EPA Superfund
      Record of Decision:
       Naval Weapons Station
       (O.U. 2), Yorktown, VA
       9/29/1995
                                PB95-963925
                                EPA/ROD/R03-95/217
                                May 1996

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             Final
       Record of Decision
           Site 16 and
     Site Screening Area 16
     (Operable Unit No. II)
Naval Weapons Station Yorktown
       Yorktown, Virginia
          September 1995

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                            TABLE OF CONTENTS

                                                                         Page


LIST OF ACRONYMS AND ABBREVIATIONS	iv

DECLARATION FOR THE RECORD OF
      DECISION REMEDIAL ALTERNATIVE SELECTION	v
      Site Name and Location	v
      Statement of Basis and Purpose	v
      Description of the Selected Remedy	v
      Declaration Statement	v

DECISION SUMMARY	1-1
      1.0    Introduction	 1-1
      2.0    Site Name, Location and Description 	2-1
      3.0    Site History and Enforcement Activities	3-1
      4.0    Highlights of Community Participation 	4-1
      5.0    Scope and Role of the Response Action	5-1
      6.0    Site Characteristics  	6-1
      7.0    Summary of Site Risks  	7-1
      8.0    Description of the No Further Remedial Action Decision with Institutional
             Controls                                                      8-1
      9.0    Explanation of Significant Changes 	9-1

RESPONSIVENESS SUMMARY	 10-1
      10.1   Background on Community Involvement	 10-1

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                                  LIST OF TABLES
 7-1     Summary of Contaminants of Potential Concern Evaluated in the
        Human Health Risk Assessment
 7-2     Summary of Maximum ICR and HI Values Calculated in the Human
        Health Risk Assessment
 7-3     Summary of Contaminants of Potential Concern Evaluated in the Ecological
        Risk Assessment
 8-1     Summary of Criteria and Risk-Based Values Applicable to the Groundwater
        COPCs
 8-2     Summary of Information Used to Evaluate Areas of Concern with Respect to
        the Ecological Risk Assessment
                                 LIST OF FIGURES

2-1    Location of Naval Weapons Station Yorktown
2-2    Site Map-Site 16/SSA 16

3-1    Round One RI Sampling Locations
3-2    Removal Action Sampling Locations
3-3    Round Two RI Sampling Locations
3-4    Positive Detections of Organic Compounds in Surface Soil
3-5    Positive Detections of Select Inorganic Analytes in Surface Soil
3-6    Positive Detections of Select Inorganic Analytes in Subsurface Soil
3-7    Positive Detections of Organic Compounds in Groundwater
3-8    Positive Detections of Select Inorganic Analytes in Groundwater
3-9    Positive Detections of Select Inorganic Analytes in Surface Water
3-10   Positive Detections of Organic Compounds in Sediment
3-11   Positive Detections of Select Inorganic Analytes in Sediment
APPENDICES

A     Transcript of Public Meeting - August 23,1995
B     Response to Comments Received During the Public Comment Period
                                         in

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                   LIST OF ACRONYMS AND ABBREVIATIONS
ARAR

CERCLA

COPC

DoN

FFA
FS

ffl

ICR

MCL
mg/kg
MI

NCP
NPL

OU

PCBs
PMCL
ppm
PRAP

QI

RCRA
RI
ROD

SSA
SVOC

TNT
USEPA

VOC

WPNSTA
 Applicable or Relevant and Appropriate Requirement

 Comprehensive Environmental Response, Compensation, and Liability Act
 of 1980, as amended, 42 U.S.C. §§9601-9657
 contaminant of potential concern

 Department of the Navy

 Federal Facilities Agreement
 Feasibility Study

 hazard index

 incremental cancer risk

 Maximum Contaminant Level
 milligram per kilogram
 Mobility Index

 National Contingency Plan, 40 C.F.R. Part 300
 National Priorities List 42 U.S.C. §9605

 Operable Unit

 polychlorinated biphenyls
 Primary Maximum Contaminant Level (Virginia)
 parts per million
 Proposed Remedial Action Plan 42 U.S.C. §9617

 quotient index

 Resource Conservation and Recovery Act
 Remedial Investigation
 Record of Decision 42 U.S.C. §9617

 site screening area
 semivolatile organic compound

 trinitrotoluene

 micrograms per kilogram
 micrograms per liter
 United States Environmental Protection Agency

 volatile organic compound

Naval Weapons Station
                                       IV

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                                 DECLARATION FOR THE RECORD OF
                          DECISION REMEDIAL ALTERNATIVE SELECTION
 Site Name and Location
 Operable Unit No. II
 Site 16 (West Road Landfill) and Site Screening Area 16 (Building 402 Metal Disposal Area and Environs)
 Naval Weapons Station Yorktown
 Yorktown, Virginia

 Statement of Basis and Purpose

 This decision document presents a determination that the No Further Remedial Action Decision with Institutional Controls
 is sufficient to protect human health and the environment for Operable Unit No. II (OU II), Site 16, the West Road Landfill;
 and Site Screening Area (SSA) 16, the Building 402 Metal Disposal Area at the Naval Weapons Station (WPNSTA)
 Yorktown (Site 16/SSA 16).  This determination has been made in accordance with the Comprehensive Environmental
 Response, Compensation, and Liability Act of 1980 as amended (CERCLA) and, to the extent applicable the National
 Contingency Plan (NCP). This decision has been based upon documents contained in the administrative record file for
 Site 16/SSA 16.

 The Department of the Navy (DoN) has obtained concurrence from the Commonwealth of Virginia and the United States
 Environmental Protection Agency  (USEPA), Region III,  on the selected No Further .Remedial Action Decision with
 Institutional Controls.

 Description of the Selected Remedy *

 The selected remedy for Site 16/SSA 16 is the No Further Remedial Action Decision with Institutional Controls.
 Site 16/SSA 16 has been designated as OU II.  The No Further Remedial Action with Institutional Controls for OU II is
 the final action for Site 16/SSA 16.  A Removal Action conducted by DoN under 42 U.S.C. § 9604 which included the
 removal of identified surficial waste material was conducted in 1994. This previous action mitigated the existing potential
 for human health risks and ecological effects associated with the source of contamination.

 The selected remedy involves no additional remedial actions to take place at the Site, including long-term monitoring or
 sampling.   The remedy includes institutional  controls, specifically land-use restrictions and aquifer-use restrictions.
 Although risk levels at Site 16/SSA 16 under the future child resident scenario are within the generally accepted risk range,
 institutional controls have been included as a conservative measure. The land-use restrictions will be established to restrict
 future land development of Site 16/SSA 16 area for residential purposes. Aquifer-use restrictions will be implemented to
 disallow the placement of potable supply wells within the site area. These institutional controls will be established and
 maintained through the WPNSTA Yorktown's Master Plan.  The institutional controls will be utilized to insure that future
 residential use of the area will be controlled by the DoN.  The rationale for selecting this remedy was based on the results
 of the Round One and Round Two Remedial Investigations (RIs) for  Site 16/SSA 16, baseline human health and ecological
 risk assessments, and confirmation  sample results from the 1994 Removal Action.  The RIs addressed all media at Site
 16/SSA 16.

 Declaration Statement

 No further remedial actions with the exception of institutional controls are necessary at Site 16/SSA 16 to ensure protection
 of human health and the environment  Contaminant levels detected in the media at Site 16/SSA 16 were found to present
 no significant threat to human health or the environment with respect to current exposure scenarios.  The institutional
 controls included under the selected alternative will ensure the protection of human health and the environment with respect
 to future potential exposure scenarios:  A five year review under 42 U.S.C.  § 962 l(c) will not be required for OU II under
the selected alternative since identified site contaminants of concern, which are present at the Site above health-based
 levels, have been determined to be within the concentration range of naturally-occurring background concentrations of
 inorganics foynd at, WPNSTA Yor:
                                                                          £7
__ ___
Signature (Commanding Officer Naval Weapons Station)                   Date
Thomas C. Voltaggio. Director/      /   )    .s'                       Date
Hazardous Wasre'Managcmeni Divjafon   t—-^
USEPA - Reeion III         ^^

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                    tl-H  KtU J tlWriL)
                               DECISION SUMMARY
1.0    Introduction
On October 15,1992 WPNSTA Yorktown was placed on CERCLA's National Priorities List (NPL).
As a result, the DoN  has been appointed the lead agency for CERCLA actions at WPNSTA
Yorktown. The USEPA, Region III and the Commonwealth of Virginia also have authority at
WPNSTA Yorktown; however, their roles are as support agencies.  The USEPA, Region III, the
Commonwealth of Virginia, and the DoN have recently finalized a Federal Facilities Agreement
(FFA) for WPNSTA Yorktown; The primary purpose of the FFA is to ensure that the environmental
impacts associated with past disposal activities at WPNSTA Yorktown are thoroughly investigated,
and that appropriate CERCLA and Resource Conservation and Recovery Act (RCRA) corrective
action alternatives are developed to protect human health and the environment.

An RI was conducted for the area known as Site 16, the West Road Landfill, and SSA 16, the
Building 402 Metal Disposal Area and Environs (i.e.,  Site 16/SSA  16). The FS,  which normally
follows the RI, was not performed at Site 16/SSA 16, since no unacceptable risk to human health
or the environment was present at the Site under the current and  predicted future land use for
WPNSTA Yorktown (i.e., industrial).  A Proposed Remedial Action Plan (PRAP) has been prepared
for Site 16/SSA 16 to document the decision for aNo Further Remedial Action Alternative. Based
on comments received from the USEPA Region III, institutional controls have been added to the
selected alternative for Site 16/SSA 16.

A CERCLA remedial action is often divided into Operable Units. As defined in the NCP 40 C.F.R.
§300.5, an "Operable Unit means a discrete action that comprises an incremental step toward
comprehensively addressing site problems.  This discrete portion of a remedial response manages
migration or eliminates or mitigates a release, threat of release or pathway of exposure. The cleanup
of a  site can be divided into a number of operable units, depending on the complexity of the
problems associated with the site. Operable units may address geographical portions of a site,
specific site problems or initial phases of an action, or may consist of any set of actions performed
over time or any actions that are concurrent but located in different parts of a site."
                                         1-1

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MflY-02-1996  13=19          EPA REG  3 HUIMD                                                P. 03/04


           This Record of Decision (ROD) for Site 16/SSA 16 as OU II has been prepared to present the
           rationale for the No Further Remedial Action Decision with Institutional Controls. This document
           is a compilation of key information that may be found in greater detail in the Round Two Remedial
           Investigation Report, and in oiher documents contained in the administrative record. The ROD has
           been prepared to summarize the remedial alternative selection process. Site 16/SSA 16 have been
           designated as OU II. The No Further Remedial Action Decision with Institutional Controls is the
           final action for OU II. Other operable units for other WPNSTA Yorktown sites will be defined by
           separate investigations.

           The selected remedy involves no additional remedial actions to take place at the Site, including long-
           term monitoring or sampling.  Institutional controls (i.e.,  land-use restrictions and aquifer-use
           restrictions) will be implemented.  Monitoring is not required since there are no unacceptable risks
           under current scenarios for the environmental media at Site 16/SSA  16. Although risk levels at
           Site 16/SSA  16 under the future child resident scenario are within the generally accepted risk range,
           institutional  controls have been included as a conservative measure.

           Land-use restrictions will be established to restrict future land development of the Site 16/SSA 16
           area for residential purposes.   Aquifer-use restrictions will be implemented to disallow the
           placement of potable supply wells within the site area. Although some inorganic constituents in
           groundwater exceeded Applicable or Relevant and Appropriate Requirements (ARARs) such as
           Maximum Contaminant Levels  (MCLs), they did not exceed naturally-occurring background
           concentrations of these constituents which also exceeded the MCL concentrations.

           The institutional controls will be utilized to insure that future residential use of She 16/SSA 16 will
           be controlled by the DoN.  These institutional controls will be enforced through the WPNSTA
           Yorktown  Master Plan.  The Master Plan is used to direct and coordinate all base operations. It is
           updated periodically.

           The rationale for selecting this remedy was based on the results of the Round One and Round Two
           RIs for Site  16/SSA 16, baseline human health and ecological risk assessments, and confirmation
           sample results from the 1994 Removal Action. The rationale is presented  later in this ROD in
           Section 8.0.
                                                     1-2

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    J.O- l^f           tl-W KtLi ,3 HWnLt                                               P. 04/04
2.0    Site Name. Location and Description

•      WPNSTA Yorktown

WPNSTA Yorktown is a 10,624 acre installation located on the Virginia peninsula in York County,
James City County, and the City of Newport News.  Figure 2-1 displays the location of WPNSTA
Yorktown. The facility is bounded on the northwest by the Naval Supply Center Cheatham Annex,
the Virginia Emergency Fuel Farm, and the future community of Whittaker's Mill; on the northeast
by the York River and the Colonial National Historic Parkway;  on the southwest by Route 143 and
Interstate 64; and on the southeast by Route 238 and the community of Lackey.

WPNSTA Yorktown, originally named the U.S. Mine Depot, was established in 1918 to support the
laying of mines in the North Sea during World  War I.  The establishment of the depot was the
culmination of a search process, begun in 1917 at the request of Congress, to locate an Atlantic coast
site for weapons handling and storage.  For 20 years after  World War I, the depot received,
reclaimed, stored, and issued mines, depth charges, and related materials. During World War n, the
facility was expanded to include three additional trinitrotoluene (TNT) loading plants  and new
torpedo overhaul  facilities. A research and development laboratory for experimentation with high
explosives was established in  1944.  In  1947, a quality evaluation laboratory was developed to
monitor special tasks assigned to the facility, which included the design and development of depth
charges and advanced underwater weapons. On  August 7, 1959, the U.S. Mine Depot was
redesjgnated the U.S. Naval Weapons Station. Today, the primary mission of WPNSTA, Yorktown
is to provide ordnance, technical support, and related  services to sustain the war-fighting capability
of the armed forces.

•      Site 16/SSA16

Figure 2-2 presents a site map for both Site 16 and SSA  16.  As shown, the majority of SSA 16
overlies the northern portion of Site 16. Subsequently, RI activities addressed Site 16 and SSA 16
at the same time; therefore, the entire area is referred to as Site 16/SSA 16.

Site 16 is an approximately 5-acre area located adjacent to West Road near Lee Road. The northern
portion of the Site is adjacent to a set of railroad tracks and is primarily flat and grass covered. The
                                          2-1

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remaining portion of the site is currently wooded. The eastern, southern, and western sides of the
site  dip  into drainage pathways that run in a southerly direction.  Eventually, these drainage
pathways move west into Felgates Creek, which drains into the York River, approximately 1-1/2
miles from the site.

SSA 16 is located between West Road and a set of railroad tracks, west of Building 402. The SSA
encompasses the northern area of Site 16, which is primarily flat and covered with grass and dirt.
            ft
With respect to land usage, no housing currently exists at Site 16/SSA 16. SSA 16 was reportedly
used for  waste container storage prior to the remodeling and conversion of Building 402 into a
hazardous waste storage facility. The current WPNSTA Yorktown hazardous waste storage facility
is located at Building 2035.  Building 53 at the western portion of Site 16/SSA 16 is used for the
Stations'  wildlife and forestry  management personnel.  North of the  Site is a horse pasture and
paddock.

With respect to geology and hydrogeology, the Site is underlain by unconsolidated deposits  of fine-
grain sand, silts, clays, and marine shells.  The Dogue, Pamunky, and the Uchee Soil Association
was observed north of Felgates Creek, throughout the majority of the study area. The soils of this
association are generally found to be deep, moderately to well drained, and to have clayey, silty,
sandy, loams in  the  surface soils.  The subsurface soils are either loamy or clayey.   Local
groundwater flow is towards the southwest in the direction of Felgates Creek.
                                          2-2

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SECTION 2.0
  FIGURES

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                                   LOCATION OF NAVAL WEAPONS STATION YORKTOWN
                                                 YORKTOWN, VIRGINIA

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 SITE   167
    SSA   16
BOUNDARY
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                                                                  STTEMAP
                                                                SITE 16/SSA 16

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3.0     Site History and Enforcement Activities

•      Site 16/SSA 16 - History

Site 16 was operated from the 1950's to the early 1960's as a dump site. Wastes reported to have
been disposed include:  dry carbon-zinc (Leclanche) batteries, banding  materials,  pressure
transmitting fluid, unknown types of chemicals, mine casings, construction debris, and 55-galIon
drums (contents unknown).  During a waste characterization investigation, most of the waste at
Site 16 was identified as being surficial debris. Mine casings, batteries, drums, scrap metal, and
construction debris were identified in several areas across the surface of the site.

