwise not necessary for the proposed

alternative to be protective. Therefore, the proposed alternative includes removal of these

soils to an appropriate off-Site facility if these soils are determined to be hazardous under

RCRA.

3. Excavate and consolidate contaminated soils from portions of Grant Gear property

and from other surrounding properties, including contaminated soils and sediments

from Meadow Brook, and restore the Brook consistent with the Town's flood control

project

The 1989 ROD set a PCB cleanup level of 10 parts per million (ppm) for surficial and

subsurface soils located on commercial/industrial parcels. This ROD Amendment, based on

a recalculation of the risk assessment (described in more detail below), sets PCB cleanup

levels for soils outside of the area to be capped with the asphalt cap at 40 ppm at the surface

(top one foot) and 70 ppm in the subsurface (soils one foot to six feet deep). Likewise, this

ROD Amendment changes the PCB cleanup level for the wooded area north of the Grant

Gear property from 1 ppm in surface and subsurface soils to 10 ppm at the surface and 50

ppm in the subsurface. The cleanup plan relative to Meadow Brook remains essentially

unchanged (i.e., cleanup level of 1 ppm PCBs), except contamination above 1 ppm PCBs

may be left in place provided that it is adequately encapsulated by the materials to be placed

on the bottom and sideslopes of the Brook as part of its restoration. Figure 5 shows the

general Site locations where these different cleanup levels apply.

Following is an outline of the consolidation activities to be conducted. These items are

organized according to area:

Soils on Commercial or Industrial Properties

Surficial soils (top 1 foot) exceeding 40 parts per million (ppm) and subsurface soils (1 foot

to 6 foot depth) exceeding 70 ppm PCBs located on portions of the Grant Gear property as

well as on commercial properties adjacent to the Grant Gear property will be excavated and

placed in the area to be capped, or left in place and capped, as described in Section Vn.B.4.

Soils from prior excavation activities already stockpiled on the Site will be placed in the area

to be capped or covered, depending on contaminant concentrations, as described in Section

VII.B.4. Soils located on commercial properties adjacent to the Grant Gear property which

are currently covered with pavement or other permanent ground cover will be considered

subsurface soils; i.e. since contaminant concentrations hi these soils are below the

commercial/industrial property subsurface soil cleanup level (70 ppm PCBs), no excavation is

required in these areas.

Reducing the concentrations of residual contaminants to these 40 ppm and 70 ppm levels will

result in an incremental carcinogenic lifetime risk level of 1.3 x 10"5 for surficial soils and

1.2 x 10~5 for subsurface soils. These risk levels are based upon future commercial/industrial

land use exposure assumptions associated with an on-Site worker (e.g., landscaper) for the

surficial soils and a construction worker for the subsurface soils. In addition, EPA believes

12
that the placement of the cover described in Section VII.B.4. over areas excavated to these

cleanup levels will further reduce potential risks associated with direct contact with, and

incidental ingestion of, contaminated soils. Risks associated with direct contact with, and

incidental ingestion of, soils exceeding these 40ppm and 70 ppm levels will be eliminated by

construction of the cap.

Soil in Wooded Areas North of Grant Gear Property

Surficial soils exceeding 10 ppm PCBs and subsurface soils exceeding 50 ppm PCBs in the

wooded areas directly adjacent to Meadow Brook will be excavated. These contaminated

soils and sediments will be consolidated onto a portion of the Grant Gear property, and

placed in the area to be capped or covered, as described in Section VII.B.4.

Reducing the concentrations of residual contaminants to these 10 ppm and 50 ppm levels will

result in an incremental carcinogenic lifetime risk level of 5 x Ifr* for surficial soils and 8.3

x 10"6 for subsurface soils. These risk levels are based upon exposure assumptions associated

with an older child (age 6 - 16) playing hi this area for the surficial soils and a construction

worker for the subsurface soils. In addition, the surficial soil cleanup level in this area will

protect aquatic life in Meadow Brook from potential erosion of contaminants.

Soils and Sediment in Meadow Brook and its Banks

Soils and sediments exceeding 1 ppm PCBs located in Meadow Brook and its banks

(including the Dean Street Culvert, as necessary) will be excavated. To achieve this cleanup

level, the Brook and its banks will be excavated to depths consistent with the Town's

Meadow Brook Flood Control Project ("MBFCP") from the portion of the Brook adjacent to

the Grant Gear property to the entrance to the Dean Street culvert. Although it is not

expected that extensive quantities of contaminated sediment exist in the Dean Street culvert,

additional sampling will be conducted to ensure that no sediments exceeding the 1 ppm

cleanup level remain in this culvert. If sampling results indicate that there are sediments

exceeding 1 ppm PCBs in this culvert, this material will be excavated. All contaminated

soils and sediments from the Brook will be consolidated onto a portion of the Grant Gear

property, and placed in the area to be capped or covered, depending on contaminant

concentration, as described in Section VH.B.4.

As in the 1989 ROD, Meadow Brook will be restored in a manner consistent with the

MBFCP. Therefore, while the target cleanup level for Brook soils and sediments is 1 ppm,

the Brook will be excavated only to the extent necessary to meet the final contours of the

MBFCP. The bottom and slope materials (such as stone or concrete block) to be installed as

part of the MBFCP will cover any contaminated soils and sediments which may be at depths

greater than the MBFCP contours. Depending on final sideslope grades, some portions of

the Brook's banks may be restored with vegetation. In order to ensure that any residual

contamination in these vegetated areas is also adequately covered in place, excavation will

continue in these areas to a depth of one foot deeper than the final restoration grade.

Restoration will then include replacement of these soils with one foot of clean material,

providing a barrier over soils which may still exceed the Brook cleanup level. All materials

13
used in restoration of the Brook will be sufficient to provide the necessary protectiveness for

this portion of the remedy.

EPA believes that it is cost-effective, more permanent and effective in the long-term, and

more easily implementable to excavate all soils and sediment necessary to meet the restored

MBFCP contour rather than excavate a limited amount of material, conduct extensive

sampling to determine areas requiring additional excavation, and repeat this process several

times. Achievement of the 1 ppm cleanup level throughout the Brook could prove difficult,

could require multiple excavations in portions of the Brook, and could extend far deeper than

the contour required by the MBFCP. By linking the remedial action and the final MBFCP

contours, EPA is ensuring that all contamination above 1 ppm is either removed or covered

by the restored Brook bottom and slopes and that this is a permanent remedy which will not

have to be re-excavated or otherwise disturbed by the Town or others for implementation of

the MBFCP. Restoration in accordance with the MBFCP also enhances the overall

protectiveness of the proposed alternative by virtually eliminating risk of flood waters

displacing on-Site contaminants.

The remediation of Meadow Brook will reduce risk to mammals, rodents, and aquatic

organisms that inhabit the Meadow Brook area from exposure to contaminants through the

skin, by ingestion, or through the food chain. The target level of 1 ppm PCBs is based upon

toxicological literature which documents the sublethal toxic effects of PCB tissue levels of 1

ppm in aquatic organisms. The degree of protection afforded by this level will be met either

directly through excavation activities, or through the added protectiveness provided by the

cover materials installed consistent with the MBFCP. In addition, remediation of the Brook

consistent with the MBFCP will result hi a significant reduction of risk to children exposed

to PCB contaminated sediments in Meadow Brook, resulting in an incremental carcinogenic

lifetime risk level of 5 x 10"7. Remediation of Meadow Brook will also reduce the levels of

carcinogenic Poly aromatic Hydrocarbons ("cPAHs") in the Brook and minimize the risk to

children and environmental receptors exposed to any cPAH-contaminated sediments through

direct contact and ingestion.

Residential Area North of Meadow Brook and Adjacent Wooded Area

The 1989 ROD set a residential PCB cleanup standard of 1 ppm. Adherence to this standard

would require some excavation of surface soils hi residential properties directly adjacent to

Meadow Brook. At the request of local residents, EPA agreed to reexamine the need for

cleanup in the residential area north of Meadow Brook. Based upon further sampling and

evaluation of existing data, EPA has concluded that the low levels of contamination found hi

this residential area (consisting of eight residential properties) which was originally slated to

be excavated does not require remedial action. 56% of the samples collected contain below

1 ppm PCBs and 99% of the samples collected in this area contain below 10 ppm PCBs.

The highest level of PCBs detected in surficial samples hi this residential area was 16 ppm,

representing an incremental carcinogenic lifetime risk level of 1 x 10^, which is within

EPA's acceptable risk range. The risks associated with these levels of contamination indicate

neither an unacceptable human health nor ecological risk. Therefore, no remedial action is

14
planned in this area.

4. Cover/Cap parts of the Site

A multi-layered barrier (cap) will be constructed over the portions of the Grant Gear

property which are contaminated above the 40 ppm and/or 70 ppm PCB cleanup levels

and/or where other soils and sediments exceeding 40 ppm PCBs were consolidated. Since

there will be no RCRA wastes disposed of under the cap or cover, the cap and cover need

not comply with RCRA Subtitle C hazardous waste landfill requirements. However, since

they will contain soil contaminated with greater than 50 ppm PCBs, the cap and cover will

comply with TSCA chemical waste landfill requirements, as discussed in Section XI.2

Moreover, this cap will eliminate exposure pathways by preventing people from coming into

contact with the contaminated soil either by direct exposure (touching) or by incidental

ingestion (accidentally eating) and will limit the amount of rain infiltrating the contaminated

soil on the property. The cap will also cover the slab and foundation of the building to be

demolished according to Section VTI.B.l., above. The cap(s) over the contaminated soils

will be a minimum of one foot in thickness overall, will include an asphalt binding course

and an asphalt wearing surface totaling no less than six inches, and will include a geotextile

fabric which will also serve as a visible barrier between the contamination below and the cap

itself. The cap design over the building slab may be somewhat different from that covering

the contaminated soils if no contaminated soils are backfilled over the existing slab. If no

contaminated soils are backfilled over the existing slab, the cap over the contaminated Grant

Gear Building slab and foundation will include an asphalt binding course and an asphalt

wearing surface totaling no less than four inches. Otherwise, the cap over the building slab

will conform to the requirements for the cap over the contaminated soils. The cap will be

designed to minimize required maintenance, and will be of sufficient thickness and durability

to ensure its long-term effectiveness, and will include appropriate storm water management

system(s).

As stated in Section VDLB.3., in order to further minimize the overall risk from residual

levels of contamination in these areas, cover(s) consisting of approximately one foot of clean

fill material will be placed on areas which have been excavated as part of the remedy but

which will not be capped. The cover(s) will consist of approximately one foot of clean fill

material and will be properly graded and will include a surface layer of crushed stone or

other suitable material as part of the 1 foot depth. The cover(s) will also include a geotextile

fabric which will serve as a visible barrier between the contamination below and the

cover(s). This cover material will minimize direct contact with these materials and also will

limit the risk from direct contact with cPAHs which may be present in some of the materials

2

In part, Section XI. describes the manner in which the TSCA chemical waste landfill

requirements apply to the Site, including how certain TSCA requirements may be waived so

long as the remedy poses no unreasonable risk to health or the environment.

15
excavated from the Brook. All contaminated soils and sediments removed from areas outside

of the Grant Gear property and brought for disposal on the Grant Gear property will be

placed in an area to be either capped or covered.

The design and construction of the cap(s) and cover(s) will consider the effects of the

freeze/thaw cycle on long-term performance; consider the effects of settling, subsidence, and

erosion on performance; ensure the durability and long-term reliability of the design and its

components (e.g., the durability and reliability of any synthetic materials and of any joints in

such materials); and, provide adequate plans and procedures to assure quality control during

installation. In addition, cap design and construction activities will be conducted: (i) in

accordance with Applicable or Relevant and Appropriate Requirements ("ARARs"); (ii) to

minimize maintenance requirements; (iii) to promote drainage; (iv) to minimize erosion,

abrasion, the generation of dust or other airborne particulates, or other nuisance conditions,

and (v) with a top slope appropriate to accommodate future use. Existing monitoring wells

or extraction wells which are not to be abandoned will be extended to meet the new grade of

the cap(s) and/or cover(s).

EPA anticipates that the Site may be redeveloped and seeks to facilitate appropriate

redevelopment through this remedy. Therefore, changes may be made to the cap and/or

cover to support the future use of the Site, provided that the remedy remains protective.

Also, the cap design may be modified to provide for "clean corridors" of non-contaminated

soil, in order to facilitate future placement of extraction wells and associated piping, as well

as utility and infrastructure hookups, provided that the protectiveness of the remedy is not

diminished.

If redevelopment occurs at the same time as remedy implementation, new, privately owned

buildings may be constructed in conjunction with, or potentially hi lieu of, construction of

portions of the cap and/or cover. New structures which utilize concrete slab construction

may substitute for the cap or cover hi certain portions of the Site, so long as they are equally

or more protective than the cap or cover.

If redevelopment occurs after the remedy is implemented, it may entail breaching and/or

reconfiguring of the cap and cover, as well as removal of some or all of the concrete slab of

the Grant Gear building left hi place by this remedy. All such future activities will maintain

the overall protectiveness of the remedy, and will be conducted in accordance with all

pertinent laws and regulations.

The potential remedy modifications to facilitate redevelopment that are described hi the

paragraphs above are not all-inclusive. Other modifications may be considered as necessary

for a particular redevelopment project. Any redevelopment will be implemented in a manner

that does not compromise the overall protection of human health and the environment

afforded by the remedy.

16
5. Maintain the Integrity of the Cap and Cover and Overall Protectiveness of the

Remedy

Regular inspections will be conducted and all necessary remedy maintenance will be

performed to ensure that die integrity of die remedy is not compromised over time.

Formal activity and use restrictions will be established for the Site. The goals of diese

restrictions will be to restrict activities and uses which are inconsistent with the exposure

assumptions the new proposed alternative is based upon and to restrict any activities or uses

that may compromise the integrity of the remedy while providing for future redevelopment of

die Site property to the maximum extent practicable. Formulation of proper restrictions will

consider whether the existing restrictions implemented in connection with the Grant Gear

consent decree meet these goals, and will also consider requirements pursuant to Chapter 21E

of the Massachusetts General Laws and die Massachusetts Contingency Plan activity and use

limitation provisions. If appropriate, the existing restrictions may be revised.

In addition, periodic ground water monitoring, surface water monitoring, and inspection of

die restored Brook may be necessary to ensure diat die remedy remains protective. As

required by CERCLA Section 121(c), no less tiian every five years, Site conditions will be

reviewed to assess whedier the cleanup action remains protective.

During diese periodic reviews, EPA will also evaluate the effectiveness and the necessity of

continuing die extraction and treatment of die groundwater. Based on information generated

during these reviews, diis groundwater extraction and treatment system will eidier be

continued or shut down.

Vm. COMPARATIVE ANALYSIS OF ALTERNATIVES

A. Evaluation Criteria

Section 121(b)(l) of CERCLA presents several factors diat, at a minimum, EPA is required

to consider in its assessment of alternatives. Building upon diese specific statutory mandates,

die National Contingency Plan articulates nine evaluation criteria to be used in assessing die

individual remedial alternatives. These criteria and dieir definitions are as follows:

Threshold Criteria

The two direshold criteria described below must be met in order for the alternatives to be

eligible for selection in accordance with die NCP.

1. Overall protection of human health and the environment addresses whedier or not

a remedy provides adequate protection and describes how risks posed dirough each

padiway are eliminated, reduced or controlled through treatment, engineering controls,

or institutional controls.

17
2. Compliance with applicable or relevant and appropriate requirements (ARARs)

addresses whether or not a remedy will meet all of the ARARs of other Federal and

State environmental laws and/or provide grounds for invoking a waiver.

Primary Balancing Criteria

The following five criteria are utilized to compare and evaluate the elements of one

alternative to another that meet the threshold criteria.

3. Long-term effectiveness and permanence addresses the criteria that are utilized to

assess alternatives for the long-term effectiveness and permanence they afford, along

with the degree of certainty that they will prove successful.

4. Reduction of toxicity, mobility, or volume through treatment addresses the degree

to which alternatives employ recycling or treatment that reduces toxicity, mobility, or

volume, including how treatment is used to address the principal threats posed by the

Site.

5. Short-term effectiveness addresses the period of time needed to achieve protection

and any adverse impacts on human health and the environment that may be posed

during the construction and implementation period, until cleanup goals are achieved.

6. Implementability addresses the technical and administrative feasibility of a remedy,

including the availability of materials and services needed to implement a particular

option.

7. Cost Includes estimated capital and Operation and Maintenance ("O&M") costs, as

well as present-value costs.

Modifying Criteria

The modifying criteria are used on the final evaluation of remedial alternatives generally

after EPA has received public comment on the Proposed Plan.

8. State Acceptance addresses the State's position and key concerns related to the

preferred alternative and other alternatives, and the State's comments on ARARs or

the proposed use of waivers.

9. Community Acceptance addresses the public's general response to the alternatives

described in the Proposed Plan.

B. Summary of the Comparative Analysis of Alternatives

18
The following is a summary of the comparative analysis of three remedial options for source

control: (1) the proposed alternative, consolidation and capping, described in Section VII.B.

of this document; (2) the selected remedy in the 1989 ROD, solvent extraction; and, (3) the

contingent remedy in the 1989 ROD, on-Site incineration, according to the nine criteria.

Two remedial options for the Gram Gear building are also analyzed: the proposed

alternative's demolition of the Gram Gear building and the 1989 ROD's decontamination of

the building. In accordance with EPA guidance, this ROD Amendment does not reconsider

alternatives that were not selected in the 1989 ROD.

Since the groundwater component of the remedy is essentially unchanged from the 1989

ROD, those aspects of the remedy are not analyzed in this section.

1. Overall Protection of Human Health and the Environment

Source Control

The proposed capping alternative will provide overall protection of human health and the

environment by preventing direct contact, ingestion, and inhalation of Site contaminants. In

addition, both the solvent extraction and incineration remedies outlined in the 1989 ROD, if

properly and successfully implemented, would provide overall protection of human health

and the environment.

Grant Gear Building

The amended selected remedy will provide overall protection of human health and the

environment since demolition of the building will prevent direct contact, ingestion and

inhalation of contaminants on surfaces of the building. Due to limitations in its effectiveness,

the decontamination alternative selected in the 1989 ROD would need to incorporate

encapsulation of contaminants, resulting in residual risk remaining within the building.

2. Compliance with Federal and State Applicable or Relevant and Appropriate Requirements

(ARARs)

Source Control

If properly implemented and able to meet performance objectives, the proposed capping and

consolidation alternative, solvent extraction, and incineration would all attain ARARs.

Grant Gear Building

The proposed building demolition alternative will attain ARARs. However, it is not certain

that the decontamination alternative selected in the 1989 ROD would attain ARARs. Based

on information gathered from investigations conducted after the 1989 ROD and on experience

gained while decontaminating 57 pieces of equipment/machinery inside the Grant Gear

19
building, EPA believes that the decontamination alternative may not attain PCB cleanup

criteria outlined in the TSCA Spill Cleanup Policy (40 C.F.R. Part 761 Subpart G).

3. Long-term Effectiveness and Permanence

Source Control

If properly implemented, the proposed capping alternative, solvent extraction, and

incineration would all provide long-term effectiveness and permanence. Incineration, by

destroying hazardous contaminants, and solvent extraction, by extracting contaminants for

off-Site disposal, would minimize residual risks at the Site. The capping alternative

minimizes residual risks by creating a barrier that eliminates exposure to Site contaminants

through pathways such as touching or eating. While capping does not destroy contaminants

or remove them from the Site, it achieves acceptable risk reduction by eliminating the

exposure pathways, i.e., dermal contact with or ingestion of contaminated soils.

The 1989 ROD expressed concern that a capping alternative (Alternative SC-2 hi the 1989

ROD) may not be sufficiently permanent and protective in the long-term. Since that time

EPA has gamed considerable experience in cap design, construction, and long-term

maintenance, greatly increasing EPA's degree of certainty that the capping alternative will be

successful at the Site. Although not as permanent and effective in the long-term as a

complete removal of contamination or the reduction of all contaminant levels to below riskbased standards, if properly implemented and maintained, the capping alternative will be an

effective remedy and is appropriate based upon Site-specific factors such as the nature of

contaminants and the expected future land use at the Site. Furthermore, institutional controls

have proven effective on the Site to date, and will be modified as necessary to ensure that the

remedy remains protective during any change in land use.

Grant Gear Building

The proposed building demolition alternative will eliminate any residual risks from building

contaminants, since the building itself will be eliminated. All contaminated building

materials will either be disposed of off-Site hi accordance with pertinent laws and regulations

or disposed of under the cap, thereby eliminating exposure pathways to these contaminants.

In contrast, the building decontamination alternative from the 1989 ROD would not as

effectively reduce residual risks. Even if the building were decontaminated, the ultimate

reuse of the property would most likely require building demolition. Pre-design studies have

shown that not all building surfaces can be cleaned to acceptable contaminant levels during

decontamination. Rather, surfaces such as the steel beams and concrete floor may need to be

encapsulated. This could result in ultimate re-exposure to these contaminants during a future

building demolition.

The 1989 ROD had contemplated that the building's drainage system would be flushed and

cleaned to meet the PCB discharge criteria set forth in the 1989 ROD. The 1989 ROD

20
further stipulated that, if flushing and cleaning were ineffective in achieving discharge

criteria, the drainage system would be encapsulated and a new drainage system constructed.

Pre-design studies have shown that flushing and cleaning would likely be ineffective, thus

requiring encapsulation and replacement of the drainage system. The demolition option

therefore achieves the same result, encapsulation of the drainage system, but avoids the task

of replacing the system for a building that likely will never be used again.

4. Reduction of Toxicitv. Mobility and Volume Through Treatment

Source Control

The solvent extraction and incineration processes would both reduce toxicity, mobility, or

volume of contaminants through treatment. Although the proposed alternative does not

involve treatment, the mobility of contaminants will be reduced by placing them under a cap

which will limit water infiltration through the waste. Excavation of the "hot spot" of

contaminated soil will further reduce groundwater contamination. Furthermore, virtually all

contaminated material from Meadow Brook and its banks will be removed which will

eliminate the threat of migration off-Site during flood events.

Grant Gear Building

The proposed building demolition alternative will employ treatment to reduce contamination

on any materials that are deemed salvageable. However, the remaining materials will be

consolidated under the cap. The building decontamination alternative from the 1989 ROD

would have provided for treatment of a greater quantity of building material; however, it has

subsequently been determined that a significant portion of building material could not be

effectively decontaminated.

Neither alternative employs treatment with respect to the building drain system.

5. Short-term Effectiveness

Source Control

The proposed capping alternative will entail excavation of approximately 25 percent of the

total volume of soil that would be excavated under the incineration and solvent extraction

alternatives. Also, the solvent extraction and incineration alternatives would excavate the

highest levels of contaminated soils on the Site. Therefore, the solvent extraction and

incineration alternatives would present a greater potential risk to the community from fugitive

airborne emissions and volitization of contaminants. Site workers would also be at a greater

risk from this highly contaminated material. The solvent extraction process also would

require on-Site temporary storage and use of flammable chemicals, presenting further risks.

While appropriate measures would be taken to mitigate all risks associated with any remedial

action, the above mentioned risks would exist for approximately three years with the

21
incineration and solvent extraction alternatives. By contrast, the proposed alternative's

estimated duration is one year (or two construction seasons), and the nature of the work is

simple earth-moving and paving, which presents fewer risks to the community or Site

workers during implementation.

While not risks to the community per se, the solvent extraction and incineration alternatives

have the potential for creating nuisances as a result of operating 24 hours a day. Also, the

solvent extraction process (and possibly the incineration process) would likely require a stone

crushing process, which would likely generate significant additional noise.

Grant Gear Building

The demolition of the Grant Gear building may cause some short-term undesirable noise

impact to the surrounding community. However, due to the short duration of demolition

activities (four months), it is expected that these impacts will be minimal. Appropriate steps

will be taken to minimize any risks associated with the disassembling of contaminated

building parts.

The building remedy outlined in the 1989 ROD would also present short-term risks due to

the use of solvents in the decontamination process. Also, it will take significantly longer to

complete (one year) than the demolition alternative.

6. Implementabilitv

Source Control

The proposed capping alternative is fully implementable at the Site. Standard earth moving

techniques and equipment will be used, and the cap design is generally straightforward and

easily constructable.

While at the time of the 1989 ROD EPA believed that solvent extraction was implementable

at the Site, recently acquired information indicates that this may not be so. Space limitations

at the Site would make it difficult to properly locate and construct the necessary facilities.

Although the solvent extraction technology has been proven on a pilot scale and solvent

extraction vendors appear able to successfully "scale-up" their processes to a commercial

scale required for a large site cleanup, it does not appear that the Norwood Site is an

appropriate site for solvent extraction due to space constraints at the Site, the amount of time

necessary to fabricate and deliver the appropriate treatment equipment to the Site, and the

high cost of the proposal received.

The 1989 contingent remedy, incineration, is a proven treatment technology. However, at

the required scale for the Site, incineration would require preparation, treatment, and

stockpile facilities similar to solvent extraction, and, therefore, space limitations could

constrain implementation of that remedy at the Norwood Site.

22
Grant Gear Building

Demolition of the Grant Gear building is fully and easily implementable. Prior experience

with the decontamination of certain machinery and equipment from inside the building raises

concerns about the ability to properly decontaminate all building surfaces. Information

gathered during EPA's pre-design studies demonstrates that, due to more widespread

contamination than originally anticipated and the limitations of decontamination, several

surfaces could not be adequately decontaminated and could only be encapsulated.

7. Cost

Source Control

The proposed capping alternative is the least expensive of the alternatives being compared,

with an estimated total cost of $7.4 million.3 The solvent extraction and incineration

alternatives are significantly more expensive, with estimated total costs for EPA

implementation of $54.8 million and $40.1 million, respectively.

Grant Gear Building

Both the proposed demolition alternative and the building decontamination alternative from

the 1989 ROD can be implemented for a comparable amount of money. The estimated total

costs for EPA to implement demolition versus decontamination (including, in each case, costs

already incurred for decontaminating 57 pieces of machinery and equipment) are $4.0 million

and $3.8 million, respectively. However, the decontamination cost estimate does not include

potential costs for future maintenance of encapsulated surfaces or disposal costs for building

materials when the structure is ultimately demolished.

8. State Acceptance

The Commonwealth of Massachusetts concurs with the proposed capping and building

demolition alternatives as the amended selected remedy in this ROD Amendment. A copy of

the Commonwealth's Declaration of Concurrence is attached as Appendix C.

9. Community Acceptance

EPA held an informational meeting and public hearing in Norwood, Massachusetts on March

6, 1996. At that meeting, four commenters made statements for the record. In addition,

five separate written comment letters were submitted to EPA. The official transcript of the

3This is EPA's best estimate of the cost EPA would incur to implement all activities

described in Section VII.B.2. through VI.B.5., above.

23
March 6, 1996 hearing is included as Attachment D. See the Responsiveness Summary

(Attachment B) for a summary of the comments and EPA's responses.

A few area residents, including some Town of Norwood officials, were concerned that the

proposed alternative may not be sufficiently protective, and was being proposed due to a lack

of EPA funding. They also worried that monitoring of the remedy may not occur as

described in the Proposed Amended Cleanup Plan. The Town of Norwood Board of Health

inquired about who will be responsible for maintenance of the cap. It also asked about the

thickness of the cap. Another resident asked how much taxpayer money has been spent on

the Site to date, and how much will be recouped. Finally, another resident expressed support

for the plan, and hopes that the plan can be approved and implemented quickly.

EPA also held an informal public comment period in August, 1995, in conjunction with

release of its "Invitation for Public Comment on Approach to Soil Cleanup" at the Site. That

document outlined a conceptual consolidation and capping remedy as a modified approach for

the Site. For the most part, public reaction to the modified approach was favorable at that

time, with no outright opposition to the plan. The community expressed frustration about the

length of time spent on the Site, and was also concerned about the government's ability to

ensure long-term maintenance of a cap.

IX. THE AMENDED SELECTED REMEDY

The amended remedy selected in this document is the proposed alternative described in

section Vn.B. This amended selected remedy is the result of a re-evaluation of material

contained in the Administrative Record for the 1989 ROD, as well as analysis of new Site

conditions and new information developed since 1989 which has been added to the

Administrative Record. EPA believes that the amended selected remedy represents the best

balance among the evaluation criteria when compared to the alternatives selected in the 1989

ROD.

The amended selected remedy is a fundamental change in the approach for remediating

contaminated soil at the Site (Source Control). The amended selected remedy also presents

changes regarding the remediation of the Grant Gear building, as well as other differences.

EPA is not changing the cleanup approach in the 1989 ROD for addressing contaminated

groundwater at the Site (Management of Migration) except to clarify that periodic reviews of

the groundwater will be conducted to determine the need for continued groundwater

extraction and treatment over time.

All other aspects of the 1989 ROD not addressed in this document remain unchanged.

X. DOCUMENTATION OF CHANGES FROM THE PROPOSED AMENDED CLEANUP

PLAN

EPA published a Proposed Amended Cleanup Plan in February, 1996. The remedy selected

24
in this ROD Amendment differs from the proposed plan in some respects. First, the

Proposed Amended Cleanup Plan did not identify cleanup levels for the "hot spot". This

ROD Amendment specifies a cleanup level of 97 ppm 1,2,4-trichlorobenzene for these soils.

This cleanup level is based upon a cleanup level for this constituent originally set forth in the

1989 ROD.

The Proposed Amended Cleanup Plan also stated that the sediments and/or sludges excavated

from drainage system manholes would be disposed of "properly". This ROD Amendment

clarifies that this material, as well as RCRA regulated materials from the Grant Gear

building, will be disposed of off-Site in accordance with all applicable laws and regulations.

Also, this ROD Amendment contains greater discussion regarding the possible redevelopment

of the Site, and specific measures that will be taken to attain certain ARARs.

These changes, while appropriate clarifications, do not represent any significant differences

from the Proposed Amended Cleanup Plan.

XI. STATUTORY DETERMINATIONS

The amended selected remedy for implementation at the Norwood PCB Superfund Site is

consistent with CERCLA and, to the extent practicable, the NCP. The amended selected

remedy is protective of human health and the environment, attains ARARs and is cost

effective. Additionally, the amended selected remedy utilizes alternate treatment technologies

or resource recovery technologies to the maximum extent practicable. However, the amended

selected remedy does not satisfy the statutory preference for treatment which permanently

and significantly reduces the mobility, toxicity or volume of hazardous substances as a

principal element.