Only one small area containing waste at depth was encountered at Site  16. Located underneath a
pile of drums, this small waste area contained common refuse material  including glass, cans, and
newspapers.  The refuse material was encountered at a depth of 2 feet below ground surface and
extended to a depth of approximately 9 feet Based on this waste characterization study, this waste
was disposed by filling in the slope edge of the site and then covering it.

SSA 16 was used for scrap metal storage.  Dumpsters containing scrap metal had been located on
the lower southwest side of the SSA.  Empty drums and scrap metal had been observed on the
ground surface near these dumpsters.

•       Previous Investigations

Previous investigations at Site 16/SSA 16 include an Initial Assessment Study, a Confirmation Study
and RI Interim Report, a Biological Sampling and Preliminary Risk Evaluation, a Round One RI,
a Habitat Evaluation, a Removal Action, and a Round Two RI. The results from these studies are
briefly discussed below.

Initial Assessment Study

An Initial Assessment Study was conducted at WPNSTA Yorktown in 1984.  The purpose of the
study was to identify  and  assess sites posing a potential threat to human  health and/or the
environment due to contamination from past operations.  The study identified 15 sites at WPNSTA
                                          3-1

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MPY-02-1996   14 = 22          EPfl REG 3  HWMD
           Yorktown, including Site 16, that were of sufficient threat to human health or the environment to
           warrant further investigations.

           Confirmation Study and RI Interim Report

           In 1986 and 1988, two rounds of sampling were conducted for a Confirmation Study at Site 16. The
           study was documented in two Confirmation Study reports and a third report known as the RI Interim
           Report. The RI Interim Report recommended that further RI activities be conducted at Site 16.

           Biological Sampling and Preliminary Risk Evaluation

           The  Biological Sampling and Preliminary Risk Evaluation,  which included the  sampling of
           biological tissue, surface water, and sediment from select waters within WPNSTA Yorktown, was
           conducted in 1992. The primary objective of the sampling program was to evaluate the potential
           human health risk associated with consumption offish and shellfish taken from select water within
           the Station.

           Round One RI

           The Round One RI for Site 16/SSA 16, conducted in 1992, included soil, surface water, sediment,
           and groundwater sampling at the locations identified in Figure 3-1. The subsections below briefly
           discuss the results of the sampling effort
           Soil
           Fourteen soil samples were collected from a depth interval of zero to two feet.  Volatile organic
           compounds  (VOCs), semivolatile organic  compounds (SVOCs),  pesticides, potychlorinated
           biphenyls (PCBs) and inorganic compounds were detected in the soil samples.  The only VOCs
           detected in the samples were toluene at 2J micrograms per kilogram (ug/kg) at sample location
           16SOS and styrene at 5J fig/kg at sample location 16S06. SVOCs were detected in 10 of the samples
           in concentrations ranging from 20 ug/kg to 700 ug/kg. Pesticides were detected in 7 of the samples
           in concentrations ranging from 0.40 ug/kg to 7.7 ug/kg.  PCBs were detected in 8 of the samples in
           concentrations ranging from 13J ug/kg to 880 ug/kg. Several inorganic compounds were detected
                                                    3-2

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in the soil samples collected from the Round One RI.  When comparing the detected organic and
inorganic concentrations to the USEPA Region III Risk Based Concentrations (RBCs), used for
comparative purposes, none of the detected compounds exceeded the RBCs established for industrial
soil, except for arsenic. The RBC for carcinogenic arsenic (industrial soil) is 1.3 milligrams per
kilogram (mg/kg); the RBC for noncarcinogenic arsenic (industrial soil) is 610 mg/kg. At sample
locations 16S12 and 16S14 the detected concentrations of arsenic were 1.7 mg/kg.

Surface Water

Organic compounds were detected in only one surface water sample (16SW03-001). The detected
organics in this  single sample included: 1,1-dichloroethene (2J micrograrris per liter [ug/L]),
1,1-dichloroethane (5J ug/L), 1,1,1-trichloroethane (8J ng/L), phenol (27 ug/L), and 4-methylphenol
(850 ng/L). Several inorganic compounds were detected in the surface water samples. At sample
locations 16SW03, 16SW04, and  16SW05, the detected concentrations of arsenic, cadmium,
chromium, copper, lead, mercury, nickel, and/or zinc exceeded the Virginia Water Quality Standards
(VWQSs) and/or the federal standards under the Clean Water Act (CWA).

Sediment

Eight sediment samples were collected (four sampling locations with two samples collected from
each location) from depth intervals of zero to six inches and six to twelve inches. SVOCs, PCBs, and
inorganics  were  detected  in the sediment samples.   The SVOCs ranged in concentrations of
21J fig/kg to 1,000 ug/kg.  Most of the detected SVOCs were polynuclear aromatic hydrocarbons
(PAHs).  PCBs were detected in the two samples collected from sample location 16SD04. The
detected PCB concentrations were 25J fig/kg and 59J Mg/kg.  Several inorganic compounds were
detected in the sediment samples.  Based on a comparison of the inorganic data to sediment
screening criteria, none of the inorganics exceeded the medium effects range criteria. The detected
concentration of zinc (149 mg/kg) in one sample (16SDO1-001) exceeded the low effects range
criteria of 120 mg/kg.
                                         3-3

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 Groundwater

 Five groundwater samples were collected from existing wells at Site 16. VOCs, SVOCs, explosives,
 and inorganics were detected in the samples. The detected VOCs included 1,1,1-trichloroethane,
 1,1-dichoroethene, 1,1-dichloroethane, and chlorobenzene. The detected SVOCs included phenol
 and 1,1-dicholorobenzene. The detected concentrations of these organic compounds were below the
 enforceable federal Maximum Contaminant Levels (MCLs). The explosive, RDX, was detected at
 sample location 16GW01 at a concentration of 1.3 ug/L.  Several inorganic compounds were
 detected in the groundwater samples.  Total inorganic concentrations for aluminum, antimony,
 beryllium, cadmium, chromium, iron, lead, manganese, mercury, nickel, and zinc exceeded either
 the enforceable federal MCLs or the Virginia Primary Drinking Water Standards (PMCLs) in
 samples from at least one of the monitoring wells. The dissolved iron concentration detected in well
 16GW05  (878J ug/L) exceeded the non-enforceable federal Secondary MCL  (or SMCL)  of
 300 ug/L. The dissolved manganese concentration detected in well 16GW04 (87.2 ug/L) exceeded
 the non-enforceable federal SMCL and the PMCL of 50 ug/L.

 After the Round One RI, it was determined that additional groundwater information was needed
 upgradient and downgradient  of Site 16.   Additional  surface  water,  sediment,  benthic
 macroinvertebrate, and fish population information also was needed to evaluate potential risk to the
 environment. Also, because SSA 16 is essentially coincident with Site 16 and was expected to have
 similar types of contaminants, additional background groundwater information and data was needed
 to evaluate the SSA.

Habitat Evaluation

 A habitat evaluation was conducted at Site 16 in the  late spring of 1994. During this evaluation,
 background information on aquatic and terrestrial environments was collected to assist in developing
 an ecological risk assessment.

Removal Action

 A Removal Action was conducted at Site 16 in 1994. The scope of this action involved the removal
 of dry cell carbon/zinc batteries, silica gel desiccant, surface debris, steel cables, underwater mine
                                          3-4

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casings, and scrap ordnance located throughout the site. Approximately 420 tons of batteries, 60
tons of debris,  125 tons of silica gel, and miscellaneous ordnance was removed from the site.
Confirmation sampling was conducted to more accurately determine the extent of the removal. In
addition, the  EPA's oversight contractor conducted a sampling survey to identify any secondary
sources of the PCBs detected in the sediments and soils during previous investigations. This PCB
sampling survey demonstrated that a potential source area of contamination, not addressed by the
Removal Action, may remain at Site 16 in the vicinity or upgradient of the drainage ditch. These
potential source areas were later addressed and evaluated during the Round Two RI.

The removal of surface debris extended into the subsurface soil in a small area where refuse material
was present at depth.  Figure 3-2 identifies the approximate area/extent of the excavation area and
the areas where surficial debris was removed.  As previously mentioned, the waste characterization
study indicated that the waste at Site 16 was primarily surficial debris. Following the removal of
the debris/soil, 19 confirmation surface soil samples were collected from the zero to six inch interval
at the locations identified on Figure 3-2. VOCs, SVOCs, pesticides, PCBs, and inorganics were
detected in many of the samples. The VOCs detected in the surface soil samples included methylene
chloride and acetone.  The detected concentrations of the VOCs ranged from 4J ug/kg to 120 ug/kg;
they were below the USEPA Region HI RBCs for both residential and industrial soil.  The SVOCs
detected in the soil samples included several PAHs and some phthalates. The detected levels of the
SVOCs were below the USEPA RBCs for industrial soil. The detected level of benzo(a)pyrene at
sample location 16SS10 (100J ug/kg) exceeded the USEPA RBC for residential soil (88 ug/kg). The
detected concentrations of the pesticides were below the USEPA RBCs for both industrial and
residential soil. PCBs (Aroclor 1254 and Aroclor 1260) were detected in several of the soil samples.
The  industrial and residential soil USEPA RBCs for Aroclor  1254  are  41,000  ug/kg and
1,600 ug/kg, respectively. The  industrial and residential soil USEPA RBCs for the general category
of PCBs are 740 ug/kg and 83 jig/kg, respectively.  The detected levels of Aroclor 1254 were below
the RBCs (both industrial  and residential) except  in one sample  collected at  16SS10; the
concentration was 2,100J ug/kg.  The detected levels of Aroclor 1260 exceeded the PCB RBC
(industrial and/or residential) in 5 of the samples. These Aroclor 1260 concentrations ranged from
87J ug/kg to 1,4001 fig/kg. The detected levels of inorganics were below the USEPA RBCs (both
industrial and residential).
                                          3-5

-------
Round Two RI

The Round Two RI, conducted in late 1994, included surface soil, subsurface soil, groundwater,
surface water, and sediment sampling to supplement the sampling conducted during the Round One
RI  and the Removal Action Confirmation Sampling.  Sampling locations associated with the
Round Two RI are identified on Figure 3-3. Thirteen surface soil samples were collected at the Site
at a depth of zero to six inches. Subsurface soil samples were collected from three different depths
at each of seven locations. One round of groundwater samples was collected from eleven locations.-
Surface water samples were collected from three locations, and sediment samples were collected
from four locations at two different depth intervals (zero to four inches and four to eight inches).
Fish and benthic  macroinvertebrate  samples  were also collected during this  investigation.
Additional details regarding the results of the Round Two RI are presented in the Site Characteristics
(Section 6.0) section of this ROD. Graphical presentations of detected constituents are provided in
Figures 3-4 through 3-11.
                                          3-6

-------
SECTION 3.0
   FIGURES

-------
                                   \
      DRAINAGE,
      STRUCTURE
      WTTH BUILDING
      NUMBER
      RALROAD

      FENCE
APPROXIMATE EXTENT
OF SSA 16
GROUND SURFACE
ELEVATION CONTOUR
(FVCT ABOVE
MEAN SEA |£VEU
             RGURE3-1
           ROUND ONE Rl
       SAMFUNG LOCATIONS
NAVAL »e«»B8r*iBNronaci*N    KOTOW WON*

-------
BATTCRY/SOII
EXCAVATION
AREA            165519-
                                                                                                	DRAINAGE
                                                                                                                    COCC OF PAVEMENT
                                                                                                      NUMRFIR
                                                                                                      RARROW)
                                                                                                      FFNCF.
                                                                                                           E SOII SAMPIE lOTAHON


                                                                                                             DCBR5 RCUCVAL W5CA.
                                                                                                            RGURE 3-2
                                                                                                         REMOVAL ACTION
                                                                                                       SAMPUNG LOCATIONS

-------
             I Inch « 3OO ft
   	QRAMAGT.

  nri  siRucTiiPr.
      WIFH Rininus
      NUMRtR
                        COCC OT PAVCUEMT
                        CBCTIMD SURfUCt
                        niVAiiON CONIOUP
                        (ire AIKM.
                        UKAN SF* irvci.)
                    . BORINC LOCATION
               son SAUPIZ LOCATION
              RC3URE3-3

            ROUND TWO Rl

       SAMPUNO LOCATIONS

            SITE 16/SSA 16


IUV«L «E«RM3 STATON TORCTCWN

-------
~
16S23-
S»mlvolatll«l
Phinanttircn*
Ar>lhroe«n*
riuaranlhan*
Pyr«r»*
0«nio(o)oti1hroc«n«
CKryt«n*
B»ni o(b )f lu«ra nl h • n«
Q«nio(li)fluaranrh*n«
Binio(o)pyr«n«
M«no((.2.3-ed)pyr«nB
B»nt o(o.h. DpcrylBn*
39O
120 J
1500
1300
700
1100
iroo
460
650
490
290 J
P«*llcld«i/PCB>
4.4-OOE
4.4-TOO
4,4-001
tndrin K«lon«
A»oc1or-1354
91
5.9
3/
5.6
61 J


•^T^1











^
^

163! 7
Piitlcldos/PCB>
4.4-nnt
Aroctor- 1 J60
4.3
58
16S1B
5*mlvolaltU*
ewl^kill^ranlh^! '" J
P«jllcld.j/fCB<
4.4-DOE
Aroclar-1260
6.4
95 J
165IS
PcittcldM/l'Ctti
4.4-DOE
4.4-DDI
10 J
15
14O J
16S25» ""
P.iMcId
4.4-DOE
4.4-ODF
*/PCB«


130
1EO J
                                                                                                                                                              I  inch • 300 IL
                                                                                                                                                                        APPBOXIUATC DOW?
                                                                                                                                                                        CTOUND SURFACt
                                                                                                                                                                        ttfVAIlON CONIOUB
                                                                                                                                                                        (IM1 AB(M.
                                                                                                                                                                        MEAN SPA LEVO-)
                                                                                                                                                               SOIL SAMPLE: LOCATION
                                                                                                                                                          CONCfHIRATlQNS EXPRESSED (H u
                                                                                                                                                   MOTT::
                                                                                                                                                     - SURTACC SOfl. SAUPi;HG LOCAHONS SHOWN WTTHOU1
                                                                                                                                                      CONCCNtRAttOHS INOtCAItS MOH-OCTTCIAflU
                                                                                                                                                      levttLS  SEE 'AHIF.S IN Itm

                                                                                                                                                   •  snr-SPECIFIC FWCKCROIWO SAMPLE
                                                                                                                                                               RGURE3-4
                                                                                                                                                 POSTTTVE DETECTIONS OF ORGANIC
                                                                                                                                                    COMPOUNDS IN SURFACE SOIL
                                                                                                                                                          STTE 16 AND SSA 16


                                                                                                                                                 mvu-KEAPcteaTATON renown     TOHCTDDHVUCM*

-------
                        130     300
            I  loch " 300 It
	ORAlNMfc
                      CDCC OT PAVCUENf
                ,..,<.  APPROXIMATE £Xn;WT
      RMROAO       ^42 OT SSA 18
      rfnri         i»    CROUNO SUfrACC
                      FlEVAItON CONtQUR
                      (MM AOCM;
                      UEAN SW LFVTL)
            c SOIL SAJJPIE LOCATION
       BlAStO IOW


      . COWCNIRATIOHS
             FIGURE 3-5
POSmVE DETECTIONS OF SEUECT
       INORGANIC ANALYTES
         IN SURFACE SOL
         SnE 16 AND SSA 16

IUVM. «EM>ON3 STA1EN rCRODUN

-------
30.3
40.2
I6SB07-OI

Anonlc
Barium
Beryllium
Chromium
Coball
Copp*r
Lead
UanganMO
Mfcke*
Vanadium
2lnc


Anonlc
Barium
Beryllium
Chromium
Cobalt
Copper
Load
Uanganeeo
Nkket
Selenium
Vanadium
Zinc
I6SB07-09
Aluminum
Anentc
Borium
Beryllium
Chromium
Coball
Copper
Lead
Uanganno
Weir el
Selenium
Vanadlunt
Zinc
C-J «.)
5040"
7.3
71.9
0.4
6

15
7
11
5
8
19
(7-9 II.)
10

2
0
1



f

0
2
2
(l'-l
10100
2.8
18.8
I
77. Z
2.5
15.7
9.1
13-9
7.4
0.56
34.5
25.9



















j

L
J
R
I


>
J
L
J
J

J

I
J
K
L


i
/
/
--»—















^X
_,
•^"



16SB09-0

Anwtfe
Barium
Chromium
Coball
Copper
load
WongofWM
Vanndlum
Zlrte
16SBO9-OI
Aluminum
Ancnlc
Barium
B-ryKhim
Chrofnlum
Coball
Copper
Lead
Honooneie
Hlcfcol
Solottliim
Vanadium
Zlno
(1-3 «.)
5230
3.3
16.3 J
10
t.8 J
7.2
9.7
14
15.*
12.t J
[3-5 It.)
26200
10.4
49 J
1.2 J
58.5
12 J
«.5
19.4
61.9
18.5
0.44 L
58.3
42.7 L

16SRO8-O
Aluminum
Anonlc
Chromium
Coboll
LMd
Manganese
Van odium
One
1 6S808-O6

A««itc
Barium
•orytllum
Chromium
Cobnll
Copper
Load
UonQoncM
Nkrlcel
Vonadtutn
2>c


Anexlc
Barium
Chromium
Coboll
Topper

UongonoM
Vanadium
One
(1-3 II.)
Jb70 j
14.5 J
5.8
I.B J
3.5 t
23.1 J
B.7 J
4.5
(M-li II.)
28400
2.3 L
34.1 J
0.34 J
33.1
3.6 J
1.6 J
tt.8 L
79 J
6.6 K
41.9
8.7

7950 J
1.8 Jt
15.4 J
14.5
1.5 J
f.6 J
4.4 L
11.8 J
13.5
12.8
Chromh
y Coball
/ Copper
^ toad
I Uongan
•ft Mch«l
't- Vanodlu
/Jnr»c
r^ tr*

\
V
\
\ ;
\ i
\
\
V
\
V
\

	 	




'"





^L '
16SB07-0
Aluminum
Ancnlc
BaHum
R«r)HIIum
Chromium
Coboll
Copper
(•ad
UanaariM*
Vanadium
Zinc
16SR02-05
Aluminum
An«nlc
Barium
(•r^tRum
Chromium
Coball
Copper
Load
Mangan«M
Nickel
S.lenkrtn
Vanadium
ZlFK
AEim^I^i '"
Anenlc
Barium
Beryinum
Chromium
Coball
Copper
toad
Uonganeme
Mch«l
Vanadium
Zinc
(t-3 H.l
5fi?n
I.I
33.6
0.78
5.9
3.3
1.7
5.5
81.3
9.6
9.9
[9-11 II.)
14000
25.7
14.3
0
79
1
5
to
7
4
0.
44
a
[25-27
15000
4
50
I
39
•
A.
4
37
74
78
52










L




j


j
j

N
J
J


-

J


J
1





                                                                                            400
                                                                                                                              I Inch = 300 ft
                                                                                                                   — -  nwuNAcr
                                                                                                                   L?b  snufcium;
                                                                                                                        WITH BunoiNc '
                                                                                                                        NIMVR
                                                                                                                   — H-  fwn.ROAn
                                                                                                                   . — •_  frNCE
                                                                                                                                         tocc or PAVCUEKI
                                                                                                                                         GROUND SURFACE
                                                                                                                                         CtfVAIPON  COWIOUB
                                                                                                                                         (I Ml ABlM,
                                                                                                                                         MfAN SEA  IJVn>
         SAUPU  LOCAIKW



        F



CSTIUATtO


B1ASCD IICM


OlASCD LOW



CONCENTRAnONS fKPSf 5SCO IN mq/Vq.



STTt-SPICrtC BACKCROUMO SAUPIE
                                                                                                                               RQURE3-6
                                                                                                                  POSTTIVE DETECTIONS OF SELECT
                                                                                                                         WOHOANIC ANALYTES
                                                                                                                         IN SUBSURFACE SOL
                                                                                                                           SfTE 16 AND SSA 16
                                                                                                                  WVAL HEATONB STAHOK IWtC1D«N

-------
             I inch  « 300 ft
      DRAINAGE


      WIT* BU1L.I1

      RAIL ROAD
                     • COCC Of P4VCMCMT'
                      CROUNOSURFACC
                      HCVAIION CONinut
                      irCCT «KJWE UCAN
  w/»0l  CRCHtNOWAim MONTTOnfMC WEIL/
  0     SOU BORiMC LOCAnON (BAKER. 1994)
                » MONITORING WEIL
                NS TALI ft] (DAM^S * MOORE, 19B8)
   COMPOUND CONCENTRATIONS EXWESSCO N u


    *    sm -spictnc HACKGBOUND SAMPIC


   MOT?:
             RQUnE3-7
     POSmVE DETECTIONS OF
     ORGANIC COMPOUNDS IN
           OflOUNDWATER
         SfTE 16 AND SSA 16
H»V«_ VEAPON9 STAim TOHCTOHN

-------


Alumlnu
Artllmon
Amnlc
Barium
Cobalt
Copp*r
MongorM
S*1*nlurr
Zinc
IGCW05-01
Total

r N
21. L
25. J
3. J
y j
*• 2?
3. J
9.

9i»ol*«d
NO
19.3 J
ND
22.1 )
HO
l.fl J
14.9 J
HO J
11.0


Aluminum
Barium
Barrlltum
Chromium
Coppw
Lead
Uangon***
S«UnTum
Vanadium
Ztnc
16CW07-OI
Total
990
13.0 .
0.2S
2
4.6
2.4
54.0
3.1
3.9
(6.4

Dls»otv«d
NO
70 J
NO
NO
J
N
51.
NO
2. J
J


Aluminum
Ar*«n>c
Barium
B*r>lllum
Chromium
Cobalt
Copp«r
L*od
Mangon«9*
Hklt«l
S*l>n1um
Vanocfum
Ztnc
6CW04-OI
total
10800
0.1 L
67.6 J
0.93 J
27.
9 J
0 J
7.
12
19 J
4. J
35. J
SO

DtMotvcd
HO
HO
27.8
NO
NO
NO
3
ND
69.4
ND
ND
2.4
5.3
16GW09-O1
total DHic4v«d
Aluminum
Ar-Mnlc
Barium
Chromium
Copp*r
WangantM
S*l«nlum
VanodKjm
Zinc
1030
S J
25.7 J
2.8 J
4.4 J
14«
NO
4.5 J
24.9 J
HO
S.9 K
1B.I J
HO
3.4 J
It4
2.9 J
2.2 J
5 J
             1 Inch * 300 IL
    *- RMROAD
    1- FENCC
                        cocc or PAVCUCKT
                        GROUND SURFACE
                        ELEVATION CONTOUR
                        (fitI ABOVE
                        UFAM $EA LEVTL.)
        MYDROP1JNCM SAUP1L IOCAUON
 ttCVOJ
   if)    CROUMOWATCR UOWTOWMC WELL
        PRCVKHJSl/c W5TAI1ED (DAMES ft UOORC. 1986)
  H*    NOT «HM.v7n>

  NO    NCI OTTICTTO

   J    ESUUAIFD

   K    BIASt.n HIGH

   L    R1ASCD LOW

  ANAI.VTE CONCEKTRATKJMS EXPRCSSCO W »jqA
              FIGURE 3-8
POSITIVE DETECTIONS OF SELECT
        INORGANIC ANALYTES
          IN GROUNDWATER
         SITE 16 AND SSA 16
NAVAL KEIPON9 STATION TCHODUM

-------
I6SWO9

Aluminum
Artinlc
Barium
l*od
Wongonci*
S«Unlum
H«e
Tola!
99 J
ND
35.3 J
5.9
70S
1.2 J
5.6 J
Olitohwd
9!.l J
1 J
37.4 J
NO
199
1.2 J
9.1 J
16SW/SD09
                                    SITE
                                  16SW/SD07
16


Aluminum
An.nlc
Barium
Cwp.r
Uangan«»
S«l«nlum
Zinc
16SW06-
Total
41. J
2. JL
39. J
N)
37 J
1. L
3.2 J

ili»ol**d
129 J
2 L
39.2 J
yt j
302 J
NO
11.9 J
                                                                                                     1 inch « 300 ft
                                                                                           ---- (1RAJNACC
                                                                                                RAIPOAD
                                                                                                irwcf:
                                                                                                             C DCC Or PAVCUtNt
                                                                                                             GROUND SURfACC
                                                                                                             HJVAIHW CON I OUR
                                                                                                             (MM ABIM;
                                                                                                             T SAMPI.F. IOCAPON
                                                                                                     R3URE3-9
                                                                                           POSfTTVE DETECTIONS OF SELECT
                                                                                                 INORQAN1C ANALYTES
                                                                                                  IN SURFACE WATER
                                                                                                  SfTE 16 AND SSA t6
                                                                                           KIVAL WEAPONS STAICN TOROOKN
                                                                                                                YOKIDWlVRHt

-------
                     190     300
          I inch - 300  fi
   SSVWU^^SB1™01
   MUMRCn       ^^* DISPOSAL
                    CLEVATXM* CO
                    (rtCT *BOVE UCAN
                    M> IFVTL)
            »in*/Sft)iuFNt SAUPI.E LOCAOOM
J    ESTIUMEO


COMPOUND rONCEMTTWITONS DEPRESSED IN uq/kg
     -SCWMtHl SAMPLING LOCATIONS SHOWN
       WTTVOUT CONCENTRATIONS INDICATES
       NOW-DETECTABLE LCVUS.
       SEC TABLES IN TEKT.

    '  SHE-SfECFIC BACKCPOUNO SAMPLE
          HGURE3-K)
  POSTTIVE DETECTIONS OF
  ORQAMC COMPOUNDS IN
     SEDIMENT (0-4') AND
SUBSURFACE SEDIMENT (4-81)
      STTE 16 AND SSA 16
                        VOROOON VR»U

-------
t 65009-01
Aluminum
krvmn\c
ftaitvm
Bviylllum
Chiottilum
Cobalt
Copp«
L*0d
Mangonn*
Nlelrcl
S*l«nlum
Vanadium
Tine
_

3MO
3.1 I
13.5 J
MO
8.S
2.1 J
3.3 J
5.1
6(1.2 I
HO
NO
12.5 3
76.6
>
1 6SD09 -0?
Aluminum 1
Art*nlc
BoHum
B*ryillum
Chromium
Coboll
C«PP«r
l.od
Mangan*i»
Hlckal
Svbnlum
Vanadium
Zinc
7M mrlr=

4300
4,6
2B.3
0.8*
336
3.4
8.2
11.3
us
12.3
0.68
35.3
37
5=-^
                                                   P-480
                         Jci^./B."*"*114113'
                         '•-^•W-^V-—.
16SW/SD09

I6SD07-OI
Aluminum 2250
Ananlc
BnHum 8
GviYOIurn 0.
Cadmium
Chfotnlum 3
Cotoall
Copp»r 1
I*a4 3
Uanoon.t.
NIcbBl Z
S*l«ilum 0
Sllvw
Vanodlufn 5
?lnc 1
N,

n\































If
I6SOOT-OI
Aluminum 16700
Afl.nlc 4.1
aaHum 63.9 J
B*ryilum 0.7S J
Cottmlum 2.6
Chromtum 31. 7
CoboH 8.8 J
Capp«r (11 J
LMK| 73.3 J
UangorMi* 61 J
Nleh«l 1 7.3
S«l«nlum 0.3 J
SIMr 2.3 J
Vanadium 30.7
Zinc 66.7
                    16SW/SD08
5K5IT.E  '
 I6SW/SD07


       16SW/SD
16SD06-OI*
Aluminum
Amnlc
Bortum
Rarfdlum
Chromium
Cobalt
Copper
l*nd
Watiganci*
Mtclc*!
SHv«r
Vanadium
Zinc

49OO
7,2
24.4 J
NO
10.9
ND
94.8
17.2 J
101 J
NO
3.4 J
71 J
49.B
!6S006-07B
Aluminum
AfMflfc
Bortum
Biryffliim
Chromium
Cabal!
Copper
l«od
Uangantst
Nttkri
Sll*«r
Vanadium
Zinc

tsooo
10.3
30.3
0.3
74.
3.
3.
34.
62.
1
N
32.3
76.7
                                                                                                         I  inch - 300 IL
                                                                                               ---- ORAINACC
                                                                                               t~-t  smucn^e
                                                                                                    wmi Buiin
                                                                                                                 tOCC Of PAVCUENT
                                                                                                                 APPROXIMATE DfTt
                                                                                                                 QT SSA 16

                                                                                                                 GROUND SUBCACC
                                                                                                                 HfV*'ION CONIOU
                                                                                                                 (DM A8OV1
                                                                                                                 MEAN SEA l^Vn)
                                                                                                                  T SAMPlE LOCAOON
                                                                                                 L   BIASED LOW


                                                                                                 NO   NO' DfllCTTO



                                                                                                 ANA1.TT1 CONCENTRATIONS FVPRESSF.O IN mg/ig.
                                                                                                          RGURE 3-n
                                                                                               POSITIVE DETECTIONS OF SB.ECT
                                                                                                     INORGANIC ANALYTES
                                                                                                    IN SEDIMENT (0-41) AND
                                                                                                 SUBSURFACE SEDIMENT (4-81)
                                                                                                      SITE 16 AND SSA 16

-------
4.0    Highlights of Community Participation

The Final RI Report and the Final Proposed Remedial Action Plan (PRAP) for Site 16/SSA 16 at
WPNSTA Yorktown were released to the public on July 25, 1995. These documents were made
available to the public at the information repositories maintained at:

       •     York County Public Library
       •     Gloucester Public Library
       •     Newport News City Public Library (Grissom Branch)
       •     WPNSTA Yorktown, Environmental Directorate, Building 31 -B

A notice, of availability, including a brief analysis of the PRAP, was published in The Daily Press
on July 23,1995.  A public comment period was held from July 25,1995 to September 8,1995. In
addition, an  Open  House and Public Meeting  was  held  at the York  County  Social
Services/Recreation Center Meeting  Room, Goodneck Road, Yorktown, Virginia on August 23,
1995. The purpose for this meeting was for the DoN, USEPA, and the Commonwealth of Virginia
representatives to answer questions and accept public comments on the  PRAP for Site 16/SSA 16.
Responses to the written and verbal comments received during the comment period are included in
the Responsiveness Summary section of this ROD. This decision document  presents the selected
remedial  action for Site 16/SSA 16 chosen in accordance with CERCLA and, to the extent
practicable, the NCP.  The selected remedy for this Site is based on the administrative record file.
                                         4-1

-------
5.0     Scope and Role of the Response Action

The selected  remedial  action identified in this  ROD is the final recommended action for
Site 16/SSA 16. Previous actions implemented at the site have mitigated the potential for human
health risks and ecological effects associated with the area under the current and predicted future
land use for WPNSTA Yorktown.  Therefore, no further remedial actions with the exception of
institutional controls will be conducted at Site 16/SSA 16. As was previously mentioned, prior to
the initiation of the Round Two RI for Site 16/SSA 16, a Removal Action was conducted.  The
Removal Action consisted of the removal of visible debris including batteries, silica gel desiccant,
construction debris, mine casings, and scrap ordnance. A series of confirmation surface soil samples
were collected as part of the Removal Action and were evaluated in the baseline risk assessments
presented  in the Round Two RI. The No Further Remedial Action Decision with Institutional
Controls was based on the results from both the Removal Action confirmation sampling and the
Round Two RI sampling (the justification for this decision will be detailed in Section 8.0 of this
document). The institutional controls (land-use and aquifer-use restrictions) will be utilized to
insure that future residential use of Site 16/SSA 16 is controlled by the DoN.

Site 16/SSA 16 has been designated as OU II. The No Further Remedial Action Decision with
Institutional Controls is the  final action for OU D.  Other operable units for other WPNSTA
Yorktown sites will be defined by separate investigations.
                                          5-1

-------
 6.0     Site Characteristics

 This  section of the ROD presents an overview of the nature and extent of contamination at
 Site  16/SSA  16 with respect  to  known or suspected sources of contamination, types  of
 contamination, and affected media. This discussion is based on the results of the Removal Action
 and the Round Two RI.

 •      Potential Contaminant Source Areas

 Two major potential contaminant source areas at Site 16/SSA 16 have been identified: the Site  16
 disposal areas, and the SSA 16 metal disposal area. As previously stated, Site 16 operated as a
 disposal area for wastes such as dry carbon-zinc batteries, banding materials, pressure transmitting
 fluid, silica gel desiccant, mine casings, scrap ordnance, and construction debris. The 1994 Removal
 Action  removed  the surficial debris and waste, thereby,  removing the potential sources  of
 contamination from this site.