The Amended Selected Remedy is Protective of Human Health and the Environment

The amended selected remedy at this Site will reduce the risks posed to human health and the

environment by eliminating, reducing or controlling exposures to human and environmental

receptors through excavation, engineering controls, and institutional controls; more

specifically, the source control component of the amended selected remedy will address all

soils and sediments contaminated at concentrations exceeding protective human health and

environmental levels by either excavation, capping, or covering, and will address

contaminated building surfaces by demolishing the structure and consolidating the material

on-Site or disposing or recycling the material off-Site. At the conclusion of remedial

activities, risks at the Site will be reduced to within EPA's acceptable risk range, as

discussed hi Section VII.B. and as indicated in Table 1. The cap will eliminate exposure

pathways by preventing people from coming into contact with contaminated soil either by

direct exposure (touching) or by incidental ingestion (accidentally eating) and will limit the

amount of rain infiltrating the contaminated soil on the property. The cover will be placed

over materials contaminated with less than 40 ppm PCBs at surface, or 70 ppm PCBs at

25
depth (and thus not posing an unacceptable risk) to further reduce the risk posed by this

material. Remediation of the wooded area will reduce risks to a child or construction worker

to acceptable levels, and the Meadow Brook cleanup will restore that area to levels protective

of children, plants, and animals. A comprehensive maintenance and monitoring program and

controls on future land use will ensure that the remedy remains protective over time.

A complete description of the Site risks can be found in the 1989 ROD, the 1989

Endangerment Assessment, other documents in the amended Administrative Record, and in

Table 1.

The Amended Selected Remedy Complies with Applicable or Relevant and Appropriate

Requirements (ARARs)

The amended selected remedy will attain applicable or relevant and appropriate federal and

state requirements that apply to the Site. Environmental laws and regulations which are

ARARs for the source control remedy are listed hi Table 2. Since this ROD Amendment

does not alter the management of migration component of the 1989 ROD, ARARs pertaining

to that portion of the remedy are not listed in Table 2. Major ARARs pertinent to this ROD

Amendment are discussed in this section.

PCB disposal requirements promulgated under TSCA

The 1989 ROD deemed PCB disposal requirements promulgated under TSCA as applicable

to the Site because of the presence of soil and sediments contaminated with PCBs in excess

of 50 ppm. Under TSCA regulations, soil contaminated with PCBs may be disposed of by

incineration or in a chemical waste landfill. 40 C.F.R. § 761.60(a)(4). Additionally, PCB

wastes which require incineration may be disposed of by an alternate destruction technology

that achieves an equivalent level of performance to incineration. 40 C.F.R. § 761.60(e).

Like the remedy selected hi the 1989 ROD, the amended selected remedy will result hi a

chemical waste landfill subject to the TSCA regulations contained at 40 C.F.R. § 761.75.

However, hi the 1989 ROD, EPA also determined that waiver of several of the regulatory

requirements pertaining to chemical waste landfills was justified. As explained in the EPA

Guidance on Remedial Actions for Superfund Sites with PCB Contamination (OSWER

Directive No. 9355.4-01, August 1990) (the "PCB Guidance") some requirements specified

under TSCA may not always be appropriate for existing waste disposal sites like those

addressed by CERCLA. The PCB Guidance states that when this case exists, the waiver of

certain chemical waste landfill requirements may be appropriate. These requirements can be

waived when it can be demonstrated that a waiver will not present an unreasonable risk of

injury to health or the environment. 40 C.F.R. § 761.75(c)(4). In accordance with the PCB

Guidance, the 1989 ROD waived several chemical waste landfill requirements, including

requirements that (i) chemical waste landfills be constructed only hi certain low permeability

clay conditions (40 C.F.R. § 761.75 (b)(l)); (ii) a synthetic membrane liner be used at the

Site (40 C.F.R. § 761.75(b)(2)); and (iii) the bottom of the landfill be 50 feet above the

26
historic high water table (40 C.F.R. § 761.75(b)(3)). These TSCA statutory waivers are

maintained in this ROD Amendment. Additionally, for the reasons stated below, the

requirements relating to leachate collection (40 C.F.R. § 761.75(b)(7)) are also waived in

this ROD Amendment.

TSCA regulations do not contain any requirements for closure of chemical waste landfills.

However, as described in this ROD Amendment, contaminated soil will be placed under

either a multi-layered cap or one foot of clean fill, depending on the level of contamination.

These surficial barriers will provide added protectiveness beyond that contemplated by the

TSCA regulations. The cap will eliminate all exposure pathways to the most highly

contaminated soils, thereby eliminating the risks posed by those soils. Soils at 40 ppm PCBs

at the surface, and 70 ppm PCBs at depth, are within EPA's acceptable risk range. (See

Table 1). The one foot cover over these materials will further reduce potential risks

associated with direct contact with, and incidental ingestion of, these materials. Long-term

operation and maintenance of the cap and cover will ensure that there is no future reexposure to contaminants. Risks posed by migration of PCBs to the groundwater will be

minimal, due to the chemical nature of PCBs (which tend to bind to the organic matter in

soil) and the excavation of the "hot spot" of soil below the water table contaminated with

semi-volatile organic compounds (which might otherwise act to desorb the PCBs from the

soil into the groundwater). Also, continued operation of the groundwater treatment plant will

ensure the capture of any PCBs or other contaminants that migrate away from the capped

area through the groundwater. Furthermore, available data indicates that the groundwater

plume is not expanding, and drinking water for all area residents is provided by the Norwood

municipal water system, which is unaffected by Site contaminants.

For these reasons, EPA has determined that the amended selected remedy will not present an

unreasonable risk of injury to health or the environment, and that the amended selected

remedy may waive the above-cited TSCA requirements.

The factors discussed above ensure that there will be no unreasonable risk of injury to health

or the environment if certain TSCA requirements are waived. Considering this information,

the Regional Administrator continues to exercise the waiver authority contained in the TSCA

regulations at 40 C.F.R. § 761.75(c)(4), and continues to waive the following requirements

of the TSCA chemical waste landfill requirements: (i) that chemical waste landfills be

constructed only in certain low permeability clay conditions (40 C.F.R. § 761.75 (b)(l)); (ii)

that a synthetic membrane liner be used at the Site (40 C.F.R. § 761.75(b)(2)); and (iii) that

the bottom of the landfill be 50 feet above the historic high water table (40 C.F.R. §

761.75(b)(3)). Additionally, the Regional Administrator also exercises the waiver authority

to waive requirements relating to leachate collection (40 C.F.R. § 761.75(b)(7)). The

findings and waivers of the Regional Administrator are contained hi Attachment E.

Commonwealth of Massachusetts Hazardous Waste Regulations

Massachusetts hazardous waste regulations, which are similar to regulations under the federal

27
Resource Conservation and Recovery Act ("RCRA"), are applicable to the Site. Under the

federal regulatory program, PCBs are managed by TSCA, and are not regulated under

RCRA; under the Commonwealth's hazardous waste regulations, PCBs above 50 ppm are a

regulated hazardous waste. Compliance with TSCA, however, satisfies the requirements of

the Commonwealth's hazardous waste regulations with respect to on-site management and onsite disposal of PCBs, pursuant to 30 CMR 30.501(3)(a) and 310 CMR 40.0031(5).

Accordingly, on-Site management and on-Site disposal of PCBs will be governed by TSCA.

It is anticipated that this approach will avoid potentially duplicative or inconsistent

application of ARARs (as between federal TSCA regulations and the Commonwealth's

hazardous waste regulations).

Other Laws and Regulations

In addition to the environmental provisions listed in Table 2, odier laws and regulations will

be complied with during the conduct of the remedy. While not specifically relating to

environmental actions, and therefore not ARARs, compliance with these laws and regulations

is mandatory for any industrial activity. Such requirements may include, but are not limited

to, pertinent regulations pursuant to the Occupational Health and Safety Act and Department

of Transportation regulations.

The Amended Selected Remedy is Cost-Effective

In the Agency's judgment, the amended selected remedy is cost-effective, (i.e., the remedy

affords overall effectiveness proportional to its costs). In selecting this amended remedy,

once EPA identified alternatives that are protective of human health and the environment and

that attain, or, as appropriate, waive ARARs, EPA evaluated the overall effectiveness of

each alternative by assessing the relevant three criteria-long term effectiveness and

permanence; reduction in toxicity, mobility, and volume through treatment; and short term

effectiveness, in combination. In this assessment, EPA determined that the consolidation and

capping portion of the amended selected remedy, solvent extraction, and incineration all

provide overall effectiveness, albeit through different means. However, the costs of these

three options are quite different. The cost estimates for the consolidation and capping

portion of the amended selected remedy, solvent extraction, and incineration, are $7.4

million, $54.8 million, and $40.1 million, respectively. Based upon this disparity, EPA

believes that the consolidation and capping portion of the amended selected remedy is cost

effective while the solvent extraction and incineration alternatives are not. With respect to

the Grant Gear building, the amended selected remedy provides overall effectiveness while

the decontamination alternative does not. The cost estimate for the demolition remedy is

$4.0 million, which EPA believes to be cost-effective for this portion of the amended

selected remedy.

The following estimates of cost and construction duration are inclusive of the work to

complete all aspects of the Source Control and building demolition cleanup at the Norwood

PCB Superfund Site, and are, unless otherwise noted, costs for EPA implementation of

28
actions to be performed subsequent to this ROD Amendment.

Consolidation, Capping and Covering of Soils and Sediments

(including remediation and restoration of Meadow Brook):

Estimated Time for Design and Construction: 9-1 5 months

Estimated Capital Cost: S 7,200,000

Estimated Operation and Maintenance Cost: $ 200,000

Estimated Total Cost (Net Present Value): $ 7,400,000

Demolition of Grant Gear Building (including disposal of contents):

Estimated Time for Planning and Demolition: 6 months

Estimated Capital Cost: $ 2,800,000

Estimated Operation and Maintenance Cost: $0 (incorporated into cap maintenance

cost)

Cost of Prior Machinery/Equipment Decontamination Effort: $ 1,200,000

Estimated Total Cost (Net Present Value): $ 4,000,000

The Amended Selected Remedy Utilizes Permanent Solutions and Alternative Treatment or

Resource Recovery Technologies to the Maximum Extent Practicable

Once the Agency identified those alternatives that attain or, as appropriate, waive ARARs

and that are protective of human health and the environment, EPA identified which

alternative utilizes permanent solutions and alternative treatment technologies or resource

recovery technologies to the maximum extent practicable. This determination was made by

deciding which one of the identified alternatives provides the best balance of trade-offs

among alternatives in terms of: 1) long-term effectiveness and permanence; 2) reduction of

toxicity, mobility or volume through treatment; 3) short-term effectiveness; 4)

implementability; and 5) cost. The balancing test emphasized long-term effectiveness and

permanence and the reduction of toxicity, mobility and volume through treatment; and

considered the preference for treatment as a principal element, community and state

acceptance, and the bias against off-Site land disposal of untreated waste. The amended

selected remedy provides the best balance of trade-offs among the alternatives.

Consistent with the NCP, EPA believes that at this Site long-term effectiveness is more

fundamental to the overall protectiveness of the remedy than the degree of treatment

employed. Considering Site circumstances, a reduced level of treatment technologies is

preferable, and the amended selected remedy employs such technologies to the maximum

extent practicable while preserving the permanence and protectiveness of the remedy.

The Amended Selected Remedy does not Satisfy the Preference for Treatment which

Permanently and Significantly Reduces the Toxicity. Mobility or Volume of the Hazardous

Substances as a Principal Element

The principal element of the amended selected remedy is the on-Site capping and containment

29
of contaminated soils and sediment. Treatment is not employed because it was determined

not to be practicable for this Site, considering the summary of the comparative analysis of

alternatives, as described in Section VIII.B., above. Therefore, the amended selected

remedy does not satisfy the preference for treatment as a principal element. Nonetheless, the

amended selected remedy reduces Site risks to acceptable levels.

XII. EXPLANATION OF SIGNIFICANT DIFFERENCES FROM 1989 RECORD OF

DECISION

In addition to the items discussed in Section VII.B. above, the amended selected remedy

selected in this document contains other differences from the 1989 ROD. These differences

do not represent fundamental changes from the remedy selected in the 1989 ROD, and are

not subject to the requirements for a ROD Amendment. However, the modifications in this

Section are significant differences from the 1989 ROD. These differences were explained in

EPA's February, 1996 Proposed Amended Cleanup Plan, which was published in accordance

with CERCLA Section 117(d). The following discussion of the these significant differences

in this document is presented in compliance with CERCLA Section 117(c).

A. Decontamination of Only Selected Equipment and Machinery Surfaces;

Disposal/Recycling of Remaining Building Contents

Soon after Grant Gear announced its shutdown, EPA tasked a contractor, through the US

Army Corps of Engineers, to decontaminate certain machines and equipment inside the

building which were to be sold by Grant Gear. This effort included the solvent washing of

accessible exterior surfaces of these machines and sampling of the cleaned surfaces to

demonstrate compliance with the PCB Spill Cleanup Policy (40 CFR Part 761 Subpart G)

cleanup level of 10 micrograms per 100 square centimeters.

Based upon the high cost and labor-intensive nature of this decontamination effort, this work

was suspended after the cleaning of 57 major pieces of equipment and several accessories.

Approximately SI.2 million was spent on this effort. It has been determined that it is not

cost-effective to decontaminate the remaining machines and, since Grant Gear Works has

shut down, disposal or recycling (via a smelter) of any items remaining in the building will

be equally protective of human health and the environment, at a substantially reduced cost.

Therefore, prior to initiation of the building demolition, any remaining contaminated

machinery/equipment inside the building will be recycled at an off-Site smelting facility or

disposed of either on- or off-Site.

B. Increase of Estimated Cost of Groundwater Remediation

In August 1994, the US Army Corps of Engineers awarded a delivery order under its TERC

contract for approximately $9 million for construction and initial operation (2 years) of the

facilities for extraction and treatment of contaminated groundwater. Cost growth and

changes executed during construction increased this figure to approximately Sll million. The

30
current overall estimate for the groundwater cleanup, including the approximate present value

of an additional 10 to 20 years of operation of this treatment plant, is approximately $19.2

million.

XIII. DOCUMENTATION OF NON-SIGNIFICANT CHANGES TO 1989 RECORD OF

DECISION

The following remedy modification represents neither a fundamental nor significant change

from the remedy selected in the 1989 ROD. This minor modification is included hi this

ROD Amendment so that all changes to the remedy are described in one document.

As set forth hi the 1989 ROD, contaminated groundwater underlying the Site will be

collected and treated. To accomplish this task, a number of groundwater extraction wells

have been and will be installed which will extract contaminated groundwater and treat it in

the on-Site groundwater treatment facility which utilizes processes to precipitate and filter

groundwater, as well as air stripping and carbon adsorption operations. Treated water will

be discharged to Meadow Brook. This treatment plant started operating hi December 1995.

At the conclusion of all other Site cleanup activities (soil/sediment remedy and building

demolition), the need for continued groundwater extraction and treatment will be evaluated.

If it is determined at that time that groundwater extraction and treatment should continue,

this decision will be revisited once again at each periodic review of the remedy (no less than

every five years). If it is determined that groundwater extraction and treatment need not

continue, the groundwater treatment plant will be decommissioned.

This portion of the remedy remains essentially unchanged from the 1989 ROD. As part of

the design and construction of the groundwater treatment plant, which was recently

completed, some changes were made. A series of extraction wells were designed and

constructed in lieu of a trench system as originally contemplated by the 1989 ROD. On-Site

re-charge of treated water was deemed infeasible and, instead, treated water will be

discharged to Meadow Brook. Further information regarding the use of extraction wells and

the change from re-charge to discharge to surface water are summarized in a report prepared

in January 1993 by Metcalf & Eddy, Inc. and other documents in the Administrative Record.

XTV. STATE ROLE

The Commonwealth of Massachusetts has reviewed the various alternatives and has indicated

its support for the amended selected remedy. The Commonwealth believes that the amended

selected remedy is in compliance with applicable or relevant and appropriate Commonwealth

Environmental laws and regulations. The Commonwealth of Massachusetts concurs with the

amended selected remedy for the Norwood PCB Superfund Site. A copy of the declaration

of concurrence from the Commonwealth is included as Attachment C.

31
- cAl. - A:s^Poq

2100 420O

SCALE IK FEET

REFERENCE

USGS 7.5 X 13 METRIC

TOPOGRAPHIC MAP, NORWOOD

QUADRANGLE . 1985

SCALE I:25000

FIGURE 1

SITE LOCATION
N

-o-

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Figure 2 VICINITY MAP
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4110

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FIGURE 3

MCAOOW OROOK

ir "EAR FLOOD PLAIN

« JO »C« Sill Hi
cm HI ct in o<iir>i i

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i otviiO'MCxt At «(««i

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jr ii I m fil l

SIT E PLAN
\

TOWN OF

NORWOOD

SUBSTATION

LEGEND

SOILS EXCAVATED M IMS AND SIOCKP1ED

ON GRANT GEAR PROPERTY.

EXCAVATE SOLS EXCEEDING 40 PPU PC8i

(SURnaAL) AND/OR 70 PPU PCBi

(SUBSURFACE).COVER AREAS MTH CLEAN HLL

EXCAVATE SOLS AND DREDGE PIE MATERIALS

EXCEEDING 10 PPU PCBl (SURFICIAl) AND/OR

50 PPU PC8> (SUBSURFACE).CONSOUOATE ONTO

GRANT GEAR PROPERTY

EXCAVATE SOLS/SEDIUENTS EXCEEDING

I PPU PCS.: CONSOLIDATE ONTO GRANT GEAR

PROPERTY.

Figure 5: CONCEPTUAL OUTLINE OF SOIL CLEANUP LEVELS AND EXTENT OF CAP

CAP AREAS EXCEEDING CLEANUP LBCLS AFTER

CONSOLIDATION EFFORT.
TABLE 1 - SOIL/SEDIMENT CLEANUP LEVELS

Location

(excludes areas to be capped)

Surface Soils (top 1 foot) on

Commercial/Industrial

Properties*

Subsurface Soils (1 foot - 6 foot)

on Commercial/Industrial

Properties*

Surface Soils (top 1 foot) in

wooded area on both sides of

Meadow Brook

Subsurface Soils (1 foot - 6 foot)

in wooded area on both sides of

Brook

Meadow Brook bottom, slopes,

banks, and culverts between

Kerry Place and Neponset River

Organic "hot spot" at or below

water table in western portion of

Grant Gear property

Cleanup

Standard

40 parts

per million

PCBs

70 parts

per million

PCBs

10 parts

per million

PCBs

50 parts

per million

PCBs

1 part per

million

PCBs

97 parts

per million

1,2,4-

trichlorobenzene

Incremental

Carcinogenic Risk

After Cleanup

Standards are

Achieved

1.3 x 10-5

(1.3 in 100,000)

1.2 x lO'5

(1.2 in 100,000)

5 x 10*

(5 in 1,000,000)

and ecological

risk

8.3 x 10^

(8.3 in

1,000,000)

5x 10-7

(5 in 10,000,000)

and ecological

risk

Based upon risks

in groundwater

and leaching

model (see 1989

ROD)

Exposed Individual

Used in Risk

Calculation

worker exposure

(e.g., landscaper)

construction worker

exposure

older child (age 6 -

16) exposure; and

aquatic life in brook

and river

construction worker

exposure

older child exposure;

and aquatic life in

Brook and River

protection of

groundwater

* Remaining areas which exceed these levels will be capped. Cover(s) will be placed over

remaining soils hi other uncapped areas on Grant Gear property.
TABLE 2

ARARs AND CRITERIA, ADVISORIES, AND GUIDANCE

NORWOOD PCB SUPERFUND SITE, NORWOOD, MASSACHUSETTS

AMENDED RECORD OF DECISION

Table 2 - Page 1

AUTHORITY REQUIREMENT STATUS REQUIREMENT SYNOPSIS ACTION TAKEN TO ATTAIN

ARARS

CHEMICAL SPECIFIC ARARs:

Federal Criteria,

Advisories, and Guidance

Technical Basis for Deriving Sediment

Quality Criteria for Non-ionic Organic

Contaminants for the Protection of Benthic

Organisms Using Equilibrium Partitioning

(EPA-822-R-93-011)

Federal Ambient Water Quality Criteria

EPA Carcinogenic Assessment Group

Potency Factors

EPA Risk Reference Doses (RfDs)

To be

Considered

Relevant and

Appropriate

To be

Considered

To be

Considered

This guidance is used to establish criteria to

protect the aquatic organisms in streams and to

determine environmental risks.

Federal AWQC are criteria for protection of

human health and aquatic organisms which have

been developed for carcinogenic and

noncarcinogenic compounds.

AWQC are developed under the Clean Water Act

(CWA) as guidelines from which slates develop

water quality standards.

Potency factors are developed by the EPA from

Health Effects Assessments or Evaluation by the

Carcinogenic Assessment Group.

RfDs are does levels developed by the EPA for

non-carcinogenic effects.

The criteria established were used to

evaluate risks to aquatic organisms

exposed to contaminated water entrained

within the sediment and to set sediment

cleanup levels.

AWQC were used to characterize risks

to fresh water aquatic life in Meadow

Brook.

EPA Carcinogenic Potency Factors were

used to compute the individual

incremental cancer risk resulting from

exposure to site contaminants.

EPA RfDs were used to characterize

risks due to exposure to contaminants on

site.

LOCATION SPECIFIC ARARs

Federal Regulatory

Requirements

Wetlands Executive Order (EO 11990) Applicable Under this regulation. Federal agencies are

required to minimize the destruction, loss, or

degradation of wetlands, and preserve and

enhance natural and beneficial values of

wetlands.

Excavation and restoration of Meadow

Brook will include all practicable means

of minimizing harm to wetlands.

Wetlands protection considerations will

be incorporated into the planning and

decision-making about remedial action.
Table 2 - Page 2

Floodplains Executive Order (EO 11988) Applicable Federal agencies are required to reduce the risk

of flood loss, to minimize the impact of floods,

and to restore and preserve the natural and

beneficial values of floodplains.

The remedial action will be designed to

keep all activities out of the floodplain to

the greatest extent practicable. Also,

substantial non-Site related development

has occurred in the Meadow Brook

floodplain. The remedy includes brook

restoration in accordance with the

Meadow Brook Flood Control Project,

greatly increasing the beneficial value of

the floodplain.

Slate Regulatory

Requirements

Massachusetts Wetlands Protection Act

(M.G.L. c.131 Section 40; 310 CMR 10.00)

Applicable These regulations outline the requirements

necessary to work within 100 feet of a wetland.

Wetlands disturbed by excavation will be

restored consistent with the approved

Meadow Brook Flood Control Project

ACTION SPECIFIC ARARs

Federal Regulatory

Requirements

Resource Conservation and Recovery Act

(RCRA), Subtitle C (40 CFR 260-262)

TSCA Storage Requirements (40 CFR

761.65)

TSCA Chemical Waste Landfill

Requirements (40 CFR 761.75)

Applicable

Applicable

Applicable

RCRA regulates the generation, transport,

storage, treatment, and disposal of hazardous

waste. CERCLA specifically requires (in

Section 121(d)(3)) that hazardous substances

from response actions be disposed of at facilities

in compliance with Subtitle C of RCRA.

Outlines requirements for temporary TSCA

regulated waste storage including specific design

requirements.

Establishes standards for PCB landfills including

provisions for the Regional Administrator to

waive requirements.

Wastes generated as part of remedial

action will be characterized and handled

in accordance with applicable RCRA

regulations to the extent that such

regulations are not duplicative of the

authorized State program. This includes

materials from "hot spot" excavation

and drainage manhole sludge.

Proper design considerations will be

implemented to insure that all temporary

storage of TSCA-regulated waste

satisfies the requirements of the

regulations.

Consolidation and capping of soils,

sediments, and demolition debris will

either comply with this regulation, or

will include waivers for clay soils,

synthetic liner, SO feet to water table,

and leachate collection.
Table 2 - Page 3

TSCA PCB Spill Cleanup Policy (40 CFR

761 Subpart G)

Guide on Remedial Actions it Superfund

Sites with PCB Contamination (OSWCR

Directive 9355.4-01. August 1990)

National Emissions Standards for Hazardous

Air Pollutants (NESHAPS) Requirements.

Clean Air Act, Section 112

(4()CI'R Part 61)

Clean Water Act (CWA) - Section 404

Dredge and Fill Requirements

(33 USC 1344; 40 CFR Part 230)

Fish and Wildlife Coordination Act

16 USC 661

To be

Considered

To be

Considered

Relevant and

Appropriate

Applicable

Applicable

Establishes guidelines on the decontamination of

PCB spills.

Sets forth guidelines for developing remedial

actions for PCHs

Specifies 189 hazardous air pollutants from

specified source activities.

Under this requirement, no activity that

adversely affects a wetland shall be permitted if a

practicable alternative that has less effect is

available.

This act requires that before undertaking any

Federal action that causes the modification of any

body of water or affects fish and wildlife, the

following agencies must be consulted: the

appropriate State agency exercising jurisdiction

over wildlife resources and the US Fish and

Wildlife Service

In (he course of demolition,

contaminated materials inside and on

surfaces of the building which cannot be

decontaminated in accordance with the

policy will be disposed of at an

iippuipriulc off-site Liulily or ilis|M)scd

of on-siie.

The selected cleanup plan is consistent

with the goals of this guidance.

Sampling at the Site has indicated the

presence of several potential hazardous

air pollutants such as asbestos, PCDs,

mul iridiloiuhciuciie. Site remediation

is v designated source category.

Remedial activities will be designed to

ensure compliance with promulgated

NESHAP regulations.

Impacts to wetlands will be mitigated by

use of silt curtains or sedimentation

basins. There is no practicable

alternative to excavation of Meadow

Brook. The brook will be restored

consistent with the Town's approved

flood control project.

Throughout their involvement with this

Site, EPA and MA DUP have consulted

with their wildlife resource counterparts

and informed them of Site activities.

Stale Regulatory

Requirements

Massachusetts Groundwatcr Protection

Regulations

310 CMR 6.04(2) and 6.04(6)

Relevant and

Appropriate

These regulations detail the requirements for a

groundwater monitoring program to be

implemented at the site.

A groundwater monitoring program will

be instituted to assess impacts of "hot

spot" excavation and to monitor

performance of the capping remedy.
Table 2 - Page 4

Massachusetts Waterways Regulations

(M.O.L. c.21 Sections 26-53; 314 CMR

9.00)

Applicable Regulates the water quality certification of

dredging and disposal of dredged material.

Dredging of sediments will be

implemented according to regulations,

including constant monitoring of

downstream waters during

implementation to control migration of

contaminated sediments.

Massachusetts Ambient Air Quality

Standards

310 CMR 6.00

Applicable These regulations specify emissions standards for

participates and lead.

All activities will be conducted in a

manner to minimize the generation of

dust or other hazardous emissions.

Site Assignment Regulation for Solid Waste

Facilities

310 CMR 16.05(3)(!)

Applicable Specifications for on-site demolition facilities and

disposal requirement for demolition debris.

Demolition activities and any subsequent

crushing operations will be conducted

using best management practices and

will be carried out in a manner which

will not pose a nuisance or cause

uncontrolled discharge of pollutants to

air, water, or other natural resource.

Solid Waste Management Facility

Regulations

310 CMR 19.060 (2),(4)&(S)

Applicable Requirements for the determination of beneficial

use of solid waste material.

brick and block debris from demolition

of the building may be beneficially used

on the Site. Substantive requirement of

these regulations will govern die

determination as to whether these

materials may be reused.

Solid Waste Management Facility

Regulations

310 CMR 19.061 (3)(a)

Applicable Classification of asbestos demolition. Regulated asbestos material from the

building demolition will be handled in

accordance with applicable regulations.

Solid Waste Management Facility

Regulations

310 CMR 19.061 (6X»)&(b)

Applicable Management requirements for special wastes and

requirements for handling asbestos wastes.

Regulated asbestos materiaLfrom the

building demolition will be handled in

accordance with applicable regulations.

Massachusetts Air Pollution Control

Regulations

310 CMR 7.09

Applicable Regulations specific to control of odor and

fugitive dust emissions.

Odors and fugitive dust will be

controlled by water sprays, suppressants,

or by other engineering controls.

Massachusetts Air Pollution Control

Regulations

310 CMR 7.10

Applicable This regulation specifies requirements for

suppression of noise during construction

activities.

Construction and demolition activities

will be conducted in a manner which

does not produce unnecessary or

excessive noise.
Table 2 - Page 5

Massachusetts Air Pollution Control

Regulation]

310CMR7.15(l)(a)

Applicable Applicable simulants fur asbestos demolition. Asbestos demolition will be conducted in

accordance with applicable regulations.

Massachusetts Air Pollution Control

Regulations

310CMR7.15(l)(c)

Applicable Procedures for asbestos emission control. Cites

procedures to prevent visible or paniculate

emissions to the ambient air space.

Asbestos demolition will be conducted in

accordance with applicable regulations.

Air Pollution Control Regulations 310 CMR Applicable Cites requirements for the use of air cleaning

equipment in demolition activities involving

asbestos.

Asbestos demolition will be conducted in

accordance with applicable regulations.

Air Pollution Control Regulations 310 CMR Applicable Cites requirements involved in the collection,

processing, packaging, transporting, transferring

or disposing of any asbestos-containing wastes.

Regulated asbestos material from the

building demolition will be handled in

accordance with applicable regulations.

Hazardous Waste Regulations 310 CMR

30.00

Applicable Regulations governing the generation, treatment,

storage, and disposal of hazardous wastes

These regulations will be followed in

conducting the cleanup, as applicable.

Portions of these regulations which are

specific to on-Site remediation of PCBs

are not applicable since PCB remediation

will be implemented through TSCA.

Hazardous Waste Regulations 310 CMR

30.125(b)

Applicable Requirements for Toxic Characteristic Leaching

Procedure (TCLP).