 SSA 16 was used for scrap metal storage. Scrap metal had been identified at the SSA in dumpsters
 and also scattered over the ground surface near the dumpsters.  As with Site 16, the 1994 Removal
 Action removed the surficial debris, thereby, removing the potential sources of contamination from
 this area.

 •      Identified Contaminants of Concern

Surface Soil

 Surface soil was sampled at thirteen locations from a depth interval of zero to six inches.  PCBs,
 SVOCs, pesticides, and inorganics were detected in these samples. PCBs were detected in 6 of the
soil samples at concentrations ranging from 40 ug/kg to 140J ug/kg. The industrial soil USEPA
RBC for PCBs was not exceeded by these samples. The residential soil PCB RBC of 83 ug/kg was
exceeded in one sample at 16S18 at a concentration of 85 J ug/kg of Aroclor 1260. Drums, cables,
or other items previously stored on site were most likely the source of these PCBs. Pesticides and
 SVOCs also were detected hi surface soil,  but appeared to be due to anthropogenic sources. One
 sample (16S23) had SVOCs detected at levels exceeding the USEPA RBC for residential soil, not
                                          6-1

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 for industrial soil. The detected benzo(b)fluoranthene and benzo(a)pyrene concentrations in this
 sample were 1,700 ng/kg and 650 ng/kg, respectively. The residential soil RBCs for these two
 compounds are 880 ug/kg for benzo(b)fluoranthene and 88 ug/kg for benzo(a)pyrene.  The detected
 levels of pesticides in the soil samples were below the USEPA RBCs for both industrial and
 residential soil. The inorganic compounds detected in the soil samples were at levels below the
 USEPA RBCs for industrial soil.

 Subsurface Soil

 Subsurface soil was sampled from two to three different depths at six locations.   No organic
 contaminants of concern were detected in the subsurface soil samples, indicating that contaminants
 detected in the surface soil have not migrated vertically.  Several inorganics were detected in
 subsurface soil. The detected inorganic concentrations were below USEPA RBCs for industrial soil
 with the exception of arsenic and beryllium. The industrial soil RBC for arsenic (carcinogenic) is
 3.3 mg/kg. Seven subsurface soil samples contained arsenic at levels exceeding this value: 16SB01-
 05,16SB01-11,16SB02-05,16SB02-13,16SB06-ll,and 16SB09-02. The samples were located
 at depths between  3 and 27 feet below ground surface.  The industrial soil  RBC for arsenic
 (noncarcinogenic) is 610 mg/kg. No subsurface soil sample has arsenic levels exceeding this value.
 The industrial soil RBC for beryllium is 1.3 mg/kg.  Two subsurface soil samples had beryllium
 levels exceeding this value.  Sample 16SB06-11 (21 to 23 feet) contained beryllium at 2 mg/kg and
 sample 16SB02-13 (25 to 27 feet) contained beryllium at 1.8 mg/kg.

 Groundwater

Groundwater samples were collected from four newly installed monitoring wells, and five existing
monitoring wells.  VOCs, SVOCs, pesticides, and inorganics were detected in the groundwater
samples. The concentrations of the detected VOCs and SVOCs were below the enforceable federal
MCLs and Virginia PMCLs. Pesticides also were detected in groundwater, but these compounds
were likely due to  soil particles  being entrained in the groundwater during sampling. Several
inorganic compounds  (total and dissolved) were detected  in the groundwater samples collected
throughout the site. Antimony (dissolved) and manganese (total and dissolved) were the only two
 inorganics which had detected levels exceeding the enforceable federal MCL or non-enforceable
federal SMCL.  Antimony was not detected in the total fraction but was detected in the dissolved
                                          6-2

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fraction at concentrations of 13.1  ug/L (16GW06) and 19.3J ug/L (16GW05).  The enforceable
federal MCL for antimony is 6.0 ug/L. Manganese was detected at concentrations ranging from
9.9J ug/L to 146 ug/L in the total fraction and from 1.9J ug/L to 114 ug/L in the dissolved fraction.
The non-enforceable federal SMCL for manganese is 50 ug/L.

Surface Water

Surface water was sampled at three locations at Site 16/SSA 16. Organic contaminants were not
detected in surface water samples. Inorganics were detected in surface water, but their detected
concentrations were generally below the CWA criteria and the VWQSs.

Sediment

A total of eight sediment samples were collected (four sampling  locations with  two samples
collected from each location) from depth intervals of zero to four inches and four to eight inches.
PCBs were detected in both the surface and subsurface sediment samples from the sampling location
immediately downgradient from the site. The presence of PCBs at this location was likely the result
of erosion, transport, and redeposition of PCB-contaminated surface soil particles from the former
disposal area.  Pesticides also were detected  in sediment samples, but were likely due to an
anthropogenic source. Carbon disulfide was detected in two sediment samples and was likely the
result of bacteriological decomposition of vegetation and other  organic  matter in the stream.
Inorganics detected in sediment were generally at levels below the effects range-low sediment
screening values.  One sample (16SD06-02) contained copper and silver that exceeded the effects
range-low sediment screening values.  The detected concentrations of copper and silver in this
sample were 94.8  mg/kg and 3.4J mg/kg, respectively.

•      Affected Media

Based on the results of Round Two  RI, the affected media at Site 16/SSA 16 appeared to be surface
soil (PCBs), groundwater (VOCs), and sediment (PCBs).
                                          6-3

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7.0     Summary of Site Risks

As part of the Round Two RI, baseline human  health and ecological risk assessments were
conducted to evaluate the potential risks associated with exposure to contaminated environmental
media at Site 16/SSA  16.  The baseline risk assessments considered the most likely routes of
potential exposure for both current and future risk scenarios.  A summary of the key findings from
both of these studies is presented below.

•      Human Health Risk Assessment

The human health risk assessment was conducted for four environmental media including  soil
(surface and subsurface), groundwater, surface water, and sediment.  Contaminants of potential
concern (COPCs) were selected for each of these  media as shown on Table 7-1.  Note that the
COPCs were based on the Removal Action and the Round Two RI.

The potential  receptors evaluated in the human health risk assessment included current adult
workers, future resident adults, future resident children, and future construction workers.  The future
resident scenario was evaluated as a conservative  measure.  Furthermore, the future  residential
development of Site 16/SSA 16 is highly unlikely given its location within the restricted area of the
Station and the newly-constructed security fence that encloses the restricted area.

As part of the human health risk assessment, incremental cancer risk (ICR) values and hazard index
(HI) values were calculated for each of the exposure routes and potentially exposed populations.
An ICR refers to the potential cancer risk that is above the background cancer risk in unexposed
individuals. For example, an ICR of 1 x 10"04 indicates that exposed individuals have an increased
probability of one in ten thousand of developing cancer subsequent to exposure over the course of
their lifetimes. USEPA considers the target ICR range of 1  x lO"04 to  1 x 10*  to be generally
acceptable.  The HI value is an estimated measure of noncarcinogenic effects; it is a ratio of the level
of exposure to an acceptable level  for all COPCs.  A HI  less than  1.0 indicates  that adverse
noncarcinogenic health effects are unlikely to occur subsequent to exposure. A HI greater than 1.0
indicates there is a potential for adverse noncarcinogenic health effects to occur at that exposure
level.
                                          7-1

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 Table 7-2 summarizes the maximum ICR and HI values that were calculated in the human health
 risk assessment for Site 16/SSA 16. As shown on the table, all of the media/potential receptors
 evaluated had ICRs within the USEPA's acceptable risk range. The HI values were below 1.0 except
 for the future residential scenarios.  The His were calculated as 1.8 and 5.2 for the future adult
 resident and future child resident, respectively. The HI values were primarily driven by the presence
 of antimony (at 57% of the total HI). A definite source of antimony has not been detected at
 Site 16/SSA 16.

 Results of the human health risk assessment indicate that potential carcinogenic as well as systemic
 (or noncarcinogenic) adverse health effects could occur for future residents exposed to affected
 environmental media at Site 16/SSA 16. The total site risk and HI values for future residents were
 1.6X10"4 and 7.0, respectively.  These values were derived by adding the carcinogenic risks and
hazard indices (His) for every potential exposure route and affected medium for both children and
adults receptors.

 Total Site Risk

Total site risks for future potential residential adults and children  are 9.4x1 O*5 and 6.5x10 -J,
respectively. These risk values fall within USEPAs target risk range of 1x10* to 1 xl 0"*, which is
generally considered to be acceptable  for most  sites.  The  presence of dissolved arsenic in
groundwater and total arsenic in surface soils accounts for approximately 60 percent of the risk to
both children and adults.

Arsenic was detected in 24 of 26 Site 16/SSA 16 surface soil samples at concentrations ranging from
2.1 J to 20 mg/kg. The upper 95 % confidence value of the arithmetic mean arsenic concentration,
derived for use in the baseline risk assessment, was 6.08 mg/kg.  Arsenic was also detected in 44 of
44 background surface soil samples obtained from throughout the Station. Background arsenic
concentrations ranged from 0.46L mg/kg to 63.9 mg/kg, with an upper 95 % confidence arithmetic
mean value of 5.7 mg/kg. In general, background concentrations of arsenic are similar to site related
concentrations of arsenic. Although the Site 16/SSA 16 upper 95 % confidence value is slightly
higher than the background upper 95 % confidence value, approximately 90 percent of the future
potential risks to future resident children and adults can be attributed to naturally occurring
concentrations of arsenic in surface soils.
                                           7-2

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                    C.I--H rctu  J nwnu                                                P.04/03
Dissolved arsenic was detected in 1  of 10 Site 16/SSA 16 shallow groundwater samples at a
concentration of 5.9 ug/L, well below the enforceable MCL value (and Virginia's MCL) of SO ug/L.
Furthermore, dissolved arsenic was detected in 2 of 18 background wells with a maximum detected
concentration of S.5L ug/L.  Potential human health risks associated with the presence of dissolved
arsenic in groundwater at Site 16/SSA 16 can be attributed to the sporadic natural occurrence of
arsenic in shallow groundwater and not past site activities.

Total Site His

Total site HI values for future potential resident adults and children exceed 1,0, suggesting that
adverse systemic or noncarcinogenic human health may occur subsequent to exposure. HI values
of 1.8 and 5.2 for adults and children, respectively, are driven by the presence of dissolved
antimony, arsenic and manganese in Site 16/SSA 16 groundwater samples.

Adult residents exposed to these dissolved inorganic constituents through the future potable use of
groundwater, produce an HI value of 1.3, whereas children produce an HI value of 3.0.   The
presence of dissolved antimony accounts for approximately 60 percent of the HI values.  Antimony
was detected in 2 of 10 site wells (16GW05-01 and 16GW06-01) sampled during the Round Two
RI. The detected concentrations of dissolved antimony were 19.3 jig/L (in a well located on the
western periphery of Site 16,  16GW05-01) and 13.1 ug/L (in an upgradient well,  16GW06-01).
These values exceed the enforceable federal MCL value of 6 ug/L. However, dissolved antimony
was also detected in 5 of 18 background groundwater samples in excess of the enforceable federal
MCL value.  Background dissolved antimony concentrations ranged from 16.7J ug/L to 21.1J ug/L.
The presence of antimony in Site 16/SSA  16 groundwater samples can. be attributed to naturally
occurring concentrations in Station shallow groundwater and not Site 16/SSA 16 activities.

An HI value in excess of 1.0 was also derived for future resident children potentially exposed to
Site 16/SSA 16 surface soils. The inorganic constituents antimony (18 %), arsenic (17%), cadmium
(16%), chromium (20 %) and the organic contaminant Aroclor 1254 (14%) accounted for more than
80 % of the elevated HI value.  Individual  hazard quotient values (HQs) for these constituents do
not equal or exceed 1.0 and range from 0.2 (Aroclor  1254) to 0,3 (chromium). Target organs
affected by these chemicals include the skin  (arsenic), the blood (antimony), renal cortex (cadmium),
and the immune system (Aroclor 1254). Chromium, in it's hexavalent (+6) state can also affect the
                                          7-3

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 skin. Therefore, only HQs for chromium and arsenic should be summed, resulting in an HI value
 of 0.57. This HI value falls below 1.0 indicating that systemic effects to the skin will not occur
 subsequent to future potential residential exposure to Site 16/SSA 16 surface soils by children.

 Summary

 Although total site risk and His indicate that potential unacceptable cancer risks and systemic health
 effects could occur if Site 16/SSA 16 were used for residential purposes, ICRs and HI values are
 driven by constituents that are related to background conditions at the Station.  This is particularly
 true for shallow groundwater which contains dissolved arsenic and antimony. These constituents
 were detected at similar concentrations in background wells located throughout the Station in areas
 unaffected by Site 16/SSA 16 activities. Furthermore, shallow groundwater is not likely to be used
 as a future potable source because of the relatively low water yields produced by the shallow aquifer.
 The shallow aquifer at Site 16/SSA 16 is the Comwallis Cave aquifer.

 The shallow aquifer system within York Co. is comprised of the Columbia, Cornwallis Cave and
 Yorktown-Eastover aquifers and their associated confining units. Potable water sources from the
 shallow aquifer system are drawn from the  Columbia  and Yorktown-Eastover aquifers.  The
 Columbia Aquifer is not present at Site 16/SSA 16. The Cornwallis Cave aquifer is not used as a
 potable water source due to its limited yields. (Oral communication between Baker Environmental,
Inc. and Terry Wagner - Environmental Program Manager  in  the  office of Groundwater
Management-VADEQ on July 17,   1995).   This  is also  supported in A.R.  Brockman and
D.L. Richardson's Report "Hydrogeology and Water Quality of the Shallow-Groundwater System
 in Eastern York County, Virginia" where it is stated that the Cornwallis Cave aquifer is not used as
a public or domestic water supply.

 •      Ecological Risk Assessment

An ecological risk assessment was conducted at Site 16/SSA 16 to evaluate the potential for past site
operations  to have adversely affected the ecological  integrity of the  terrestrial and  aquatic
communities of or adjacent to the sites. The ecological risk assessment evaluated the analytical
results from surface soil, surface water, and sediment samples collected during the Round Two RI
and/or the removal action. In addition, benthic macroinvertebrate and fish species were collected
                                          7-4

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and identified during the field investigation.  Ecological COPCs were selected for surface soil,
surface water, and sediment as shown on Table 7-3.

The ecological risk assessment was divided, into aquatic and terrestrial portions, based upon the
ecosystems at risk and the data available to evaluate risk.  The aquatic ecosystem was evaluated by
the calculation of benthic  macroinvertebrate species diversity, richness and a comparison to
ecologically similar background  locations.  In addition, the aquatic ecosystem was evaluated by
determining the  exceedances  of contaminant-specific  surface  water  and sediment effect
concentrations and an increase of any gross external fish pathologies.

The terrestrial portion of this assessment included the determination of exceedances of contaminant-
specific soil benchmark values established in the literature and by evaluation of specific effect doses
by the use of terrestrial food chain models. The assessment endpoint for the terrestrial ecological
RA is the reduction of a receptor population or subpopulation that is attributable to contaminants
from the  site.

With respect to the aquatic ecosystem, only one inorganic compound detected in the surface water
exceeded screening levels  and background concentrations.  The  sediment at Site 16/SSA 16
contained VOC, pesticides,  and inorganics.

The vast majority of constituents detected in sediment samples were present in concentrations below
the ER-L (Effects Range-Low). None exceeded the ER-M (Effects Range-Medium).  Sediment
samples collected downstream of the site, in the stream emptying into Felgates Creek, contained no
exceedances of the ER-L.  The surface water and sediment quality in Felgates Creek will continue
to be evaluated during subsequent studies at other WPNSTA Operable Units.

Surface soil exceedances of literature toxicity benchmark values indicate the potential for the
ecological COPCs to be adversely impacting the terrestrial  flora and fauna at Site 16/SSA 16.
However, most of these studies do not take into account the soil type, which may  have a great
influence on the toxicity of the contaminants. For example, soil with high organic carbon content
will tend to absorb many of the organic ecological COPCs, thus making them less  bioavailable to
terrestrial receptors. The benchmark values are based on both field and growth chamber studies;
therefore, the reported toxic concentrations are not always equivalent to actual field conditions.  In
                                          7-5

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addition, the majority of the benchmark values used for comparison purposes had low levels of
confidence assigned to the values based on the number of studies performed (less than ten studies)
and the diversity of species tested.