Wastes generated for off-site disposal as

part of remedial action will be

characterized and handled in accordance

with applicable RCKA regulations. This

includes materials from "hot spot"

excavation and drainage manhole sludge.

Hazardous Waste Regulations 310 CMR

30.302

Applicable Requirements for any generator of a waste to

determine if the waste is hazardous.

Wastes generated for off-site disposal as

pan of remedial action will be

characterized and handled in accordance

with applicable RCRA regulations. This

includes materials from "hot spot"

excavation and drainage manhole sludge.

Fire Prevention Regulations: Tanks and

Containers

527 CMR 9.07

Applicable Requirements for the removal or abandonment

and, if appropriate, the Tilling in place, of

underground tanks.

Underground tanks will be appropriately

removed or abandoned according to the

regulations.

Oulde to Regulations for Using or

Processing Asphalt, Brick and Concrete

Rubble.

To be

Considered

Identifies the provisions of die solid waste

regulations that pertain to recycling/reusing ABC

rubble.

Tliis guidance will l>c consulted for

demolition activities.
ATTACHMENT A

RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

ADMINISTRATIVE RECORD INDEX
ATTACHMENT B

RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

RESPONSIVENESS SUMMARY

This Responsiveness Summary documents public comments regarding the proposed

amendment to the 1989 Record of Decision (ROD) expressed during the public comment

period. The summary also documents EPA's responses to the comments that were received.

The public comment period for the amendment to the 1989 ROD for the Norwood PCB

Superfund Site began on February 22 and ended on March 22, 1996. EPA held an official

Public Hearing on March 6, 1996 at 7:30 p.m. at Memorial Hall in the Norwood Town Hall

to accept oral comments on this proposed amendment to the 1989 ROD. Four oral

comments were received at the public hearing. Written comments were also accepted. EPA

received five written comment letters. The comments and responses are summarized below:

Pan I - Comments b\ Local Officials

1. One Town of Norwood Selectman and the Town's Board of Health asked about whose

responsibility it would be for future maintenance and repair of the asphalt cap. These

officials were concerned that, if EPA would not retain responsibility for maintenance

and repair of the cap, there would not be enforcement power to ensure the future

integrity of the cap. The Selectman was also concerned that the Town would be

expected to maintain and repair the cap.

EPA Response: There are several means by which long-term operation and maintenance

may be performed. First, if the remedy is performed by private parties, those parties would

be required to assume the obligation as part of an enforceable consent decree. Second, a

future redeveloper may undertake the obligation as part of acquisition and redevelopment of

the property. Finally, at sites where no private party is available to perform long-term

operation and maintenance the National Contingency Plan provides that states perform this

obligation.

2. The Town Selectman expressed confusion and frustration at the change in cleanup

levels and asked whether EPA has now changed its opinion regarding the dangers

posed by the Site based solely on cost considerations.

EPA Response: Human health risk assessment is a relatively "young" science. As such,

substantial progress has been made over the past several years and risk assessment methods,

assumptions, and techniques have been refined during that time. When EPA decided to take

a fresh look at the remedy at the Site, it decided that the cleanup levels should also be reexamined based upon advances in risk assessment. The revised cleanup levels being adopted

are a result of this re-examination. Also, more current assumptions regarding future use of

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the Site were incorporated into the re-examination. By using exposure assumptions which

better reflect the expected future use of the Site, more appropriate cleanup levels are derived.

Furthermore, EPA's regulations governing the cleanup of Superfund Sites, the National

Contingency Plan (NCP), specifies an "acceptable risk range" which is used to determine the

need for action and, if action is required, to determine the extent to which cleanup should be

conducted. This acceptable risk range represents the probability of cancer occurring in

individuals exposed at a hazardous waste site and spans a 10"4 to 10"6 risk. The revised

cleanup levels for the Norwood Site are roughly at the midpoint of this risk range. The

newly proposed cleanup levels are also generally consistent with cleanup levels that would be

derived under the Commonwealth's "Massachusetts Contingency Plan", Chapter 2IE

program, were this a state site rather than a federal site. EPA still believes that the

contamination at the Site poses a serious health threat if left unaddressed. EPA also believes

that the amended remedy will adequately address this threat and result in a remedy that

protects human health and the environment. Regarding cost issues, see response to Comment

No. 40.

3. The Town's Board of Health expressed concern about the depth of the cap. The

Board also stated that this concern is even more relevant if high levels of

contamination are capped on Site.

EPA Response: The primary threats posed by PCBs at the Site are from direct exposure

(touching) or by incidental ingestion (accidental eating). EPA believes that the asphalt cap

proposed is of sufficient thickness to serve as an adequate barrier from these threats.

Furthermore, the cap will be designed to resist cracking and to minimize maintenance. Also,

at a minimum, the entire cap and cover will be inspected annually for wear, cracks, or other

damage, and all necessary repairs will be conducted in a timely manner. The cap and cover

will also include a geotextile fabric which, in addition to providing additional stability to the

cap and cover, will serve as an additional barrier between the cap and the underlying soils.

Pan U - Citizen Comments

4. One citizen expressed concern about EPA's ability to assure future monitoring and

inspections of the cap. This citizen also stated that this cleanup should include

removal of dirt and that the proposed remedy was not adequate.

EPA Response: See response to Comments No. 1 and No. 2 in Part I above.

5. Two citizens expressed frustration with the slow pace of the cleanup.

EPA Response: The national average for Superfund cleanups from the date a site is first

listed on the National Priorities List (NPL) to the date when construction activities are

completed is 12 to 14 years. The Norwood PCB Superfund Site was listed on the NPL hi

1986; hence, 10 years has elapsed. Elapsed time notwithstanding, EPA believes that the

amended selected remedy can be completed quickly and with limited difficulty. It is

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expected that all construction activities associated with this amended selected remedy will be

completed by 1997.

6. One citizen asked for the total amount spent by the government at this Site to date and

how much of that will be recouped.

EPA Response: As of March 1996, the date of EPA's most recent cost summary, EPA has

incurred approximately $18.7 million relative to the investigation, study, planning,

enforcement, and cleanup of the Norwood PCB Superfund Site. Approximately $2 million

has been collected from current and prior owners of the property. EPA has filed a lawsuit in

federal court against other former owners and operators of the property to recoup additional

response costs (see Site History and Enforcement Activities section in the ROD Amendment).

7. One citizen expressed support of the plan to demolish the building and cap the Site.

EPA Response: No response required.

8. One citizen expressed concern about Meadow Brook and future flooding of the Brook

and expressed a desire to see the Brook remediated.

EPA Response: The amended selected remedy remains consistent with the 1989 ROD

which addresses cleanup of contaminated sediment hi Meadow Brook. Furthermore, as

stated in the 1989 ROD, after excavation of the Brook, it will be restored in a manner

consistent with the Town's Meadow Brook Flood Control Project.

9. One citizen expressed concern that the Town was running out of developable land and

that the remedy should allow future redevelopment of this Site.

EPA Response: The cap will be constructed hi a manner which will allow its use and will

allow flexibility for the placement of new structures on the property, even hi areas slated for

capping. The cap design may also include the placement of "clean utility corridors" to

further enhance redevelopment potential as well as protectiveness of the capping remedy.

See also, responses to Comment Nos. 35 through 37 and No. 44, below.

10. One citizen discussed the dangers of PCBs and their accumulation hi fat cells of

mammals. This commenter stated disagreement with any opinions stating that PCBs

do not pose a health risk.

EPA Response: EPA has never contended that PCBs do not pose a health threat. PCBs are

a group of manmade chemicals that contain 209 different compounds with varying harmful

effects. EPA considers PCBs probable human carcinogens, based on sufficient evidence of

carcinogenicity hi animals. In addition, noncarcinogenic adverse effects have been noted hi

humans or animals exposed to varying PCB mixtures hi the following biological systems;

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* skin

* gastrointestinal * liver * neurological

* blood * endocrine * reproductive

* muscular * immunological * developmental

Potential adverse health effects from PCBs have been evaluated in the human health risk

assessment for this Site.

11. One citizen stated that a "cosmetic cap" cannot assure mat natural forces will not

leach pollutants into the community's water supplies and stated a preference for a

more thorough cleanup.

EPA Response: The cap is not merely "cosmetic." See Section VII.B.4. of the ROD

Amendment for a discussion of the components of the cap and cover. Also see section XI of

the ROD Amendment for a discussion of how the amended selected remedy is protective of

human health and environment.

The Site does not present any threat to local water supplies. Groundwater underlying the

Site discharges to the adjacent Meadow Brook. The groundwater treatment plant which

recently began operation at the Site serves to intercept contaminated groundwater flowing hi

the direction of Meadow Brook, extracts it from the aquifer and treats the contamination

prior to discharge. Use restrictions on the Site prohibit the extraction of groundwater

underlying the Site for drinking water use. Therefore, EPA believes that this remedy will

protect against direct contact with contamination as well as the spread of contamination hi the

future.

Part III - Potentially Responsible Party Comments

Comments by GZA GeoEnvironmental. Inc. on behalf of Cooper Industries. Inc..

Cornell Dubilier Electronics. Inc.. and Federal Pacific Electric Company

12. These PRPs supported the general thrust of EPA's proposed amended cleanup plan

based upon its cost-effectiveness, implementability, and protectiveness.

EPA Response: No response required.

13. These PRPs do not believe that polynuclear aromatic hydrocarbons (PAHs) should be

considered Site-related chemicals of concern.

EPA Response: EPA reviewed the statistical evaluation provided by GZA and Cambridge

Environmental, Inc. (CEI) and determined that the available information did not support the

conclusion that the PAH contamination at the Site was due to highway traffic. See February

1, 1996 memorandum from Kenneth W. Brown Director of EPA's Technology Support

Center, included hi the Administrative Record for this ROD Amendment. While EPA still

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considers PAHs potential contaminants of concern at the Site, no specific cleanup levels have

been set for these compounds. Since the highest concentrations of PAHs are expected to be

removed during excavation of sediments in and adjacent to Meadow Brook as part of the

amended ROD, the risks associated with these compounds should be reduced to protective

levels.

14. These PRPs pointed out that the figure provided as part of the Proposed Amended

Cleanup Plan, the "Conceptual Outline of Soil Clean-up Levels and Extent of Cap" is

intended to delineate areas where cleanup levels apply rather than areas proposed for

excavation.

EPA Response: This comment is correct. The figure provided in the Proposed Amended

Cleanup Plan and included as a figure in the ROD Amendment delineates general areas

where specific cleanup levels will apply and is expected to be broader than the actual area or

areas requiring excavation.

15. These PRPs contend that there is no clear basis for the 1 ppm cleanup criterion of

Meadow Brook. These PRPs contend that a PCB cleanup level of 10 ppm would be

protective for Meadow Brook.

EPA Response: The 1 ppm clean-up level established in the 1989 ROD and the ROD

Amendment is based upon the calculation of a sediment concentration using Site-specific total

organic carbon (TOC) data that would be protective of aquatic life using the sediment quality

criteria approach. This method is outlined in "Technical Basis for Deriving Sediment

Quality Criteria for Non-ionic Organic Contaminants for the Protection of Benthic Organisms

Using Equilibrium Partitioning, EPA-822-R-93-011" . This methodology is appropriate for

Meadow Brook, classified by the Commonwealth of Massachusetts as a Class B water which

shall be capable of supporting aquatic life.

16. These PRPs state that if the Brook sediments are excavated to accommodate the Brook

cross-section as set forth in the Town's Meadow Brook Flood Control Project

(MBFCP), a 1 ppm sediment cleanup level would not be warranted since the flood

control project provides for restored bottom and slope materials.

EPA Response: EPA believes that it is acceptable to leave some contaminated materials in

the Brook so long as these materials are adequately covered by restored bottom and slope

materials planned for as part of the MBFCP. Were the MBFCP not planned, EPA would

require excavation of all soils and sediments exceeding the 1 ppm criterion in the Brook.

EPA believes that it is more cost-effective and more easily implementable to excavate all

soils and sediment necessary to meet the restored MBFCP contour rather than excavate a

limited amount of material, conduct extensive sampling to determine areas requiring

additional excavation, and repeat this process several tunes. Achievement of the 1 ppm

cleanup level throughout the Brook could prove difficult and could require multiple

excavations in portions of the Brook, and could extend far deeper than the contour being

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proposed by the MBFCP. See also response to Comment No. 17, below.

17. In reference to the restoration of Meadow Brook, these PRPs stated that the purpose

and the scope of the remedy should be to satisfy CERCLA criteria, not promote

public works projects.

EPA Response: Excavation of the Brook, and restoration consistent with the MBFCP, is

consistent with the remedial objectives of CERCLA. It ensures the protectiveness of the

remedy to ecological receptors in a more cost-effective and easily implementable manner than

complete excavation to 1 ppm PCBs. The MBFCP also ensures the proper drainage of

surface waters through the Site, which is essential considering that, at the completion of

remedial activities, wastes will remain in place on-Site. See also response to Comment No.

16, above, and Section VII.B.3 of the ROD Amendment, Soils and Sediment hi Meadow

Brook and its Banks.

18. These PRPs contend that EPA provided no basis for its 10 ppm PCB cleanup criteria

of the wooded areas adjacent to Meadow Brook. They state that their contractor CEI

derived a cleanup level of 50 ppm for surficial soils hi this area. The PRPs agreed

that the proposed 50 ppm cleanup level of subsurface soils hi this area should be

adequate, although they do not anticipate contact with subsurface soils. The PRPs

state that the 10 ppm surficial cleanup level is too conservative and unnecessary and

will destroy more of the buffer of trees located along the northern edge of the Brook.

EPA Response: The 10 ppm PCB cleanup level for this area was based upon EPA's

recalculation of the risk assessment considering the current land use and a reasonable future

use for this area. The exposed individual was assumed to be an older child (age 6-16) who

might frequent this area 3 days per week for 6 months per year. The 10 ppm cleanup level

for PCBs represents a 5 x 10* cancer risk level for this receptor. In addition, this cleanup

level is set at 10 ppm in order to be protective of aquatic life hi the Brook should soils from

this area erode into the Brook. Notwithstanding, restoration of this area and of Meadow

Brook should be done in such a way as to minimize any erosion from this area since soils

exceeding the Brook cleanup level of 1 ppm PCBs may still remain hi place hi this wooded

area. EPA does not believe that the overall extent of excavation will be increased

dramatically by selecting a 10 ppm cleanup level for surficial soils rather than 50 ppm.

Conversely, by increasing this cleanup level to 10 ppm from 1 ppm as set forth hi the 1989

ROD, the volume of contaminated soils, and the area! extent of the wooded area which must

be disturbed are greatly reduced, retaining much of the wooded buffer north of the Brook.

Regarding the cleanup level for subsurface soils hi this wooded area, EPA believes that a

cleanup level for these sou's is proper. The 50 ppm cleanup level set for this area is based

upon a construction exposure scenario since sewer lines run adjacent to the Brook hi this area

which could require repair or replacement hi the future.

19. These PRPs state their belief that a reduction in the size of the cap would further

enhance the property's redevelopment potential.

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EPA Response: While EPA does anticipate that the actual capped area on the Grant Gear

property will be minimized to encourage development of the parcel, EPA does not believe

that the area! extent of the cap is the only consideration for development potential. The final

cap design must ensure that slopes of the capped area do not make this area unusable for

parking or for construction of new structures in this area. Furthermore, adequate drainage

must be installed to ensure that the capped area drams stormwater properly and does not

merely divert this water to other portions of the property which are now unpaved (since these

areas will likely be included in any future development plans). However, EPA notes that cap

design issues, such as proper drainage and slope, are essential to ensure the long-term

effectiveness and permanence and overall protective ness of the cap, future Site development

notwithstanding.

20. These PRPs state that the cap design should account for differences between areas of

contaminated soils and the contaminated building slab.

EPA Response: EPA agrees with this comment. Although not specifically discussed in the

Proposed Amended Cleanup Plan, EPA contemplates that the cap design over the areas of the

most heavily contaminated soils will be more substantial than the cap to be placed over the

building slab, provided that no contaminated soils are consolidated onto the slab.

21. These PRPs recommend that the cap be graded with a gentle slope and designed such

that runoff from the property will sheet flow to adjacent vegetated areas or to the

street.

EPA Response: These issues are largely design issues which will be addressed when the

plans and specifications for the cap are prepared. As discussed in response to Comment No.

19 above, the cap should be designed with a gentle slope to ensure its long-term effectiveness

and permanence and suitability for future development of the property; also, adequate

drainage should be included as part of the cap design and construction. However, EPA

believes that it may not be appropriate to design the cap to merely shed stormwater to

adjacent areas or to die street. Drainage from the capped area(s) should be designed

consistent with state and local codes, standard practices, and applicable or relevant and

appropriate requirements ("ARARs").

22. These PRPs recommended dial the feasibility and cost-effectiveness of

decontamination approaches to some demolition debris be examined. These PRPs

contend that selective decontamination and salvaging of specific building media, such

as structural steel beams, may be feasible and cost-effective.

EPA Response: EPA will not preclude the analysis of me feasibility and cost-effectiveness

of selective decontamination of certain building demolition debris. Debris from the

demolition will be handled in the most protective, implementable, and cost-effective manner.

Specifically addressing the issue of the structural steel beams, it appears that due to

contamination by PCBs and high levels of lead due to die presence of lead-based paint on

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the surface of these beams, disposal, rather than decontamination and salvaging of this steel,

is the most cost-effective solution. However, EPA will not preclude re-examination of this

issue should other parties assume responsibility for conducting the cleanup, and demonstrate

its cost-effectiveness.

23. These PRPs requested clarification of issues relating to EPA's proposal to dispose of

building debris under the cap: whether the cap can accommodate the debris, whether

the subgrade boiler room is available for disposal of these materials, and what wastes

are involved.

EPA Response: EPA plans to use the "basement" portion of the Grant Gear building for

consolidation of TSCA regulated demolition debris. Materials which may cause settling or

other difficulties for on-Site disposal hi this area may be excluded from disposal hi this

basement area. Materials which would be considered hazardous wastes under the federal

RCRA regulations would be precluded from on-Site disposal. Asbestos containing materials

may only be disposed of hi this on-Site area if allowed by federal and state regulations.

Certain building materials are not expected to contain regulated levels of contamination.

These materials, namely certain concrete block and brick debris, may be usable as a portion

of the sub-base of the cap to be constructed as part of the remedy. Once the basement area

of the building is filled with contaminated debris, voids should be filled to avoid settling and

the entire area should be sealed with concrete (matching the surface of this area with the

existing building slab). This area will then be placed under the cap which will cover the

building slab.

24. These PRPs conceptually support the plan to demolish the building. However, these

PRPs contend that the cost difference between demolition of the structure and

decontamination and continued use of the structure should not be considered a

CERCLA cost but a cost to improve the property for redevelopment purposes.

EPA Response: EPA believes that demolition of the building is the appropriate CERCLA

response. Demolition of the Grant Gear building is a more permanent and more readily

implementable remedy. Based upon cost estimates set forth in the Proposed Amended

Cleanup Plan and the ROD Amendment, the capital costs for demolition and decontamination

are essentially equal (approximately $200,000 difference). These costs do not take into

account future expenses which would be required for maintenance or repair of areas which

would need to be encapsulated under the decontamination alternative or future monitoring to

ensure success of the decontamination effort. The decontamination cost estimate also does

not include any costs associated with future remedial costs (i.e., ultimate demolition of the

building) which may need to be incurred if the building is allowed to remain standing under

this remedial action. Overall, EPA believes that the demolition of the Grant Gear building

represents a better overall balance of the nine CERCLA criteria for remedy selection than the

decontamination alternative. Therefore, EPA considers all costs to be incurred relative to the

demolition of the building to be CERCLA costs.

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25. These PRPs recommend placing contaminated equipment from inside the Grant Gear

building in the subgrade boiler room area of the building.

EPA Response: EPA concurs with this recommendation. It appears that these

machines/equipment cannot be recycled in compliance with TSCA due to the levels of PCBs

on their surfaces and, therefore, would require disposal. These machines/equipment may be

disposed of in the "basement" area of the Grant Gear building along with other debris from

the demolition of the building. Prior to disposal of these items, it may be necessary to drain

any liquids from reservoirs inside certain machines and ensure that these machines/equipment

are not otherwise unsuitable for disposal on-Site.

26. These PRPs asked whether more than one "hot spot" exists.

EPA Response: EPA does not believe that a second "hot spot" like the one discussed in

the Proposed Amended Cleanup Plan exists. The "hot spot" discussed in that Plan is

believed to be in the general vicinity of soil boring SS-012.

27. These PRPs requested additional information regarding the "hot spot" excavation of

chlorinated organic compounds, including information about contaminants, volume

estimates and disposal options.

EPA Response: EPA anticipates that this "hot spot" excavation will entail the excavation

of saturated soils from an area west of the Grant Gear building (located near soil boring SS012) to a cleanup level of 97 ppm 1,2,4-trichlorobenzene. This material should be

characterized to determine if it would be considered hazardous waste under RCRA and

disposed of at an appropriate off-Site facility if it is a hazardous waste. If it can be

demonstrated that on-Site disposal of this material will not pose a threat due to volatile and

semi-volatile contaminants and that it would not be considered hazardous under RCRA, these

"hot spot" soils may be disposed of on-Site. EPA has not generated a volume estimate for

this material but does not expect that this area will require extensive excavation.

28. These PRPs state that the planned "hot spot" excavation could be performed in place

of, rather than in addition to, the current groundwater treatment system.

EPA Response: While EPA agrees that the proposed "hot spot" excavation may, hi fact,

benefit the cleanup of the groundwater at the Site, EPA cannot assume that this "hot spot"

excavation will make continued groundwater extraction and treatment unnecessary. In order

to evaluate the potential beneficial impacts on groundwater due to the "hot spot" excavation,

the remedy calls for the evaluation of the need for continued groundwater extraction and

treatment and/or expansion of the network of extraction wells at the conclusion of other

remedial action work and periodically thereafter.

29. These PRPs expressed disappointment that EPA did not choose to reevaluate and

revise the groundwater remedy for the Site. These PRPs contend that the "hot spot"

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excavation and future monitoring of groundwater can provide equivalent protection

with less disruption and at substantially lower cost.

EPA Response: Construction of the groundwater treatment facility has been completed; the

plant now operates as an automated or one-man operation and is not believed to be causing

any noise or other nuisance which may be considered a disruption to the community.

Regarding the cost of the groundwater remedy, the bulk of monies for the groundwater

remedy have already been expended in constructing the plant and EPA believes strongly that

continued operation of the now-completed plant is justified unless and until a periodic review

demonstrates that the plant may be shut down. The first periodic review should take place in

1997.

30. These PRPs contend that groundwater treatment at this Site is not necessary based

upon Massachusetts Contingency Plan guidelines, water quality standards, EPA's

Groundwater Protection Strategy, and risk.

EPA Response: Under the current regulatory framework, EPA continues to use the federal

classification for this aquifer which states that this is a potential future source of drinking

water. The Massachusetts Contingency Plan comprises the State's cleanup regulations, which

are not the determining guidelines for this decision. EPA believes that, if the aquifer is to be

considered a future drinking water source then, contrary to the contention by these PRPs, a

significant risk does exist since groundwater contaminant concentrations exceed drinking

water standards. As noted above, federal groundwater classification would still consider this

aquifer a potential future source of drinking water. One cannot conclude from the fact that

surface water samples did not contain contaminants exceeding water quality criteria that

groundwater does not require remediation. The surface water data were not collected to

determine the influence of groundwater discharge to Meadow Brook, and are insufficient to

do so. A more appropriate screening approach would be to compare groundwater

concentration data to water quality criteria to determine if there could be an impact from

groundwater discharge to the Brook.

31. These PRPs contend that the precipitation/filtration and catalytic oxidizer systems in

the current groundwater treatment plant are not necessary.

EPA Response: EPA has just recently begun operation of the groundwater treatment facility

and believes that it is premature to fully assess the efficacy of certain unit operations in the

treatment plant. EPA will, throughout the life of the groundwater treatment plant, endeavor

to optimize performance and implement cost-savings measures so long as overall

performance and protectiveness of the treatment plant is not compromised. The full network

of extraction wells planned as part of the design have yet to be installed; therefore, because

the characteristics of the influent to the plant may change upon completion of these wells, it

is premature to make major process changes in the plant. Furthermore, since use of the

plant may be necessary to treat water with varying influent characteristics generated during

other remedial activities, EPA further believes that it would be inappropriate to make major

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process changes at this time.

32. These PRPs requested additional explanation of the $19.2 million cost figure

presented for the ground water remedy at the Site.

EPA Response: In the fall of 1994, the US Army Corps of Engineers, on behalf of EPA,

awarded a "delivery order" to its TERC contractor for approximately $8.9 million for the

construction of the groundwater treatment facility and two years of operation. During

construction, that figure increased due to typical cost growth for this type of project and due

to changes made during construction. It is now estimated that the capital costs of the

treatment plant, all extraction wells, and the initial two years of operation will total

approximately $11 million. An additional $8.2 million figure represents an estimate of the

present value of an additional ten to twenty years of operation of this treatment plant at a

cost similar to that being spent for its current operation. This is the basis for the $19.2

million figure stated in the Proposed Amended Cleanup Plan.

33. These PRPs state that the current underground piping serving the groundwater

treatment facility may have to be reconfigured to accommodate the capping activities.

EPA Response: EPA does not see the connection between existing underground piping and

the capping remedy. Existing underground piping constructed as part of the groundwater

treatment remedy does not extend into any area expected to require excavation as part of the

ROD Amendment. Should existing well vaults lie in areas along the edges of the area to be

capped, the covers of these vaults can be raised to meet the new grade. This work will be

done as part of the capping remedy.

34. These PRPs propose that the groundwater remedy be re-evaluated at least semiannually and that the system be shut down if "its substantial costs do not provide

added protection."

EPA Response: In the ROD Amendment, EPA states that the groundwater remedy will be

re-evaluated at the completion of remedial action (expected in 1997) and again at each

periodic review (EPA must conduct such periodic reviews at least once every five years but

may, in its discretion, conduct reviews more frequently). EPA believes that semi-annual

evaluations will be too frequent since several rounds of quarterly groundwater monitoring

results will likely need to be reviewed hi order to make any determination regarding

suspension of groundwater treatment.

Comments by Mintz. Levin. Cohn. Ferris. Glovsky and Popeo. P.C. on behalf of

Grant Gear. Inc.

35. This PRP stated its general support for EPA's inclusion of beneficial re-use of the

- Site as a component of the amended remedy, but does not believe that the proposed

ROD Amendment will in fact permit re-use.

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EPA Response: EPA desires to assist in the beneficial reuse of contaminated properties.

However, beneficial reuse, while a desideratum, is not one the nine evaluation criteria for

remedy selection set forth in the National Contingency Plan (40 CFR Part 300.430(e)(9)(iii)).

Currently, there are no specific redevelopment plans for the property, so it is difficult to

assess the extent to which any proposed redevelopment might be coordinated with the

CERCLA remedy at the Site. Once EPA receives a specific redevelopment proposal, it will

work with the proponent in an effort to address the proponent's concerns while maintaining

the remedy's consistency with the NCP.

36. This PRP is concerned that the slope of the landfill may make it impossible for

anyone to build a structure on it.

EPA Response: The slope of the cap and cover to be installed as part of the remedy will be

appropriate to ensure that the remedy is protective, and that the cap and cover meet the

standards and specifications set forth in the ROD Amendment. However, EPA believes that

the resulting slopes will also be compatible with a variety of reuse options.

37. This PRP believes that the revised remedy's landfill design should incorporate a

subsurface utility grid. This grid would accommodate the water, sewer, electrical and

telephone needs of a future developer.

EPA Response: The subsurface utility grid contemplated by Grant Gear would add

significant expense to the remedy for the sole benefit of Grant Gear, and would diminish the

cost-effectiveness of the remedy. The costs of such extensive modifications to the Site

should be borne by either the Site owners or a prospective redeveloper. However, EPA

anticipates that the Site may be ultimately redeveloped, and that redevelopment may include

utility installation. Therefore, the Amended ROD provides that "clean corridors" may be

installed through the cap. These corridors would minimize the disturbance of contaminated

material during any future utility installation, thereby enhancing the overall protectiveness

and long-term effectiveness of the remedy.

38. This PRP notes that the remedy set forth in the Proposed Amended Cleanup Plan does

not meet the CERCLA statutory preference for treatment as a component of the

remedy.

EPA Response: Section 121(b)(l) of CERCLA states: "Remedial actions in which treatment

which permanently and significantly reduces the volume, toxicity or mobility of the

hazardous substances, pollutants and contaminants is a principal element, are to be preferred

over remedial actions not involving such treatment." This statutory preference is

incorporated into one of the nine evaluation criteria for remedy selection set forth in the NCP

at 40 CFR Part 300.430(e)(9)(iii). 40 CFR Part 300.430(e)(9)(iii)(D) requires evaluation of

remedial alternatives in terms of "reduction of toxicity, mobility or volume through

treatment."- In this ROD Amendment, EPA evaluated the amended selected remedy and

other alternatives according to all nine criteria. The amended selected remedy represents the

B-12
best balance of factors among the evaluation criteria among the alternatives evaluated.

39. This PRP believes that EPA should "take" the Grant Gear property and pay the

property owners just compensation. This PRP notes that this was suggested to EPA

hi comments on the 1989 ROD.

EPA Response: The remedial activities to be performed at the Site constitute a remediation

of the Grant Gear property, not a taking. A potentially responsible party is not entitled to

"just compensation" for property that is being returned to it in an unproved condition.

Grant Gear decided, of its own accord, to stop operating its business hi the building.

Considering this cessation of use, and the unanticipated expenses and limitations associated

with decontaminating the building and its contents, the presence of the building became an

obstacle to successful remediation at the Site. The present state of the building also is an

obstacle to redevelopment at the Site; demolition will actually enhance the prospects of

beneficial reuse of die property.