There is uncertainty in assessing the terrestrial environment using these benchmark values. Various
inorganics in surface soil have a high degree of variability.  The high degree of variability of
inorganic concentrations in surface soil in turn magnify the  uncertainty associated with using
literature toxicity values to assess potential risk posed to the terrestrial environment.

Terrestrial uptake modeling suggested that a small potential for effects on raccoons (Quotient Index
[QI] = 7.25), quail (QI = 2.96) and white-tailed deer (QI = 1.13) could occur.  Because of the
conservative estimates used in the modeling effort, QI values between 1 and 10 do not suggest the
need for further remedial action to protect the health of these potential receptors.  However, the
cottontail rabbit model (QI = 30.7) indicates a significant potential for adverse effects to occur to
the rabbit population.  However, the ecological COPCs driving the risk to these species through
modeling are also driving a risk to the same species when background concentrations are used in the
models.

The shrew model (QI = 2,250) did exceed the acceptable QI range (less than 100). However, there
are other factors incorporated within the shrew model which contributed to this high QI.  There is
a high degree of uncertainty involved with the use of the shrew model.  This model assumes that
ninety percent of the shrew's diet is earthworms and the concentration of the ecological COPCs in
the earthworm is considered equivalent to the concentration of the ecological COPCs in the surface
soil. The model does not take into account that the shrew may ingest other soil invertebrates, not
exclusively worms. In addition, the assumption that the soil concentration is equivalent to the worm
concentrations does not consider the bioavailability of the ecological COPCs to the worm.  The
model assumes that all ecological COPCs in the soil are bioavailable to the worm.  The model is
very conservative, which is demonstrated by the high risk to the shrew presented by background
concentrations.  The background shrew value was calculated as QI = 891.  Note that the background
shrew model was conducted using background surface soil and surface water data only for the
ecological COPCs for Site 16/SSA 16. In addition, some of the inorganics driving the shrew model
(aluminum and iron) are probably a result of regional conditions and not site-related chemicals.
Therefore, the shrew model most likely overestimates the terrestrial risk posed by Site 16/SSA 16.
                                          7-6

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SECTION 7.0
   TABLES

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                                    TABLE 7-1
                SUMMARY OF CONTAMINANTS OF POTENTIAL CONCERN
                EVALUATED IN THE HUMAN HEALTH RISK ASSESSMENT™
                                SITE 16 AND SSA 16
                       NAVAL WEAPONS STATION YORKTOWN
                              YORKTOWN, VIRGINIA
Contaminant of Potential
Concern
Soil
Surface
VOLATILE ORGANICS
1,1-Dichloroethene
1,1-Dichloroethane
1,1,1 ,-TrichIorethane
Trichloroethene
Tetratchloroethene





Subsurface






SEMTVOLATILE ORGANICS
1 ,4-Dichlorobenzene
Benzo(a)pyrene

•


Pesticides/PCBs
Aldrin
4,4'-DDT
Aroclor-1254
Aroclor-1260


•
•
INORGANICS
Aluminum
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Manganese
Mercury
Vanadium
•
•
•
•
•
•
•
•
•
•
•





•
•
•
• •

•


•

•
Groundwater
Total
Dissolved

Surface Water
Sediment

•
•
•
•
•
•
•
•
•
•











•

•






•
•



•

•
•

•


•

•
•
•




•
•
•




•













•





•


•

•





•

•
(l)  The contaminants of potential concern listed were developed for the Round Two RI.

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                                        TABLE 7-2
                SUMMARY OF MAXIMUM (CR AND HI VALUES CALCULATED
                         IN THE HUMAN HEALTH RISK ASSESSMENT
                                    SITE 16 AND SSA 16
                          NAVAL WEAPONS STATION YORKTOWN
                                  YORKTOWN, VIRGINIA
Environmental Media
Surface Soil
Subsurface Soil
Groundwater
Surface Water
Sediment
Totals
Potential Receptors
Civilian Worker
ICR<'>
2.0 x lO"05
NA<3>
NA
1.1 x 10-06
1.5xlO-°s
3.6 x 10-05
HI<2>
0.29
NA
NA
0.20
0.11
0.6
Future Adult
Resident^
ICR
2.7 x 10"05
NA
6.4 xlO-05
1.8 xlO"07
2.7 xlO-06
9.4 xlO-05
HI
0.41
NA
1.3
0.03
0.02
1.8
Future Child
Resident^
ICR
2.5 x lO"05
NA
3.7 x 10-05
2.0 x 10-07
3.2 x 10-06
6.5 x 10-03
HI
2.0
NA
3.0
0.09
0.1
5.2
Future Construction
Worker
ICR
NA
1.9 xlO-06
NA
NA
NA
1.9 xlO-06
HI
NA
0.5
NA
NA
NA
0.5
(I)  ICR = Incremental Cancer Risk.
<*>  ffl = Hazard Index.
m  NA = Media was not a concern for this receptor.
(4>  Note that for the baseline risk assessment, the HI and ICRr values for the residents are the sum total of the
   resident adult and resident child HI and ICR values, respectively.

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                  TABLE 7-3
SUMMARY OF CONTAMINANTS OF POTENTIAL CONCERN
  EVALUATED IN THE ECOLOGICAL RISK ASSESSMENT
               SITE 16 AND SSA 16
       NAVAL WEAPONS STATION YORKTOWN
             YORKTOWN, VIRGINIA
Contaminant of Potential
Concern
Surface
Water
Sediment
Surface
Soils
VOCs
Carbon Disulfide
Toluene


•
•


PESTICIDES/PCBS
Endrin Aldehyde
Total PCBs


•
•

•
INORGANICS
Aluminum
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Cobalt
Copper
Iron
Lead
Manganese
Mercury
Nickel
Selenium
Silver
Vanadium
Zinc










•








•

•

•
•
•





•


•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•

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8.0     Description of the No Further Remedial Action Decision with Institutional Controls

•      Description

As was previously mentioned, the selected alternative for Site 16/SSA 16 is the No Further Remedial
Action Decision with Institutional Controls.  Because the Removal Action conducted in 1994
mitigated potential unacceptable risks to human health and the environment under the current and
predicted future  land use for WPNSTA Yorktown, this alternative involves taking no further
remedial actions (including sampling) at the site with the exception of instituting land-use
restrictions and  aquifer-use restrictions.   The  No  Further Remedial Action  Decision with
Institutional Controls is justifiable because the conditions at Site 16/SSA 16 are currently protective
of human health and the environment.  Although risk levels at Site 16/SSA 16 under the future child
resident scenario are within the generally accepted risk range, institutional controls have been
included as a conservative measure. These controls will be utilized to insure that future residential
land use of Site 16/SSA 16 will be controlled by the DoN.

•      Rationale

The following section provides detailed rationale of why the No Further Remedial Action with
Institutional Controls Decision is the selected alternative for Site 16/SSA 16. Because the human
health and ecological risk assessments indicated that potential human health and ecological effects
associated with Site 16/SSA 16 are limited, the DoN performed a pre-evaluation to determine if a
Feasibility Study (FS) was necessary for Site 16/SSA 16. One of the first steps of this pre-evaluation
was to evaluate areas of concern for each of the media of concern identified  in the RI risk
assessments. Areas of concern were identified by comparing COPC concentrations to Federal and
Commonwealth standards (or if a standard was not established for a specific COPC, a site-specific,
remediation goal option was calculated).  The  sample locations that exceed the Federal  or
Commonwealth standards (or the risk-based value if no standard existed) were evaluated to see if
they could be grouped into an area of concern. A summary of the evaluation conducted to determine
if Site 16/SSA 16 had groundwater or surface soil  areas of concern follows:
                                          8-1

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Grovndwater Areas of Concern

Groundwater COPC concentrations were compared to the Federal MCLs, which are drinking water
standards designed  for the protection of human health, and to the Commonwealth of Virginia
PMCLs. Table 8-1  lists the MCLs and the Virginia PMCLs for the Site 16/SSA 16 groundwater
COPCs. In addition, the remediation goal options calculated for the COPCs without an established
MCL/PMCL, the maximum detected COPC concentrations, and the sample locations that exceed
the criteria are included on the table.' Based on a comparison of the COPC concentrations detected
at Site 16/SSA  16 to the listed standards, there are no groundwater areas of concern that would
require remediation.

As shown on Table 8-1, only three COPCs had detected concentrations exceeding the groundwater
criteria or the remediation goal  option: aluminum, antimony, and manganese.  As previously
mentioned, the detected concentrations of aluminum, antimony, and manganese were within or near
the range of contaminant.concentrations detected  in WPNSTA Yorktown background samples
reported in the Final Background  Report for WPNSTA Yorktown.  The background concentration
ranges for these three inorganics were 44.9 ug/L  to 14,600 ug/L for aluminum; 16.4 ug/L for
antimony; and 4.5 ug/L to 413 ug/L for manganese.  As shown on Table 8-1, with the exception of
antimony, the dissolved (filtered) inorganic concentrations were significantly less than the total
concentrations indicating that the inorganics are not a groundwater concern.

It also is important to note that the human health risk assessment concluded that groundwater was
a potential media of concern primarily due to the presence of total arsenic, total manganese, and
dissolved antimony.  The detected levels of arsenic did not exceed a Federal MCL or Virginia
Secondary MCL (SMCL).  The detected levels of manganese exceeded only the Federal SMCL,
which is not an  enforceable regulation.  The detected levels of dissolved antimony exceeded the
federal MCL, but not the WPNSTA Yorktown background levels.

Therefore, based on the above-mentioned information, no areas of concern were identified for the
groundwater at Site 16/SSA 16 and no further remedial action other than institutional controls was
deemed necessary.
                                         8-2

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Soil Areas of Concern

Based on the conclusions of the ecological risk assessment, the contaminant concentrations detected
in the surface soil samples were evaluated to determine areas of concern that may require
remediation at Site 16/SSA 16. With respect to ecological risks, there are no enforceable numerical
standards or criteria that can be applied to surface soil. Therefore, the surface soil data could not
be compared to any set of standards to identify areas of concern.

The ecological risk assessment concluded that the potential risk at Site 16/SSA  16 was driven
primarily by Aroclor 1260, aluminum, antimony, cadmium, and iron in the  surface soil.  For
comparative purposes,  the detected concentrations of  the  inorganics  were  evaluated against
WPNSTA Yorktown background concentrations in soil and soil toxicity.benchmark values presented
in literature (see Table 8-2).  The inorganics were detected at concentrations greater than the
maximum concentrations detected in the WPNSTA Yorktown background samples, and greater than
benchmark values obtained from the literature indicating that adverse effects  from the detected
concentrations on soil organisms may potentially occur.

Detected concentrations of PCBs at Site 16/SSA 16 do not pose unacceptable risks to human health
or the ecology.  PCBs were, however, detected in the surface soil samples at Site 16/SSA 16 at
concentrations ranging from 34 ug/kg to 3,040 ug/kg. The DoN evaluated whether these levels
warranted remediation.  With respect to the protection of human health, the PCB concentrations
were evaluated against the USEPA guidance for the cleanup of PCBs under CERCLA. The guidance
(which is not a regulation) suggests that PCBs be remediated to 1,000 ug/kg (or 1 part per million
[ppm]) for residential areas, and between 10 ppm to 25 ppm for industrial areas.  Since the detected
concentration of PCBs at Site 16/SSA 16 was not determined to present an unacceptable current or
future human health risk, and since the maximum detected PCB concentration (i.e., 3 ppm) is below
the suggested remediation limit for industrial areas (10 ppm to 25 ppm), remediation of the PCBs
did not appear to be  warranted for this site for the protection of human health. In addition, the
institutional controls included with the selected remedy for  Site 16/SSA  16 will restrict future
residential use of the area. It is anticipated that the future land use of this area will be for industrial
purposes.
                                          8-3

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With respect to ecological concerns, the detected PCB levels were evaluated against benchmark
values for effects on terrestrial flora and fauna.  Adverse effects were noted in earthworms and
invertebrates. There is uncertainty in assessing the terrestrial environment using these benchmark.
values. Various inorganics in surface soil have a high degree of variability. The high degree of
variability of inorganic concentrations in surface soil in turn magnify the uncertainty associated with
using literature toxicity values to assess potential risk posed to the terrestrial environment. Based
on this evaluation, remediation of the PCB soil did not appear to be warranted for the protection of
the environment.

Therefore, based on the above-mentioned information, no areas of concern were identified for the
surface soil at Site 16/SSA 16 and no remedial action other than institutional controls was deemed
necessary.
                                           8-4

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SECTION 8.0
   TABLES

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                                         TABLE 8-1
                     SUMMARY OF CRITERIA AND RISK-BASED VALUES
           APPLICABLE TO THE GROUNDWATER COPCs FROM THE ROUND TWO RI
                                     SITE 16 AND SSA 16
                           NAVAL WEAPONS STATION YORKTOWN
                                   YORKTOWN, VIRGINIA
Groundwater
Contaminant of Potential
Concern
Groundwater Criteria0'
Federal
MCL
(ug/L)
Virginia
PMCLs
(ug/L)
Remediation Goal
Options
(ng/L)(2>
VOLATILE ORGANICS
1,1-Dichloroethene
1,1-Dichloroethane
1,1,1-Trichloroethane
Trichloroethene
Tetrachloroethene
7
„(')
200
5
5
7
-
200
5
-

1,560



SEMTVOLATDLE ORGANICS
1 ,4-dichlorobenzene
75
' -

PESTICEDES/PCBS
Aldrin
Endrin
4,4'-DDT
-
2
—
-
0.2
—
0.47

7.82
INORGANICS
Aluminum
Antimony
Arsenic
Beryllium
Chromium
Manganese
Vanadium
-
6
50
.4
100
50<4>
—
-
-
50
-
50
50«>
-
15,600





110
Maximum Detected
Concentration
(ug/L)
Total
Dissolved
Locations that
Exceed the
Criteria

2
1
7
0.7
0.6
2
1
7
0.7
0.6
None
None
None
None
None

2
2
None

0.043
0.02J
0.058

16,600
NDM*)
21.4
0.93
41.4
146
36
0.043
0.02J
0.058
None
None
None

17
19.3
5.9
0.34
1.6
114
2.7
16GW01
16GW05
None
None
None
16GW04
16GW07
16GW09
None
Notes:

(1)  Federal MCL  - Federal Safe Drinking Water Act Maximum Contaminant Level (USEPA, November 1994;
   Drinking Water Regulations and Health Advisories) and Virginia Drinking Water Standards - PMCLs - Primary
   Maximum Contaminant Levels (Bureau of National Affairs, December, 1994).
(2)  Remediation Goal Options were established for the COPCs that did not have an existing Federal MCL or
   Virginia PMCL. They were based on an ICR = 1 x 10"04 and an HI = 1.0. The most limiting (conservative) risk-
   based value is listed on the table.  These values were developed in the RI for Site 16/SSA 16.
0)  „   =  No criteria published.
(4)  Federal SMCL  = Secondary Maximum Contaminant Level, not a promulgated standard.
(S)  ND - Not detected.
(6)  Antimony  (total fraction) was detected during the Round One RI at a concentration of 48.3 ug/L.

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                                     TABLE 8-2

        SUMMARY OF INFORMATION USED TO EVALUATE AREAS OF CONCERN
               WITH RESPECT TO THE ECOLOGICAL RISK ASSESSMENT
                                 SITE 16 AND SSA 16
                       NAVAL WEAPONS STATION YORKTOWN
                               YORKTOWN, VIRGINIA
Primary Surface Soil
Ecological Contaminant of
Concern
Pesticides/PCBs (ng/kg)
PCBs (total)
Inorganics (mg/kg)
Aluminum
Antimony
Cadmium
Iron
Soil Flora and Fauna
Toxicity Values'"
Plant
40,000
50
5
3
100(2)
Earthworm
40®
NE
NE
20
NE
Invertebrate
40«
NE .
NE
3
3,515
Microorganisms
and Microbial
Processes
NE<»
600
NE
20
200
Range of Positive
Detections
34 - 3,040
4,280 - 9,220
9 - 63.8
0.62 - 66.5
5,240-217,000
(l)   Will and Suter, 1994a and 1994b unless indicated otherwise (Values presented for plants, earthworms, and
    microorganisms and microbial processes are benchmarks below which adverse impacts to these species
    are not expected. Values for invertebrates are No Observed Effects Concentrations; however, they are
    based on less data than the benchmarks)

w   USEPA, 1995a (Region III BTAG Soil Screening Levels for Soil Fauna)

w   NE = Not Established
ug/kg  =   micrograms per kilogram
mg/kg  =   milligrams per kilogram

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9.0    Explanation of Significant Changes

The Final PRAP for Site 16/SSA 16 was released for public comment in July 1995.  The PRAP
identified the No Further Remedial Action Decision as the preferred alternative. USEPA Region III
provided comments on the Final PRAP suggesting that institutional controls be added to the No
Further Remedial Action Decision  to insure the future protection of human health  and the
environment.  USEPA suggested that the institutional controls include methods to insure that future
residential land use of Site 16/SSA 16 will be controlled by the DoN. Based on USEPA's comments,
the selected remedy for Site 16/SSA 16 was changed from the preferred alternative presented in the
PRAP to include land-use and aquifer-use restrictions at the site.
                                         9-1

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 10.0    RESPONSIVENESS SUMMARY

 The selected remedy for Site  16/SSA 16 is the No Further Remedial Action Decision with
 Institutional Controls. Based on written comments received during the Public Comment Period and
 the Comments received from the audience at the Public Meeting on August 23, 1995, the public
 appears to support the preferred alternative.

 The transcript of the Public Meeting is provided in Appendix A.  Navy responses to comments
 provided during the Public Comment Period are provided in Appendix B.

 10.1    Background on Community Involvement

 As part of the requirements of the Community Relations Program, community interviews were
 conducted from  July 29 to August 1,  1991.  These interviews were conducted to inform the
 community, primarily through elected officials, public agencies, interest groups and concerned
 citizens, of the IR Program and the sites  at WPNSTA Yorktown.  The interviews also were
 conducted to obtain feedback from the community at large on the perception of WPNSTA
 Yorktown, and on the reaction concerning the possibility that WPNSTA Yorktown would be placed
 on the National Priorities List (NPL) as a Superfund Site.

A total of 26  individuals were interviewed.  The WPNSTA Yorktown Public Affairs Officer
 interviewed additional citizens. Attempts were made to speak with a wide variety of individuals
representing local and Commonwealth government, community groups, and educational groups.
Citizens representing the area closest to  the station,  the community of Lackey, were  also
 interviewed. -The following is a breakdown of the types of interview participants: public officials,
 station personnel, station residents, media representatives, community/environmental groups, local
off-station residents, and local business persons.

Prior  to  1995, public input on environmental activities was  provided by  a Technical  Review
Committee (TRC).  In order to generate more involvement from the general  public, the TRC was
replaced by a Restoration Advisory Board (RAB) on March 16,1995. The RAB meets quarterly to
discuss ongoing activities  and issues at WPNSTA  Yorktown.  The  Public  Meeting  for
 Site 16/SSA 16 was conducted in conjunction with a RAB meeting.
                                        10-1

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During the Public Meeting, three RAB members asked questions in regard to surface water and
groundwater conditions at Site 16/SSA.16. These questions were answered to the satisfaction of the
RAB members during the meeting (refer to Appendix A - Public Meeting Transcript).
                                        10-2

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                                APPENDIX A
TRANSCRIPT OF PUBLIC MEETING - AUGUST 23,1995

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 1             PROPOSED REMEDIAL ACTION PLAN (PRAP)

 2

 3               PUBLIC MEETING for OPERABLE UNIT

 4                   (OU) II (SITE 16/SSA 16)

 5            RESTORATION ADVISORY BOARD (RAB) MEETING

 6

 7        FOR THE INSTALLATION RESTORATION PROGRAM (IRP)

 8                NAVAL WEAPONS STATION YORKTOWN

 9                      YORKTOWN, VIRGINIA

10         YORK COUNTY SOCIAL SERVICES/RECREATION CENTER

11                     301 GOODWIN NECK ROAD

12                        23 AUGUST 1995

13                     6:30 P.M. - 8:30 P.M.

14

15    PRAP PRESENTATION SPEAKER:

16    DONALD C. SHIELDS

17

18    US GEOLOGICAL SURVEY FRAMEWORK STUDY OVERVIEW SPEAKER:

19    ALLEN BROCKMAN

20

21    COMMENTS/ANNOUNCEMENTS OF FUTURE MEETINGS SPEAKER:

22    JEFF HARLOW

23

24    REPORTING SERVICES PERFORMED BY:

25    MICHELLE ANTHONY
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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 1                          PRAP MEETING

 2

 3                     MR. BLACK:  Our new commanding officer

 4    is not able to be here tonight.  He's up in a so-called

 5    Board of Directors Meeting for the Naval Ordinance

 6    Center in Maryland.  Our Executive Director, Bruce

 7    Doubleday, is carrying his luggage up there for him I

 8    guess.  He's in attendance there as well..

 9                     Captain Delaplane had a change of

10    command on the 27th of June.  So Captain Denham is the

11    new commanding officer right now.  I'm not certain

12    whether he will designate himself to be the co-chair

13    here or —

14                     MRS. NEILL:  He has Tom.

15                     MR. BLACK:  He has?  Last I heard it

16    was either he or Bruce.  So right now Carolyn Neill, who

17    is head — our environmental director is sitting in as

18    the Navy's co-chair.  He's gotten appointed at least for

19    tonight.

20                     We have one new member here.  This is

21    the first time he's made it.  Primarily, because we've

22    changed the meeting date from Thursday to Wednesday.

23    That's Yancey McGann down on the corner down there.  If

24    y'all don't know Yancey, he's a former Executive

25    Director at the Weapons Station Yorktown, been there
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster  Lane, Virginia Beach, VA (804) 486-2487

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 1    longer than I have, in fact; but retired last April the

 2    1st, April Fool's day, he retired.  So welcome to him

 3    for being here, and y'all excuse me please.

 4                     What else was I supposed to say, Jeff?

 5    I can't remember.  I think that's it anyhow, but I'm

 6    going to introduce Don Shields now.  Don's going to give

 7    a presentation on this board that we have been looking

 8    at over here for the Proposed Remedial Action Plan on

 9    Site 16, which is the West Road Landfill and Site

10    Screening Area 16, which is a scrap metal dump that we

11    used to have down near Building 402 on this station.

12                     So without further ado, Don, I'll let

13    you go at it.

14                     MR. SHIELDS:  Thank you, Mr. Black.

15    Again, Mr. Black we at Baker Environmental really

16    appreciate the opportunity Alantic has given us to work

17    down here at Weapons Station and have the opportunity to

18    come out tonight and present our results.

19                     Could we get those lights too, Tim,

20    please.  And thank you all for coming out to hear us

21    give our presentation on the results of the work we have

22    been doing at Site 16 and Site Screening Area 16.

23                     For those of you who were at the last

24    RAB Meeting, we had — you'll probably recall this.  We

25    gave a presentation oh the work we had been doing at
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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 1    these sites at that time.  Tonight's presentation is

 2    part of the public meeting that's required now that the

 3    Navy has proposed it's remedial plan for this site.

 4    Because I know you have a full agenda this evening,

 5    we're going to go through this a little quicker than we

 6    did last time, and because you've had a chance to hear

 7    this presentation before.

 8                     We'll briefly touch on the background

 9    of the site, the Removal Action that was conducted at

10    the site in 1994, some of the previous investigations

11    including this most recent Remedial Investigation and

12    the Risk Assessment work that has been done there, and

13    spend a little more time on the Proposed Plan for

14    Remedial Action at Site 16 and Site Screening Area 16

15    that the Navy is proposing tonight.

16                     Hopefully, you've had a chance to look

17    at the posters that are up.  Anything that's going to be

18    presented tonight is — that information is presented on

19    those posters and also in some of the other documents

20    that you have received, such as the Proposed Remedial

21    Action Plan, the RI Report, some of the things the RAB

22    members have gotten executive summaries for.

23                     For those of you who were here at our

24    last meeting, you will recall Site 16 is a fairly small

25    site.  It was used as a Surface Dumping Ground or dump
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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 1    site during the 1950's and the 1960's for a wide variety

 2    of things, mostly scrap material, batteries, 55-gallon

 3    drums, general scrap refuse as listed up here was dumped

 4    on the surface there.  There are some pictures of that

 5    on the one poster board that we have this evening.

 6                     This is an aerial photo that shows a

 7    couple of things.  North is to the top of the screen.

 8    To get you folks oriented, this is Lee Pond, Lee Road,

 9    Main Road, and West Road; which the West Road Landfill

10    was named for.  That's site 16.  This is the Hunt Shack

11    and the archery range that those of you who have been to

12    Site 16 probably recall, and Site 16 is this wooded area

13    right along here/ and overlapping the northern part of

14    it is Site Screening Area or SSA 16, which is the old

.15    metal scrap yard.  This is an eastern branch of Felgates

16    Creek.

17                     Site Screening Area 16 was also covered

18    in this investigation that we've done.  Most of you that

19    are involved in the RAB understand that the Site

20    Screening Area is a former Solid Waste Management Unit

21    or an area of concern that the Navy has agreed to

22    subject to a screening process to determine whether or

23    not a full pledged RI/FS or Remedial Investigation

24    Feasibility Study process is required for that site.

25                     Because Site 16, because Site Screening
                    MICHELLE ANTHONY & ASSOCIATES
       836  Westminster Lane, Virginia Beach, VA  (804) 486-2487

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 1    Area 16 or SSA 16 overlies the northern portion of Site

 2    16, they were lumped together and investigated in one

 3    group over the past year.

 4                     Site Screening Area 16, the building

 5    402 Metal Disposal Area, is also a small site.  It is

 6    only an acre in size it overlies the northern portion of

 7    site 16 and mostly scrap metal and some empty drums and

 8    other material of that nature was disposed of there.

 9                     This is an aerial photo that shows Site

10    screening Area 16 in close-up.  This is a view that's

11    opposite to the last photo you saw or any of the maps

12    that you have probably seen for the sites.  We're

13    looking south this time.  Here's Lee Pond down here or

14    up here, excuse me.  Lee Road, West Road and this gives

15    a good close-up view of Site" Screening Area 16.  This is

16    where the scrap metal was piled up at one time, and it

17    has since been removed, not as a Removal Action, but as

18    a general housekeeping action that has taken place by

19    the Bay Station.

20                     Site 16 would be located down in this

21    wooded area right along in here.  Here's the archery,

22    the open archery area Site 16 and the Hunt Shack would

23    be just off the — out of the photo.  Mr. Harlow didn't

24    lean out of the helicopter far enough when he was taking

25    it or we would have picked up the Hunt Shack in the
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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 1    photo.

 2                     Site 16 and all of the other sites at

 3    the Weapons Station have been investigated from an

 4    environmental perspective.  It's been — they have been

 5    put through a battery of investigations over the past

 6    ten years.  These include an Initial Assessment Study,

 7    which was a base-wide study to determine what sites

 8    might need actual work done at them.

 9                     Confirmation studies, which after those

10    sites were selected people — contractors went out and

11    actually collected samples, Biological Sampling and Risk

12    Evaluation was done on the streams and Lee Pond to

13    determine the risks that had to do with the consumption

14    of fish and shellfish at the Weapons Station, but the

15    investigation that started focusing in on Site 16

16    proper, which we are going to talk about tonight,

17    started in 1992 when a Round I Remedial Investigation

18    was conducted.

19                     We went into that in pretty good detail

20    during the last RAB Meeting.  The Round I Remedial

21    Investigation, which was conducted back in '92, included

22    soil, groundwater, surface water, and sediment samples.

23    The results of that investigation indicated that in

24    order to fully complete a Human Health Ecological Risk

25    Assessment, that additional data was going to need to be
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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 1    collected.

 2                     Well, after the Round I had taken

 3    place, but before any further additional investigation

 4    work was done, the Navy proceeded with a Removal Action

 5    at Site 16.  The batteries and the scrap metal and

 6    ordnance and all of those sorts of things were removed

 7    from the surface of Site 16 last year.

 8                     The poster that the Navy provided on

 9    the side has, again, some good photos of the material

10    that's been removed and also includes the before and

11    after photo of the Removal Action.

12                     At the last meeting, Greg Hatchett from

13    LANTDIV had a video here, and it went through the

14    Removal Action process at the sites on the Weapons

15    Station, and there was some footage of the work done at

16    Site 16 at that time.

17                     As well as after the Removal Action was

18    completed and all the scrap materials taken away,

19    samples were collected of the surface soil in order to

20    evaluate how successful that was in removing the sources

21    of contamination, the potential contamination at Site

22    16.  Those are referred to as Confirmation Samples or

23    Surface Soil Confirmation Samples.  And that's important

24    because in the subsequent work that we have done, over

25    the last year, the Round II Remedial Investigation, that
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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 1    data has been put to work again and used as part of that

 2    data set.

 3                     The Round II Remedial Investigation was

 4    conducted, the field work was initiated for that last

 5    summer after the Removal Action was completed.   This

 6    public meeting is part of that project, that Round II

 7    Remedial Investigation and subsequent other documents

 8    that we have been working on and providing to you.

 9                     The Round II Remedial Investigation

10    included collection of soil, groundwater, surface water,

11    and sediment samples.  In addition to that, fish and

12    benthic macroinvertebrates were collected.  Benthic

13    macroinvertebrates is a fancy word for bugs and worms

14    that live in the streams that are down in the sediment.

15                     In addition as I mentioned, the

16    confirmation samples that were collected during the

17    Removal Action were also incorporated as part of that

18    data set for the Round II Remedial Investigation.  All

19    the data we generated was compared to background

20    results, and at our last meeting Rich Hoff from Baker

21    presented a brief talk on what the background

22    investigation was about at Weapons Station.

23                     Basically, it involves collecting

24    samples in areas that are located far away from the

25    sites of concern to determine what the soil,
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach,. VA (804) 486-2487

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                                                               10

 1    groundwater, surface water, and sediment are naturally

 2    away from any man-made impact.  For instance as we know,

 3    as we have talked about before, lead occurs naturally in

 4    soil.  We need to be able to tell whether or not lead we

 5    find in the soil samples at one of our sites is due to

 6    the natural nature of the material or if it has to do

 7    with something from, like, paint or batteries that have

 8    been disposed of at a site.  All the data we generated

 9    during the Round II RI was compared and evaluated

10    against that background data set.

11                     The main purpose of collecting all the

12    data and all the evaluation associated with the Round II

13    Remedial Investigation is to basically conduct a Human

14    Health and Ecological Risk Assessment to determine

15    whether or not there are any risks associated with Site

16    16 or Site Screening Area 16.

17                     For the Human Health Risk Assessment,

18    we grouped those — we conduct that — we group

19    potential folks that could be affected by the site into

20    four different groups or what we call scenarios.  That

21    would include on-site adult workers, folks that may be

22    out and about on the site doing maintenance of some kind

23    or another as part of the land management.

24                     We've also constructed this Risk

25    Assessment model assuming that if there was a housing
                    MICHELLE  ANTHONY & ASSOCIATES
      836 Westminster Lane,  Virginia Beach, VA (804) 486-2487

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                                                               11

 1    development that was set up on Site 16 or SSA 16, what

 2    would the impact be to long-term resident adults or

 3    resident children if they were out on the site as it

 4    stands now, and another model was for construction

 5    workers that might be doing any building activities out

 6    there in the future.

 7                     The results of the Human Health Risk

 8    Assessment are the following:  There are no immediate

 9    threats to human health from the media at 16 or Site

10    Screening Area 16.  There are some possible threats to

11    long-term residents if the site were to be used for

12    housing.  That's a very conservative — that's according

13    to a very conservative scenario.

14                     The risk is driven mainly by arsenic,

15    antimony, and manganese in the shallow groundwater that

16    is underneath the site right now.  These are chemicals

17    that occur naturally and were detected in the

18    background, in the background study, and it's also

19    important to note that the shallow aquifer is not used

20    in this area as a water supply due to its low yield and

21    its poor quality.

22                     And the quality has nothing to do with

23    any kind of contamination or anything like that.  It's

24    just the shallow groundwater just doesn't pump at a very

25    high rate, it's muddy, et cetera; and it just doesn't
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                                                               12

 1    provide a good,  clean water supply,   so  it's  not

 2    something that's generally used in this  area.