Grant Gear has expressly waived any claim that its property has been taken, or that it is

entitled to "just compensation." In a consent decree entered into between Grant Gear and the

United States, United States v. The Grant Gear Works. Inc.. et al. Grant Gear "agree[s]

neither to interfere with ... response actions nor to take actions ... inconsistent with any

response action selected by EPA and carried out by any person. [Grant Gear] recognize[s]

that the implementation of response actions ... may interfere with Settling Defendants' use of

the Trust Property and ... may interrupt normal operations.... [Grant Gear] agree[s],

pursuant to Paragraph 17 herein, not to assert claims against the United States or the

Hazardous Substances Superfund with respect to matters arising out of or relating to expenses

incurred or work performed pursuant to this Consent Decree, and not to seek any other

costs, or damages, including claims for business losses, property damages, takings or

condemnation of real property, or attorneys' fees from the United States arising out of

response activities at the Site." Consent decree at page 8, par. 5 (emphasis added). Also, at

page 19, par. 7, the consent decree provides: "In consideration of the United States'

covenants not to sue ... [Grant Gear] agree[s] not to assert any causes of action, claims, or

demands against the United States, or its contractors or employees, or the Hazardous

Substance Superfund with respect to matters arising out of or relating to expenses incurred or

payments made pursuant to this Consent Decree, or to seek any other costs, damages,

including claims for business losses or property damage, or attorneys' fees from the United

States or its contractors or employees, arising out of response activities at the Site."

(emphasis added). These waivers of claims and covenants by Grant Gear were for good

consideration, namely Grant Gear resolving its CERCLA liability to the United States.

Furthermore, these waivers and covenants broadly relate to "response activities," as opposed

to only that remedy specifically selected hi the 1989 ROD. In light of this language, Grant

Gear cannot seriously contend that the amended selected remedy in this ROD Amendment

somehow modifies or diminishes the effectiveness of its consent decree obligations. ~ "

B-13
40. This PRP states that EPA has not provided any valid reasons for changing the

remedy. Instead, the PRP states that the remedy change seems born of EPA's desire

to save money. EPA has been unsympathetic when private parties have suggested this

type of argument as a reason to modify a remedy. Now, when it suits EPA's

purposes, EPA uses this argument to its own advantage.

EPA Response: Both the Proposed Amended Cleanup Plan and this ROD Amendment

describe the considerable uncertainty regarding the efficacy and practicability of solvent

extraction for this Site. Furthermore, cost considerations are a valid component of the

remedy selection process. See NCP at 40 CFR Part 300.430(e)(9)(iii)(G), and 40 CFR Part

300.430(f)(l)(ii)(D). In some circumstances, PRPs seek to perform less expensive remedial

alternatives that would also provide less protectiveness or otherwise not attain remedial

objectives. In this instance, the less expensive amended selected remedy is also the

alternative that presents the best balance among the nine evaluation criteria, as explained in

the ROD Amendment.

41. This PRP questions the proposed remedy's excavation of the "hot spot" of VOCcontaminated soils. This PRP believes that placement of these soils on the Grant

Gear property would require compliance with RCRA Subtitle C, which it does not

believe EPA intends to do.

EPA Response: During the excavation of this "hot spot" material, it will be analyzed to

determine if it constitutes a RCRA waste. If it does, it will be disposed of off-Site. If it

does not, it may be relocated hi a portion of the Site under the cap, yet above the water

table. In either scenario, there will be no disposal of RCRA waste on-Site, so a RCRA

Subtitle C hazardous waste landfill is not required.

42. This PRP believes that the disposal of highly contaminated soils beneadi the cap will

require far greater reliance on institutional controls than was contemplated in the 1989

ROD. This will increase the costs and uncertainty to any party that odierwise may be

interested in redevelop ing the Site. Conversely, the property would have been much

more valuable to the Site owners and any redeveloper if the cleanup had progressed

according to the 1989 ROD.

EPA Response: Institutional controls were and remain an integral part of the remedy, as

originally selected in the 1989 ROD and as part of this ROD Amendment. The existing

institutional controls, recorded by Grant Gear pursuant to its settlement, are extremely strict,

since even the 1989 ROD would not have eliminated all existing subsurface PCB

contamination. See the Notice of Institutional Controls, attached to the consent decree

entered into between Grant Gear and die United States hi 1991, United States v. The Grant

Gear Works. Inc.. et al. at page 4, par. l.c (no disturbance of contaminated untreated soils

without EPA approval); at page 4, par. l.d (soils covering "disposal areas" not to be

disturbed absent EPA approval). These and other restrictions in the Notice of Institutional

Controls would apply to any activity at the Site even absent the ROD Amendment.

B-14
The Grant Gear building, in the 1989 ROD, was essentially a substitute for a cap of the soils

beneath it. Therefore, existing institutional controls bar, without EPA approval, digging,

drilling or excavation of the building floor (Notice of Institutional Controls, page 5, par.

l.e), and require prior approval of any excavation of the floor beyond a depth of six inches

or a volume of 12 cubic inches (id. page 6, par. 2.a). Thus, if the Grant Gear building

would have been demolished as part of a redevelopment scheme prior to this ROD

Amendment, the existing institutional controls would have been at least as onerous for Site

activities as any institutional controls under the ROD Amendment, and perhaps more so,

since under the 1989 ROD no cap would have covered the soils beneath the building

footprint.

EPA does not owe any property owner a duty to maximize the post-cleanup value of the

property to the owner. To the contrary, settlements with property owners typically attempt

to recapture, as cost recovery, the value added by the cleanup so that a property owner does

not obtain a "windfall" from a government-funded remediation. Moreover, there is no

evidence that the property would have been more valuable under the 1989 ROD. By

removing the outmoded Grant Gear building and placing the cap and cover over

contaminated portions of the property, the amended selected remedy arguably makes the

property more valuable to a developer.

43. This PRP believes that the ROD Amendment fundamentally changes the conditions

upon which Grant Gear entered into settlement with the United States in 1991.

Specifically, the PRP states that the ROD Amendment now deprives Grant Gear of

the value of machinery and equipment that was to have been decontaminated under

the 1989 ROD, and the ROD Amendment, by capping contamination rather than

treating it, further reduces the value of the Grant Gear property.

EPA Response: The consent decree entered into between the United States and Grant Gear

did not contemplate, nor does it depend on, a particular remedy being selected. Although

the recitals in the consent decree refer to the 1989 ROD (consent decree at page 2.), the

decree clearly envisioned the possibility of additional or amended RODs. See, for example,

consent decree at page 7, par. 4.a, (access granted for "the response action selected by EPA

in the ROD or any subsequent remedy selected by EPA for the Site or any addition^] wprl^

deemed necessary by EPA to meet the objectives of any ROD"); page 7, par. 4.c (for "any

removal action"); page 7, par.4.g (assessing need for "additional response actions"); page 8,

par.5 ("Nothing in this Consent Decree shall in any manner restrict or limit the nature or

scope of response actions which may be taken by EPA in fulfilling its responsibilities under

federal and state law.") Considering the explicit language of the consent decree to which it

willingly assented, Grant Gear now cannot claim to have acted in detrimental reliance upon

the 1989 ROD.

As stated in the response to Comment No. 42 above, EPA does not owe any property owner

a duty to maximize the post-cleanup value of the property to the owner. Modifications made

to the building remedy pursuant to this ROD Amendment are consistent with the NCP,

B-15
irrespective of whatever financial impact they may or may not have on Grant Gear, a

potentially responsible party at the Site. However, the commenter seems to ignore the value

of faster completion of die remedy to Grant Gear's redevelopment possibilities.

Finally, to any extent mat the ROD Amendment may diminish Grant Gear's property value,

it has explicitly waived any claim for such "loss of value." See also the response to

Comment No. 39, above.

Part IV - Comments by Other Interested Parties

44. A consultant involved in the redevelopment of contaminated sites expressed support

for the Proposed Amended Cleanup Plan as one mat makes the Site more amenable to

development. However, this commenter raised several technical issues relative to the

remedy and its impact on redevelopment: (1) the Grant Gear building slab to be left

in place and capped over may present some difficulties for future development as

some intrusions into this area or removal of portions of this slab may be necessary in

the future; (2) the "phase B" groundwater extraction wells planned under the

groundwater remediation may need to be relocated so mat they are not within the

footprint of a new structure; and, (3) it would be most beneficial to all parties if

construction efforts relative to redevelopment were coordinated with cleanup efforts.

EPA Response: First, the amended plan will not prohibit future excavation into the capped

area covering the slab (or orner capped areas) nor will it preclude future removal of portions

of the slab. This work, however, is not considered widiin the scope of the cleanup. Second,

as discussed hi the ROD amendment, at the conclusion of other remedial construction

activities, the need to install die "phase B" wells will be re-evaluated. In the event that it is

decided to proceed with installation of diese extraction wells, efforts will be made to locate

these wells so as not to interfere with new or planned structures. Third, EPA supports the

concept of coordinated efforts between cleanup and development and will support efforts to

achieve this goal, so long as die remedy remains protective.

B-16
ATTACHMENT C

RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

COMMONWEALTH OF MASSACHUSETTS

DECLARATION OF CONCURRENCE LETTER
COMMONWEALTH OF MASSACHUSETTS 5", /, /

EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS

DEPARTMENT OF ENVIRONMENTAL PROTECTION

ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500

WILLIAM F. WELD TRUDY COXE

Governor Secretary

ARGEO PAUL CELLUCCI DAVID B. STRUHS

Lt. Governor Commissioner

May 16, 1996

Ms. Linda Murphy, Director

Office of Site Remediation and Restoration

U.S. Environmental Protection Agency

J.F.K. Building

Boston, MA 02203

Re: Concurrence with the ROD

Amendment for the Norwood PCB

Superfund site.

Dear Ms. Murphy:

The Department of Environmental Protection (Department) has reviewed the amended selected

remedy recommended by the U.S. EPA for the Norwood PCB Superfund site located in

Norwood, Massachusetts. Based on this review, the Department concurs with the amended

selected remedy. The Department deems the amended remedy to be adequately regulated for

purposes of compliance with 310 CMR 40.0000, the Massachusetts Contingency Plan.

Although the major portion of the amended selected remedy, consolidation and capping, will not

reduce the contaminant levels, it will achieve acceptable risk reduction by eliminating the

exposure pathway. The exposure assumptions underlying the amended selected remedy will be

maintained by the development of activity and use limitations. Because contamination is not

being reduced in this remedy, where practicable, EPA's five year review process should include

consideration of a more permanent remedy which may become available in the future.

The remedy as amended for the Norwood PCB Superfund site includes the following components:

Demolition of the Grant Gear building;

Removal and off-site disposal of sediments and sludge from drainage system manholes,

encapsulation of the drainage system;

Consolidation of contaminated soil, and soil and sediment from Meadow Brook, onto a

portion of the Grant Gear property;

Printed on Recycled Paper
ROD Amendment

Concurrence

Restoration of Meadow Brook consistent with the Town's flood control project;

Removal of a "hot spot" of contamination below the water table;

Covering of the most heavily contaminated areas of the Grant Gear property with an

asphalt cap and covering of the other property area with clean fill material;

Establishment of activity and use restrictions to maintain the exposure assumptions

underlying the remedy, and to protect the integrity of the remedy;

Periodic ground water monitoring to assess performance and protectiveness of the remedy;

Inspections and maintenance of the cap & cover; and

Continued on-site ground water extraction and treatment.

The remedial action selected in the 1989 Record of Decision consisted of treatment of

contaminated soils via Solvent Extraction, ground water extraction and treatment, dredging and

restoration of the Meadow Brook, implementation of institutional controls, and decontamination

of the Grant Gear Building. This amended selected remedy does not change the groundwater

portion of the original remedy, except that removal of the "hot spot" of contamination will likely

remove a source of downgradient groundwater contamination.

The Department looks forward to working with the Environmental Protection Agency in

implementing the amended selected remedy. If you have any questions or require additional

information, please contact Martin J. Home, Project Manager, at (617) 292-5716.

Very truly yours,

'"^

> lJ

James C. Colman

Assistant Commissioner

Bureau of Waste Site Cleanup

cc: Richard Chalpin, DEP NERO
ATTACHMENT D

RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

OFFICIAL PUBLIC HEARING TRANSCRIPT

MARCH 6, 1996
/ e

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY

John F.

Boston,

Region I

Kennedy Federal Building

Massachusetts 02203-0001

NORWOOD PCB SUPERFUND SITE

Proposed Amended Cleanup Plan

,

PUBLIC MEETING AND HEARING

Norwood Tall Hall

Norwood, Massachusetts

Public

Public

Wednesday,

Meeting: 6

Hearing: 7

Mar c

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Dan Coughlin,

Superfund

Chief, EPA

Section

Massachusetts

Bob Cianciarulo, EPA Remedial Project Manager

Martin Horne, Massachusetts Department of

Environmental Protection Project Manager

Major Brian Baker, US

Project Manager

Brian Rohan, EPA Case

Corrinne Van Alstine,

Coordi nator

Army Corps Engineers

Attorney

EPA Community Involvement

EATON COURT REPORTING SERVICES

Nancy L. Eaton, RPR, RMR, RDR

Guarding the Record Since 1966

Two Oliver Street, Eleventh Floor

Boston, MA 02109

617-338-7333
1 PROCEEDING S

2 MR. COUGHLIN: I first have a short

3 statement to make to get into the record, and

4 then we will kick off this evening's public

5 hearing.

6 My name is Dan Coughlin.. I —am Chief of

7 the Massachusetts Superfund Section at the EPA

^ ^>»« ~ ~"

8 in Boston. I welcome you to the public hearing

9 on the amended proposed plan for the Norwood

10 PCB Superfund Cleanup.

11 With me tonight is Bob Cianciarulo, the

12 Remedial Project Manager for the EPA. He's

13 right down front. He's making a presentation

14 tonight. Also we have with us tonight Martin

15 Home from the Mass. DEP and several other

16 folks all representing the agencies as well as

17 the Department of Justice.

18 Now the purpose of tonight's hearing is

19 to give the public an opportunity to comment on

20 the EPA's proposed ammended cleanup strategy.

21 We will be recording your comments, as you can

22 see, this evening, and we will produce a

23 printed transcript which will be part of the

24 administrative records and used by the EPA to
1 make a final rememdy decision.

2 If you wish to buy a copy of the

3 transcript, you may make arrangements directly

4 with the transcription service, and we have

5 sheets up back available for you to get that

6 address. ,. -

7 As I previously stated, if you wish to

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8 make a comment tonight, would you please pick

9 up an index card, fill it out, and return it to

10 Corrine back there so that we can make sure

11 that your name and affiliation, et cetera, is

12 entered into the record correctly, and I will

13 call on everyone in the order in which you have

14 submitted the cards.

15 We typically reserve the right to limit

16 peoples' comments to ten minutes. We usually

17 have a large crowd when we do that, so I'm

18 probably not going to do that but I ask you to

19 be brief. If you think it's going to be a long

20 comment, please try to summarize it, and give

21 it to us in writing, the entire text, and you

22 should submit it to us within the comment

2 3 period.

24 Hopefully over the past hour, you had an
1 opportunity to talk to all of us, to look at

2 our posters and have an appreciation of what we

3 are proposing to do, and hopefully we addressed

4 most of your questions.

5 I should make it clear to people that we

6 will not be answering questions during the

7 public hearing portion of this meeting

,*>-,

8 tonight. We will be, rather, answering those

9 questions in the responsiveness summary which

10 will be issued with the proposed amended

11 cleanup plan or the ammended record decision at

12 a later date, but all questions and comments

13 will be addressed in that order.