 3                     The Ecological Risk Assessment was

 4    conducted on surface soil and surface water and sediment

 5    in the vicinity of Site 16 and SSA 16.   The aquatic and

 6    terrestrial environments, i.e. water up  on the land,

 7    were both evaluated, and it was determined that there

 8    was no unacceptable risk to the environment based on the

 9    results of the Round II Investigation.
                                                      »

10                     One of the other things that Greg

11    Hatchett talked about at the last meeting was the CERCLA

12    Process, CERCLA or Superfund Process, how we  go through

13    evaluating these sites.  The Navy also has a  process

14    that is referred to as the Installation  Restoration

15    Process, and the Navy's designed that to mirror the

16    CERCLA Process.

17                     I put this up so we could see where the

18    Remedial Investigation and some of the work we have been

19    doing at Site 16 and SSA 16 fits in  with this process.

20    At first, we go out to the site, collect, get our data,

21    get a grip on what the nature and extent of

22    contamination and potential risks might  be to human

23    health and the environment at this  site.  That's  the RI

24    or the Remedial Investigation.

25                     After that is done, a Feasibility Study
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                                                               13

 1    is done,  and what a Feasibility Study is,  it takes areas

 2    of concern or areas in contamination at the site,  and it

 3    evaluates what would be the best cleanup or Remedial

 4    Action that could be conducted.-

 5                     If we had like an area, say the size of

 6    in-between these tables here that the soil was

 7    contaminated with a solvent, for instance, we might

 8    evaluate digging up the soil and disposing of it in a

 9    landfill or, digging up the soil and disposing of ;Lt in

10    an incinerator or something along those lines, and all

11    of those options are evaluated, and the pros and cons

12    and the costs and benefits of those are presented.

13                     After that's been completed, the Navy

14    will select its Proposed Remedial Action Plan or PRAP of

15    all those remedies that were talked about in the

16    Feasibility Study.  It picks the one that it feels is

17    the best in accordance with all the criteria that Greg

18    went over last week, and when that's finally completed

19    and there has been public input to that, a Record of

20    Decision is signed, and that's the final document.  The

21    decision is signed off on how one of these sites are

22    going to be handled.

23                     Site 16 and Site Screening Area 16 are

24    a little bit different than that.  Because we found no

25    immediate threats to human health through the
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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MAY-02-1996  14=24
             EPA REG 3 HUW1D
                                                                  P.05x08
                                                                  14
    1
    2
    3
    4
    5
    6
    7
    8
    9
   10
   11
   12
   13
   14
   15
   16
   17
   18
   19
   20
   21
   22
   23
   24
   25
environment, and there were really no areas of concern
that we could go out and put a hand on a site, like,
this is a site of contaminated soil or this is a plume
of contaminated groundwater, there was really no area of
concern that needed to be evaluated,  or where we had to
pull out all of these remedial options and weigh them
against each other.
                 So what the Navy has done is, they have
went past the Feasibility Study stage.  A Feasibility
Study wasn't done for Site 16 and Site Screening Area
16, but they move directly into their Proposed Remedial
Action Plan, and the Proposed Plan for Site 16 and site
Screening Area 16 is as follows:  The plan is no further
Remedial Action with Institutional Controls.
                 Now, that has two parts to it.  The no
further Remedial Action part says that no further
Remedial Action is necessary because the Removal Action
that removed all the material that had been dumped there
on the surface has been successful in removing sources
of potential contamination which might _af feet human
health or  the  environment.
                 The  Institutional control part has to
deal with  the  fact there  were  some, according to these
conservative models,  some potential risks associated
with  long-term residencies at  the  site  if it were  ever
                       MICHELLE ANTHONY & ASSOCIATES
          836  Westminster Lane, Virginia Beach,  VA (804)  486-2487

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flft Y-Q2-1996  14:24
             EPft REG 3 HUMD
                                                                  P.06/08
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to be used in the future as a residential complex.
Those sort of controls on land use and water supply use
are in ~ on non federal facilities are done through
deed restrictions.  On a federal facility such as this/
it would most likely be done through their master plan.
                 As you may recall at the last meeting
when we made this same presentation, the Proposed Plan
was just no further Remedial Action at that time.  The
Institutional Control part is something that the _Navy
has agreed to add on to that based on comments they have
since received on some of their draft documents from the
United States Environmental Protection Agency/ but it's
not just the Navy and the Environmental Protection
Agency or the Commonwealth of Virginia, folks, that are
the only ones that has say in this.  The public has
input on the selected remedy as well.
                 And to conclude tonight/ I will just
touch on these few points:  The public is always
encourage to participate in the decision-making process/
and you have several opportunities to do that.
                 We're right now in the middle of a
formal public comment period that's require under the
CERCLA Process,  and that was announced in the local
newspaper.
                 This public meeting that we're  here
                       MICHELLE ANTHONY & ASSOCIATES
          836  Westminster Lane/ Virginia Beach,  VA (804)  486-2487

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MflY-02-1996  14=25
                      EPA REG 3 HUflD
                                                                  P.07/03
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tonight for is part of that.  Comments can be submitted
on this plan, either verbally this evening in the form
of questions or otherwise commenting to the folks from
LANTDIV or Mr. Black from the station.  We can have
also — you can also submit your comments in a written
form.
                 If you had a chance on your way in, you
may have noticed that there has been a fax sheet/ which
is a good plain-language summary of some of these things
we have been talking about tonight, and there is
information in there on public participation, not only
about the repositories where all the information is
stored, but on ways you can contact Mr. Black
specifically in order to provide any comment to him that
you may have on any aspect of this particular project.
                 When all of those comments, either the
verbal ones tonight, which are going to be recorded by
the stenographer or anything that is written is provided
to Mr. Black, those are all responded to in what's
called a Responsiveness Summary.  That's a section of
the final Record of Decision or ROD.  Those of you who
may receive draft  versions of a Record of Decision,
you'll  see  a  Section  11, which  says Responsiveness
summary.
                  It's  blank  for now because we haven't
                       MICHELLE ANTHONY 6 ASSOCIATES
          836  Westminster Lane, Virginia Beach, VA (804)  486-2487

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MflY-02-199£  14=25
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                                                                  P.08/08
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had public comments yet.  That's what we're getting
tonight/ and when those are responded to/ those will be
put in the final Record of Decision, which is signed off
on by the Navy and the us EPA, and that's the end of my
talk this evening.
                 Jeff/ I don't know if you want to go to
break or if you have questions that we'll be happy to
answer them.
                 MR. HARLOW:  Questions and answers.
                 MR. SHIELDS:  Mr. Black?
                 MR. BLACK:  I agree.
                 MR. HARLOW:  If there are no questions
we can take about a ten minute break.
                 MRS. ROGERS:  Does the Biological
sampling that is done at this particular site/ is that
interrelated to any other Biological Sampling of any
other site that is impacted on/ say/ Felgates Creek?
                 MR. SHIELDS:  At this time/ it is part
of a data base —
                 MRS. ROGERS:  Okay.
                 MR. SHIELDS:  — that eventually will.
This is the first one of the Round II Remedial
investigations that have been done.  For instance, Site
12, site 6 and 7 and a whole host of other sites are in
the pipeline in different  stages.  This was the first
                      MICHELLE'ANTHONY & ASSOCIATES
         836 Westminster Lane, Virginia Beach/ VA (804) 486-2487

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                                                               18

 1    one to cross the finish line so to speak and get to this

 2    stage, but that's part of the data base that's going to

 3    be available to the EPA, the state, and the public in

 4    order for them to evaluate things like Felgates Creek,

 5    et cetera over time.

 6                     MR. HOFF:  Don, if I may?

 7                     MR. SHIELDS:  Yeah, sure, Rich.

 8                     MR. HOFF:  One of the things that EPA

 9    has stressed is trying to stay away from a snapshot

10    understanding of what's going on.

11                     MR. SHIELDS:  Rich, you're going to

12    have to speak up.

13                     MR. HOFF:  One of the things EPA has

14    stressed is to try to stay away from the snapshot

15    evaluation of a habitat or a' potential ecological risk.

16    What we're doing right now is, we compile this

17    information.  There are sites upstream and on Felgates

18    proper, and there are also downstream locations, such as

19    Lee Pond, that are in the pipeline, and they will be

20    evaluated.

21                     And so what we'll be doing with those

22    is, we're looking at the data.  We'll be checking to see

23    that there is potential for secondary sources and

24    migration of contamination to off-site areas, and so it

25    will be evaluated in more of a wholistic fashion as time
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                                                               19

 1    goes by.

 2                     MR.  SHIELDS:   Yes,  sir,  may I have your

 3    name for the stenographer?

 4                     MR.  HAVEN:   Site 16,  you said the

 5    groundwater was not quite acceptable for  residential

 6    development.  Site 16,  I guess, you  said  was maybe an

 7    acre or —

 8                     MR.  SHIELDS:   It's  about five acres in

 9    size.

10                     MR.  HAVEN:   Five acres.   Now, in terms

11    of that five acre place wouldn't it  be reasonable to

12    suppose that the groundwater has spread a little bit

13    backwardly?  So a little bit more of the  groundwater is

14    impacted other than five acres right underneath that

15    site?

16                     MR.  SHIELDS:   Actually,  not at this

17    site.  The data that we had to use to put into this risk

18    model, we — no one well on our site had  the same

19    contaminants twice.  It was like a little bit here of,

20    like, arsenic, and then antimony in  another one, and

21    manganese in another one.  That's why we  didn't have

22    what we call an area of concern.

23                     There was no — there are strict

24    guidelines that are promulgated by the US EPA on how a

25    Human Health Risk is conducted that  we have to follow,
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                                                               20

 1    and so that's why when we say this, we say that it's a

 2    conservative picture that we're presenting to you, but

 3    there is no plume or there is no area we can draw a

 4    circle on a map saying, okay, this is where our antimony

 5    problem is.  That's just not the case, and there are

 6    wells surrounding that that indicates that there is no

 7    sort of —

 8                     MR. DEWING:  Let me ask a question so I

 9    can clarify something.  What depth were the samples, the

10    water samples taken, so-called wells?

11                     MR. SHIELDS:  I would say approximately

12    30 to 40 feet below the ground.

13                     MR. DEWING:  So a depth of 30-40 feet?

14                     MR. SHIELDS:  Yes, sir.

15                     MR. DEWING:'  Groundwater?

16   .                  MR. SHIELDS:  Yes, sir.

17                     MR. DEWING:  Not down in the Yorktown

18    aquifer?

19                     MR. SHIELDS:  No, sir.

20                     MR. DEWING:  If my memory is correct,

21    York County does not allow groundwater wells anymore.

22                     MR. SHIELDS:  I am not aware of that,

23    sir.

24                     MRS. ROGERS:  Yes, they do.

25                     MR. DEWING:  Groundwater wells?
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                                                               21

 1                     MRS. ROGERS:  You mean a well that I

 2    would put in if I were .going to build a house and

 3    couldn't get water?

 4                     MR. DEWING:  You would have to go down

 5    to the Yorktown aquifer like I am —

 6                     MRS. ROGERS:  No, not in the north part

 7    of the county.  They just allowed 120 residencies on two

 8    acres each that are going to have wells.

 9                     MR. DEWING:  How deep?

10                     MRS. ROGERS:  I don't know.

11                     MR. DEWING:  That's the point.

12    "                MRS. ROGERS:  I don't know the depth.

13    I just know there are two wells that are already being

14    put in by the county they are running 250-275 feet.

15                     MR. DEWING:- Okay.  Fine that's not

16    groundwater.

17                     MRS. ROGERS:  That's what I was asking.

18    Yet 60 feet would be considered the groundwater up in

19    the upper part of the county.

20                     MR. DEWING:  You just said they are 200

21    and some odd feet.

22                     MRS. ROGERS:  These are the deep wells

23    that are going to .support the —

24                     MR. DEWING:  Well ~

25                     MRS. ROGERS:  But that's within a half
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                                                               22

 1    mile of where the lots are going to be developed where

 2    they are going to put the other wells.  So I can't tell

 3    you now.

 4                     MR. DEWING:  Let me put it this way,

 5    Betty, I'm not familiar with the rules in the north part

 6    of the county, the northern end up there, but in this

 7    part down here you cannot have a shallow well.

 8                     MRS. ROGERS:  Uh-huh.

 9                     MR. DEWING:  For family consumption,  we

10    have to go down to the Yorktown aquifer.  If you have  a

11    well, you have to have a class 3 well rather than Class

12    2.  So you know water at 10, 20, 30 feet is not really

13    even usable.

14                     MR. SHIELDS:  That's correct.   Really

15    it would pump at such a low level you really couldn't

16    use it for —

17                     MR. DEWING:  That's a secondary point.

18                     MR. HARLOW:  Any other questions?

19    Let's us take a ten minute break, and we'll start the

20    RAB Meeting, and I'll do a couple items and introduce  Al

21    Brockman.

22                     (PRAP presentation was concluded.)

23

24

25
                   MICHELLE ANTHONY & ASSOCIATES
      836 Westminster Lane, Virginia Beach, VA (804) 486-2487

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                          APPENDIX B
RESPONSE TO COMMENTS RECEIVED DURING
          THE PUBLIC COMMENT PERIOD

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         RESPONSE TO COMMENTS SUBMITTED BY TJSEPA REGION m
                                    ON THE
                  DRAFT PROPOSED REMEDIAL ACTION PLAN
                    COMMENT LETTER DATED JULY 25,1995

         SITE 16 AND SSA 16, NAVAL WEAPONS STATION YORKTOWN,
                             YORKTOWN, VIRGINIA
Specific Comments

1.     Institutional Controls have been added to the proposed plan.  The selected remedy for
       Site 16/SSA 16 is now "No Further Remedial Action Decision with Institutional Controls."
       The Final Record of Decision (ROD) reflects this.

2.     Please refer to response to Specific Comment No. 1.

3.     The shallow aquifer system within York County is comprised of the Columbia, Cornwallis
       Cave and Yorktown-Eastover aquifers and their associated confining units. Potable water
       sources from the shallow aquifer system are drawn from the Columbia and Yorktown-
       Eastover aquifers.  The Cornwallis Cave aquifer is not used as a potable water source due
       to its limited yields. (Oral communication between Baker Environmental, Inc. and Terry
       Wagner-Environmental Program Manager in the office of Groundwater Management-
       VADEQ on  July  17, 1995).  This is also supported by D.L. Richardson's Report
       "Hydrogeology and Water Quality of the Shallow-Groundwater System in Eastern York
       County, Virginia" where it is stated that the Cornwallis Cave Aquifer is not used as a public
       or domestic water supply.

       The Final ROD includes a discussion of this information.

4.     Please refer to response to Specific Comment No. 3.

5.     Please refer to response to Specific Comment No. 1.

6.     This will be noted in the Final ROD.

7.     Please refer to response to Specific Comment No. 7.

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   RESPONSE TO COMMENTS SUBMITTED BY THE BIOLOGICAL TECHNICAL
                        ASSISTANCE GROUP (STAG)
                                  ON THE
              DRAFT PROPOSED REMEDIAL ACTION PLAN AND
                        DRAFT RECORD OF DECISION
                   COMMENT LETTER DATED JULY 27,1995

         SITE 16 AND SSA 16, NAVAL WEAPONS STATION YORKTOWN,
                           YORKTOWN, VIRGINIA
The selected remedy for Site 16/SSA 16 is the No Further Remedial Action Decision with
Institutional Controls. No sampling or long-term monitoring of any of the site environmental media
is proposed.

PCBs have been detected in low concentrations in site surface soils and in sediment samples in a
drainage ditch at the southern boundary of the site. It is important to note; however, that PCBs were
not detected in the downgradient sample locations in Felgates Creek in either the Round One (1992)
or Round Two (1994) Remedial Investigation.  The potential for erosion  of unacceptable
concentrations of PCBs from Site 16/SSA 16 into Felgates Creek proper is very low.

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          RESPONSE TO COMMENTS SUBMITTED BY USEPA REGION m
                                     ON THE
                          DRAFT RECORD OF DECISION
                    COMMENT LETTER DATED JULY 27,1995

          SITE 16 AND SSA 16, NAVAL WEAPONS STATION YORKTOWN,
                             YORKTOWN, VIRGINIA
General Comments

1.      Tables and Figures will be placed at the end of each section.

2.      This information will be provided in tabular format in the Final ROD.

3.      The text of the Final ROD has been restructured in response to this comment.

4.      Changes made to the RI/BRA and Proposed Remedial Action Plan will be incorporated into
       the Final ROD.

5.      These figures have been added to the Final ROD.

6.      Discussion of the Feasibility Study (FS) in Section 8 is limited to the rationale for not
       conducting a FS.

Specific Comments

1.      Institutional controls have been added to the Proposed Plan. The selected remedy for
       Site 16/SSA  16 is now "No Further Remedial Action Decision with Institutional Controls."
       The Final ROD reflects this.