14 In addition to tonight's hearing, you

15 may also submit written comments to the

16 agency. You should do so by the end of the

17 comment period, which ends on March 22, 1996.

18 The address for submitting those comments is in

19 the proposed plans which I think copies are

20 available up back. I think perhaps you all

21 have copies, but if you don't, you can get them

22 up back, and I think there's also an E-mail

23 address up there, too.

24 Finally let me remind you that there are
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copies of the administrative record at the

Morrill Memorial Library in Norwood and also

at the EPA's Record Center in Boston and all

are welcome to review the materials at either

of those spots at your convenience during the

normal business hours. _. -

I guess we did leave one thing out.

,**~

Before we get into the comments, Bob will give

you a very quick overview of the.minutes of the

proposed plans, and then I will start taking

comments. Any questions on how we are going to

proceed?

If not, Bob, why don't you do your

talk. Let me say thank you for coming. It's

not a great night to be out, and I appreciate

having you here tonight.

MR. CIANCIARULO: Thank you, Dan. I

want to give you a quick overview of the

proposed amendment. Hopefully you all had

a chance to look at the plan that was mailed

to everybody on the mailing list for this

site .

For those of you not familiar with the

cleanup, the project is basically divided into
1 three major phases: One, the cleanup of ground

2 water underlying the site; the cleanup of the

3 Grant Gear Building, and the major part of the

4 cleanup, the cleanup of the soil and the

5 sediments at the site.

6 If you recall back in August of 1995,

7 EPA published a facts sheet, and we had two

,*>-. • •-- -

8 public meetings to basically get the public's

9 feedback on an idea of the amended cleanup plan

10 which involved capping of the soils as a major

11 component versus the treatment of the soils,

12 which was originally selected as a remedy in

13 1989 .

14 This current proposed amended cleanup

15 plan basically embodies that same approach we

16 presented to you in August. In general, this

17 plan calls for the demolition of the Grant Gear

18 Building; the consolidation of contaminated

19 soil from the Grant Gear and adjacent

20 properties and soil sentiments from Meadow

21 Brook onto a portion of the Grant Gear

22 property, the removal of a hot spot of organic

23 contamination located below the water table in

24 the Western portion of the Grant Gear property,
1 then covering of the most heavily contaminated

2 areas of the Grant Gear property with an

3 asphalt cap, and covering other less

4 contaminated areas with clean fill.

5 The plan would also call for regular

6 inspections, monitoring and repairing, if

7 necessary, the cap in the regular ground water

,*>~ •-- •

8 monitoring and also calls for continued ground

9 water extraction and treatment.

10 The ground water treatment plant at the

11 site was completed in early 1996 -- late 1995,

12 early 1996. It is currently in operation

13 extracting and treating ground water under the

14 site.

1'5 The amended plan also does change some

16 cleanup levels at the site. These changes were

17 made based on risk assessment methods and other

18 information which basically has been improved

19 and refined since those activities were done in

20 1989 when the original risk assessment was done

21 However, the cleanup level for

22 sentiments in Meadow Brook has not changed,

23 and, consequently, the general cleanup level

24 relative to Meadow Brook itself remains
1 consistent with the -- remains unchanged from

2 the 1989 plan.

3 One of the outcomes of the August 1995

4 meeting was a strong message from local

5 residents, a small area north of Meadow Brook,

6 is that they wanted to take a. second look at

7 soil contamination in that area which we had

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8 slated for excavation.

9 Based on this feedback, we went and took

10 an additional round of samples, and also again

11 as we looked at cleanup levels for the site in

12 general, we looked at the appropriateness of

13 the cleanup levels in that area.

14 Basically based on this new data and the

15 existing data that was already collected from

16 . that area, it's been determined that the levels

17 of contamination in this area do not pose an

18 unacceptable risk to human health and

19 environment, and, therefore, in this current

20 proposal, no action will be taken in that

21 residential area.

22 EPA is recommending this amended cleanup

23 plan today. The major component of this which

24 is consolidation and capping of the contaminated
1 soils because we believe the plan is protective

2 of human health and environment, technically

3 reliable, easily implementible, can be completed

4 in a relatively short time frame and in a

5 cost-effective manner.

6 EPA no longer bel ieves. .that-the

7 treatment alternatives selected in 1989,

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8 solvents extraction or the contingency remedy

9 selected in 1989 and the on-site incineration,

10 are implimentable or cost-effective for this

11 site.

12 Furthermore, based upon the fact that

13 that site is to be reused for commercial and/or

14 for industrial purposes in the future -- just

15 as a note there is also a note attached to the

16 deed for this property that prohibits the

17 development of this land for residential use,

18 so that is clearly ruled out. The proposed

19 amended cleanup plan appears to be the choice

20 best suited to the expected future use of this

21 property.

22 Again, I encourage you to refer back

23 to the February 1996 Proposed Amended Cleanup

24 Plan for more information. I'm just trying to
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give you a quick overview here. We look forward

to receiving your input here both tonight and

again in writing prior to the end of the

comment period on March the 22nd. Thank you.

MR. COUGHLIN: Okay. I'm going to ask

for comments. We ask that you. come up to the

microphone and speak very clearly into the

,*,-. -" •

microphone, if you would, and state your name

clearly so once again we are correct in the

record.

And the first comment is from Gary Lee,

selectman from the town of Norwood.

COMMENT ONE: Thank you, Mr. Coughlin,

Mr. Gianciarulo. My name is Gary Lee,

selectman from the town of Norwood. Seeing

that this is still a public comment period, I

have two questions I would like addressed in

writing and have you get back to us through

the board, so we can get back to our neighbors

and constituants.

By way of background, first of all, I

think we all remember too well that Senator

Kennedy gave his comments 13 years ago about

the threat of PCBs in the environment.
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As far back as '89, we sat down in

Boston with the EPA and Senator Kennedy and

others at which time they still continued to

tell us what a threat the PCBs were in the town

of Norwood.

One of the problems tha.t peeple continue

to have and the board's having in getting back

f 4***m ' ' ••-•" '

to the people is that as far as three, four

years ago when I was involved in this board,

we were still told of the serious threat PCBs

were to the environment, and they were so

concerned about it that the only way to treat

it was to excavate the soil, treat it and get

it off the site.

Now there's a change of feeling because

of the lack of funds in the EPA Superfund

account. You're now telling us, and we are

being lead to believe, it's all right just to

dig it up, pave it over, cap it, and that's it.

I think some people, including myself, are

having a tough time understanding that. The

message has been that it was such a threat over

the years, so why is it okay now to dig it up

and to cap it? I think I need that addressed
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1 for my education so that we can get back to the

2 people.

3 The second part of the question I would

4 like to see addressed is, I think as the people

5 take a look at these maps, we are concerned

6 about when you say cap it over., are we going to

7 be inheriting a large section of concrete cap

f 1fj*m. ' ' ~"

8 or asphalt cap, such as three or four years

9 from now are we going to have an overgrowth

10 cap? Who is going to maintain it? Who is

11 going to keep it? Is that a site that is going

12 to be able to be sold on the subsequent market

13 or is the town of Norwood going to inherit such

14 an eyesore? Again, any written response given

15 about that will help us, and I appreciate your

16 time. Thank you.

17 MR. COUGHLIN: Rose Foley, please.

18 COMMENT TWO: As Mr. Lee has stated,

19 this has been going on for 13 years, and I do

20 own a piece of property that abuts the Grant

21 Gear works. I'm there every day. I worked

22 there every day.

23 For years off and on, there has been a

24 lot going on but not on a constant basis. For
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13 years I would like to know, do you have a

figure of how much was spent to date at this

time? I, as a taxpayer, would be interested in

that, and how much is going to be recooped from

whatever damage there is from this land? Thank

you.

MR. COUGHLIN: Thank you. David Wright.

f 4>-**m ' •-*•-•

COMMENT THREE: Thank you, Mr. Coughlin.

For the record, my name is David B. Wright.

I'm the Director of Project Development for the

firm of Caswell, Eichler & Hill, and my role

within the firm is to account for the

development of property that is contaminated on

behalf of the clients.

In the interest of doing that, I would

like to state for the record that I support the

amended plan as is presented. I think it is

still a difficult site to develop. It is a

costly site to develop, but this amendment

needs to allow some possibility of being

developed as long as we can keep it within the

market costs that would derive those decisions.

We are trying to assess that now in this

process, and we came here tonight to hear and
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1 talk about some details of the site. I will

2 have a couple technical comments I would like

3 to make into the record generally now and maybe

4 follow-up with a more detailed letter in a

5 letter form once we have finalized a rough plan

6 for the site-. .. -

7 First of all, the slab, as is being

,*~ - -- •

8 maintained, poses some difficulties for

9 redevelopment because you may not have a

10 building exactly on that site in the same exact

11 location, and that will require some, perhaps,

12 frostwalls or other types of new foundation to

13 be added that have to be put in, perhaps in the

14 middle of that slab in some fashion, or perhaps

15 part of that slab might be removed for things

16 like utility poles that are very shallow or

17 vaults that are used for plumbing, heating and

18 whatsoever so that it is easy to relocate a

19 piece of equipment where things are stored and

20 also you don't have to dig underground, you

21 know, something of that sort that we don't want

22 to do once the.cap is put in place.

23 The Phase IB wells are the new wells,

24 the recovery wells, that are being proposed in
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1 the market may also have to be relocated if

2 this project is to go forward, slightly north

3 or slightly south in relation to where we won't

4 be contaminating the wells in the next

5 building, and we can pump it out for

6 maintenance and other things and jjust as we

7 had for everything involved. That is something

> t^^m ••--- •

8 that we would like to enter into the record.

9 We are not quite sure where they should be,

10 but it would not be too much off from where

11 they are working right now.

12 And finally the excavation of the

13 foundation, if they are going to be done, time

14 is everything in a commercial development. You

15 are going to have crews working on the site. It

16 would probably be best to have the same contractor

17 if possible, excavate that trench for frostwalls,

18 perhaps in building, and we would probably pay

19 that cost or share it or whatever.

20 But basically I think that ought to be

21 done and considered into the scheduling of the

22 development so that we can expeditiously get

23 into the property afterwards, and you can have

24 OSHA-trained people on site, so we can have all
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1 the contractors monitored unless this seems to

2 be a logistical problem. And you can do that

3 as a separate contract with the same contractor,

4 so we can avoid some of the federal procurement

5 problems.

6 It might be an option or we_pay for a

7 change order that you had issued as paying the

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8 difference. That is a suggestion we would like

9 to pose in the record. Whether that can be

10 done ... But again generally we support this

11 concept.

12 It's a pleasure to have a chance to come

13 up and say good things about an EPA proposal.

14 In my whole career, I seem to be on the other

15 side, and it's been very difficult for the EPA

16 and for us because of the law. I think it is a

17 fresh, good wind blowing in the right direction.

18 And perhaps the town will come out with a site

19 that is developed that will make sense for them,

20 and the EPA will have a success story here for

21 their headquarters. And that's the conclusion

22 of my comment.

23 MR. COUGHLIN: Thank you. Stan Wasil.

24 COMMENT FOUR: Stan Wasil. I represent
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that district, District 7, and I, like a lot of

people here, want to see this thing come to an

end, and it's not going to come to an end if we

just keep changing plans all the time. We've

done it now for 20 years, and I think now that

you've done some cleaning up, I b ej. i e v e - - I

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feel very positive of this.

, *-« • •**•-

I think we should now start to knock

that building down and hardtop it.

Furthermore, I would like to see that brook

cleaned up. That's very important because if

there is a big flood and it backs up, it backs

up into the storm drains and in some cases into

the houses, and we don't want PCBs traveling

around town. So that's my comment there.

I have another comment. I am very much

concerned that the town is hurting for new

development. That's one. It should be moved

along. Also the Stop & Shop right in back

there. That is sitting there, too, and it

should not be, and I hope it is not going to be

sitting around long.

So many people want to see that

developed. It's a prime piece of property.
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1 And that's my comment. I want to see this

2 whole thing start to come to an end. I think

3 we have overdone it. Thank you.

4 MR. COUGHLIN: Thank you. Well, those

5 are all the cards I have. Is there anybody

6 else who would like to make a statement for the

T«

7 record? We certainly urge you to do so.

f **•• • --- • 8 If not, we would also encourage you to

9 submit written comments to us. The written

10 address is on the proposed plan. As I said,

11 the comment period ends on the 22nd of March,

12 and if you have any comments, please feel free

13 to send them in. We will issue our final

14 decision.

15 Again, I want to thank you all for

16 coming out tonight, and I appreciate you coming

17 here in the bad weather. And with that, I think

18 we will close the public hearing for this site.

19 As you know, during the first hour, we

20 invited you up to look at the posters, and we

21 discussed questions with you. We welcome you

22 to stay around and talk with us, if you like.

23 (The hearing was concluded at 8:00 p.m.)

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CERTIFICATE

COMMONWEALTH OF MASSCHUSETTS

PLYMOUTH, SS.

I, Michelle J. Madden, Certified

.•

Shorthand Reporter, do hereby certify that the

f *"•**£ "* ' foregoing record, Pages 2 through 18, is a

complete, accurate and true transcription of my

stenographic notes taken in the aforementioned

matter to the best of my skills and ability.

Michelle U. Madden, CSR

Certified Shorthand Reporter
ATTACHMENT E

RECORD OF DECISION AMENDMENT

NORWOOD PCB SUPERFUND SITE

REGIONAL ADMINISTRATOR'S FINDINGS AND WAIVERS

UNDER REGULATIONS OF THE TOXIC SUBSTANCES CONTROL ACT

On or about this 17th day of May, 1996, the Director of the Office of Site Remediation and

Restoration is approving a ROD Amendment for the Norwood PCB Site in Norwood, MA.

Like the remedy selected hi the original Record of Decision for the Site, signed September

29, 1989, the amended remedy selected in the ROD Amendment will result in a chemical

waste landfill subject to regulations promulgated under the Toxic Substances Control Act.

However, as set forth in 40 CFR 761.75(c)(4), certain regulatory requirements for chemical

waste landfills may be waived in the discretion of the Regional Administrator if the Regional

Administrator finds that such requirements are not necessary to protect against an

unreasonable risk of injury to health and the environment. This waiver may be exercised

only by the Regional Administrator.

The ROD Amendment waives the following four requirements for chemical waste landfills;

(i) that chemical waste landfills be constructed only hi certain low permeability clay

conditions (40 C.F.R. § 761.75 (b)(l)); (ii) that a synthetic membrane liner be used at the

Site (40 C.F.R. § 761.75(b)(2)); (iii) that the bottom of the landfill be 50 feet above the

historic high water table (40 C.F.R. § 761.75(b)(3)), and (iv) that specific leachate

monitoring/collection systems be employed. The reasons for waiving these requirements are

set forth in Section XI of the ROD Amendment, Statutory Determinations.

The factors discussed hi Section XI of the ROD Amendment ensure that there will be no

unreasonable risk of injury to health or the environment if the four TSCA chemical waste

landfill requirements specified above are waived. Considering this information, I hereby

exercise the waiver authority contained hi the TSCA regulations at 40 C.F.R. § 761.75(c)(4),

with respect to these four requirements.

Art- Patricia Meaney Date

Acting Regional Administrator

U.S. Environmental Protection

Agency - Region I

JFK Federal Building

Boston, MA 02203-2211