2.      The text has been modified in accordance with this comment.

3.      Please refer to response to Specific Comment No. 1.

4.      Please refer to response to Specific Comment No. 1.

5.      The title of this section has been changed from "Types of Contamination" to "Identified
       Contaminants of Concern." Please refer to response to General Comment No. 3.

6.      Please refer to response to Specific Comment No. 1.

7.      Please refer to responses to General Comment No. 4 and Specific Comment No. 1.

8.      This section has been modified to include a discussion of the Institutional Controls that are
       now included in the selected remedy in response to unacceptable risks to human health in
       the future child resident scenario.

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        RESPONSE TO COMMENTS SUBMITTED BY USEPA REGION m
                               ON THE
               DRAFT REMEDIAL INVESTIGATION REPORT
                COMMENT LETTER DATED AUGUST 8,1995
        SITE 16 AND SSA16, NAVAL WEAPONS STATION YORKTOWN,
                        YORKTOWN, VIRGINIA
General Comments

1.     A QA/QC Report will be submitted to EPA prior to submittal of the Final Record of
      Decision (ROD).

2.     Based on consultations with EPA personnel, a Monte Carlo  simulation will not be
      performed.

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JUL-27-1995   10:58           EPA REG 3 HUMD                                              P.06/07


                       UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
                                              REGION 01
                                        841 Chestnut BuMng
                                   PhBacWphia, PernByfcanta 19107


   Office ofSuperfund                                                     Direct Dial (21S) 587-1110
   Robert Thomson, PJE.                                                   FAX (215) 587-0890
   Man Code 3HW71
                                                                           Date: July 25,1995

   Ms. Brenda Norton, PE
   AHantic Division, Naval Facilities Engineering Command
   Environmental Quality Division
   Code:  1822
   Building N 26, Room 54
   1510 Gilbert Street
   Norfolk, Va   23511-2699

   Re:     Naval Weapons Station, Yorktown, Va.
          Site  16 and Site-Screening Area 16
          Review of draft final Proposed Plan

   Dear Ms. Norton:

          The U.S. Environmental Protection Agency (EPA) has completed its review of the Navy's draft final
  Proposed Plan for Site 16 and Site-Screening Area (SSA) 16, located at the Naval Weapons Station -Yorktown
  NPL site (WPNSTA), and we offer the following comments:

  Specific Comments

  1)      Page 10. last paragraph

          Please note that there are calculated HI values of 1.8 and 52 for future adult and child  residential
          scenarios at Site 16/SSA 16.  For systemic toxicants, the acceptable exposure level, Le. total HI < 1,
          has been exceeded for the adult and child residential scenario at  Site 16/SSA 16. For the child
          residential scenario, surface soil contributed an HI value of approximately 2 to the total HI value of
         53 for Site 16/SSA 16. Therefore, in light of the statement that no further actions will be taken at
         Site 16/SSA16, the systemic toxicant exposure level to surface soil at Site 16/SSA 16 under the child
         residential scenario is unacceptable under the NCP (40 CFR ft 300.430[eJ).

         Please note that EPA cannot concur with the 'no further action  scenario* without institutional
         controls being implemented  for Site 16/5SA16, given the exceedances outlined above. Institutional
         controls should be included in the final Proposed Plan and Record of Decision for Site 16/SSA 16. EPA
         has previously requested that a paragraph be added to the final Proposed Plan describing the
         institutional controls proposed for implementation at Site 16/SSA 16. Such mechanisms could include:
         (1) Maintaining the existing fencing and continued use of existing security measures at the WPNSTA;
         (2) Addition of language to  the WPNSTA Master Plan describing the institutional control of the
         future residential use of Site  16/SSA 16, etc.


  2)      Page  11.3rd paragraph

         The statement "~.ir highfy unlikely given Us location within restricted area of the Station and the newty-
         construcud security fence that encloses the restricted area..' is fine (See comment 1), however an

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JUL-27-1995  10=59
EPA REG 3 HUMD
                                                              P.07/07
          additional statement needs to follow describing the mechanism, Le. institutional control(s), that will
          be used to insure that future residential use of Site 16/SSA 16 is restricted. Such institutional control
          measures serve to alert future users to the residual risks present at Site 16/SSA 16.


   3)     Paee IS. 1st paragraph

          The rationale behind this paragraph is not well stated, nor is the conclusion supported. Please modify
          the paragraph, or delete it from the final version.


   4)      Page 19. 2nd paragraph

          This paragraph should be modified, emphasizing whether the use of the aqulfer(s) at Site 16/SSA 16
          are restricted by the State of local government


  5)      Page 20. 3rd paragraph

          With a HI of approximately 10 for surface soil and a total HI of 53 under the child residential
          scenario, EPA disagrees with this conclusion, given no institutional controls.


  6)      Table 1

          Please include the fact that Table 1 includes confirmation campling data from the Removal Action
          in the footnote.
         Please, if appropriate, include a footnote stating that Table 4 includes confirmation campling data
         from the Removal Action.

         This completes EPA's review comments on the draft final Proposed Plan for Site 16/SSA 16, located
  at the WPNSTA. If you have any questions, please feel free to call me at (215) 597-1110,

                                              Sincerely,
                                              Robert Thomson, PE
                                              VA/WV Superfund Federal Facilities (3HW71)
  cc     Steve Mihalko (VDEQ, Richmond)
         Jeff Harlow (WPNSTA, Code 09E)
         Paul Leonard (USEPA, 3HW71)
         Nancy Rios (USEPA, 3HW13)
         Bruce Rundell (USEPA, 3HW13)
         Bob Davis (USEPA, 3HW13)
                                                                                         TOTflL P.07

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ftUG-01-1995 08=54        EPA REG 3 HUMD                                P-02
                 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
                                REGION II
                             841 Chestnut BuUng
                         PHadeipNa, Pemsyfcarto 19107
   SUBJECT:   Yorktown NWS: PRAP and Draft ROD for       DATE: 7-27-95
            OU-2, Sita 16, and Site Screening Area
            16

   FROM:     Robert S. Davis, Coordinator (3HW13)
            Biological Technical Assistance Group

   TO:       Robert C. Thomson, RPM (3HW71)
            Va./W. Va. Fed. Fac. Sect.


   The BTAG has reviewed the PRAP and offers the following comments on
   behalf of the FWS, NOAA, and EPA members.

   Data  from the RI  indicate  that  substantial contamination has not
   been transported from the site to drainage ditches via groundwater,
   sediment,  or surface  water.   At  some locations in  the drainage,
   ditch  and  tributary   to   Felgates  Creek,   concentrations  of
   contaminants  slightly  exceeded their ERL screening guidelines,
   indicating that some off-site migration of contaminants may have
   occurred,  or  may presently be occurring.  However,  the site does
   not appear to present a substantial threat to ecological receptors,
   although  there  are  protective measures that  should be  taken to
   ensure that migration of contaminants from the soil into surface
   water  bodies  will not pose a threat to aquatic organisms  in the
   future.

   Overall, the PRAP did not address the risk to aquatic organisms via
   contaminant migration, nor did  it present a clear  rationale for
   eliminating areas  of concern  for terrestrial  organisms  exposed to
   surface soil  contamination.  Evaluation of any potential for risk
   may be folded into monitoring plans recommended below.

   The following  are  recommendations which,  if  followed,  should
   clarify the overall conclusions made in the PRAP and address the
   issue  of protection of aquatic resources downstream from the site:

       The PRAP should provide a rationale as to why remedial action
       is  not  considered  necessary  when  concentrations  of  both
       inorganic substances  and  PCBs in soils were  higher  than
       benchmark values  and observed effects  concentrations  for
       terrestrial organisms.

   After  the  removal action,  surface soil  sampling  was  conducted
   throughout  the site.   Two of  the soil  samples  collected from near
   the  drainage   ditch   contained    elevated   concentrations   of

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flUG-01-1995 08:54       EPfl FSB 3 HUMD                                 P.03
   contaminants (these data were presented in the Round Two Rl Report
   April 1995).

   At 16SS110,  a location that appears to be very close to the ditch,
   the following contaminants were detected: cadmium at 66.5 mg/kg;
   copper at 1,440 ng/kg, zinc at 1,060 mg/kg, and PCBs at 3.0 mg/kg.
   In addition, soil screening using immunoassay for PCBs during the
   removal  action sampling  showed  6  of  the   11  samples  screened
   measured positive for PCBs,  with  five of  the positive detections
   located in  the reach from the  origin of the  drainage ditch to
   approximately 22 meters south along the drainage ditch.   In the
   PRAP,  it was stated (pg.  6)  that this potential source area was
   later addressed and evaluated during the Round Two RI.   However,
   this area was  not represented by any of  the Round  Two  sampling
   locations.

   This area may be a source of contamination to the drainage ditch if
   there   is a potential  for  erosion,   or  if  surface  water  or
   groundwater  infiltrates through  the  soil and  migrates into  the
   ditch,  but  it  does not  appear that this   potential  source  of
   contamination has  been adequately addressed.   To ensure protection
   of aquatic organisms, additional sampling should be  conducted in
   this area to fully identify the nature  and extent of contamination
   and the potential for transport  of contaminants into the  ditch.
   Based on the results, removal  or containment of soil near the ditch
   may be needed,  but the sampling  effort can become  part of  the
   monitoring plans,  at least initially.

   While the level of contamination at Site  16 is relatively low  when
   compared  to  available guidelines and  criteria,  some concern  is
   raised  over  the location of  sediment  sample number 16SD07.   This
   location  may be receiving low levels  of  contamination from  the
   site.  We previously recommended that additional sampling should be
   considered to determine whether results from 16SD07 represent a hot
   spot of contamination, or whether the contamination in this area is
   more widespread.  A judgement  can be made to include this either as
   a  individual effort  or as  part of  the monitoring plans.

   We also recommend  some  long-term monitoring at those locations
   where contamination  has been  identified.  This can be planned  for
   coordination with monitoring at other sites in the facility so that
   extra  efforts  do  not have   to  be mounted.    In addition,   the
   monitoring can  be carried out once every  five  years rather than
   every year.   Finally, monitoring can be  justified on the grounds
   that action  has  already been taken in the form of removal.

   This concludes BTAGs comments  on the PRAP and Draft ROD for  Site 16
   and  SSA 16 located at the  Naval Weapons Station - Yorktown.
                                                               TOTftL P.03

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JLL-27-1995   10:55           EPfl REG  3 HUMD                                              P.02/07


             (•••*%     UNTTED STATES ENVIRONMENTAL PROTECTION AGENCY
             "  '**                           REGION 01
                                         841 Chestnut Bidding
                                    Phiadekfta, Pennsylvania 19107


    Office of Superfund                                                    Direct Dial (215) 597-1110
    Robert Thomson, P.E                                                  FAX (215) 597-9890
    Mai Code 3HW71
                                                                            Date: July 27,1995

    Ms. Brenda Norton, PE
    Atlantic Division, Naval Facilities Engineering Command
    Environmental Quality Division
    Code: 1822
    Building N 26, Room 54
    1510 Gilbert Street
    Norfolk, Va  23511-2699

    Re:    Naval Weapons Station, Yorktown, Va.
           Site 16 and Site-Screening Area  16   .
           Review of draft Record of Decision

    Dear Ms. Norton:

           The U.S. Environmental Protection Agency (EPA) has preliminarily reviewed the Navy's draft Record
    of Decision for Site 16 and Site-Screening Area (SSA) 16, located at the Naval Weapons Station - Yorktown
    NPL site (WPNSTA), and we offer the following comments:

    General Comments

    1)      Please incorporate tables and figures into the text of the draft revised Record of Decision, where
           appropriate, instead of placing them at the end of the document

   2)     Throughout the draft  Record of Decision, there are  vague descriptions of the concentrations of
          chemicals detected at Site 16 and SSA 16, such as '-relatively low concentrations^.' or '^.concentrations
          are typical of concentrations found.*' instead of listing specific concentrations or concentration ranges.
          Please use specific concentrations or concentration ranges in the draft revised Record of Decision,
          rather than general descriptive verbiage. Abo, for the ROD, lengthy discussion of what chemical
          constituents were found at the site by media, along with the concentration ranges  detected, is not
          required. A table outlining these facts much simpler, easier to read and comprehend, and, therefore,
          is all that is needed.

   3)     There is too much discussion of "background* concentrations early on in the draft Record of Decision.
          The Record of Decision should, first, concentrate on critical decision pathways, i.e. delineating COCs,
          defining acceptable/u nacceptable risk, noting MCL exceedances, and discussing groundwater use. After
          all critical decision pathway* have been evaluated, and the need for remediation established, then an
          evaluation/comparison  of "background" concentrations to COCs should be performed to determine
          if remediation can effectively reduce risk at a site.

   4)     Please incorporate appropriate changes to the draft revised Record of Decision to reflect the changes
          made to the RI/BRA and Proposed Plan for Site 16/SSA 16.

   5)     It would be extremely beneficial to have  a figure(s) depicting the sampling locations of identified
          COCs by media, and the corresponding detected concentrations. The draft Record of Decision lacks

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JUL-27-1995   10=56           EPft REG 3 HU1D                                                P.03/07


            the focus it needs on identifying COCs. Similar figures have been noted in the remedial investigation
            reports for the Naval Base-Norfolk. These figures do not necessarily focus on COCs only, but the
            contaminant-specific arrangement is similar to what EPA has in mind. Again, the focus of the ROD
            should be on COC identification at the site, and this focus should be done quickly and upfront in the
            ROD.

    6)      Discussion of a *FS" in Section 8 should probably be eliminated.


    Specific Comments


    1)      Page 1. Description of Selected Remedy

            Please include a statement in the draft revised ROD explaining that the systemic trade exposure level
            to Site 16/SSA 16, under the child residential scenario, presents an unacceptable threat to human
            health and that institutional controls will be utilized at Site 16/SSA 16 to alert future users of the
            residual risks at Site 16/SSA 16, and to insure that future residential use of Site 16/SSA 16 will be
            controlled by the Navy.

           Also, please include a brief statement in the draft revised ROD describing the institutional controls
           to be implemented at Site 16/SSA 16.

   2)      Page 2. Section 1.2nd paragraph

           The sentence '-Mt Site 16/SSA 16, since no anas of concern were identified at the site-.* should be
           changed to something similar to '~M Site 16/SSA 16, tince no unacceptable risk to human health or
           the environment was present at the site under the current and predicted future land use for the Naval
           Weapons Station, Le. industrial..*.

   3)      Page 3. Section 1.  2nd paragraph

           See Specific Comment No. 1

   4)      Page 10. Section 5

           See Specific Comment No. 1

   5)      Page 11. Types of Contamination

           The focus of the ROD should be to  present COCs for each media along with the detected
           concentration range of each identified COC Thus, the title of this section should be changed from
           'Types of Contamination' to "Identified Contaminants of Concern'. Discussion of chemical constituents
           not determined to be COCs should not be included under this section, as this information should be
           presented earlier in table form, if at alL Also, background references should not be discussed at this
           point in the document, but later.

   6)      Page 16. Section 8

           See Specific Comment No. 1

   7)      Page 19. 2nd paragraph

           It is a given that  this section will be modified based upon changes already made to the RI/BRA and
           Proposed Plan for Site 16/SSA 16. However, this paragraph should be modified to  reflect specific

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JUL-27-1995   10=57           EPA REG 3 HUMD                                              P.04/07


           comment no. 1, and should  emphasize the current and future predicted industrial land use of the
           Naval Weapons Station.

    8)     Section 8

           Since there appears to be a  unacceptable systemic toxic exposure level present at Site 16/SSA 16,
           under the child residential scenario for both surface soil and ground water, Section 8 needs to be
           expanded to clearly define what threats to human health each media contribute to the overall threat
           There appears to be adequate discussion of the groundwater pathway, but surface soil appears to be
           overlooked. Of the total re-calculated HI value of 52 presented by Site 16/SSA 16, the surface soil
           HI contributes approximately 38 %  (HI value of 2) to  the overall HI, and  therefore warrants
           attention.

           This completes EPA's preliminary review comments on the draft Record of Decision for Site 1&5SA
    16, located at the WPNSTA. It is anticipated that changes to the text of the draft Record of Decision for Site
    16/SSA 16 are needed to reflect the  change* made to the RI/BRA and Pnpoted Plait  for Site 16/SSA 16,
    therefore, the draft version of the Record of Decision has not been circulated throughout the Region for review.
    Instead, EPA requests that a revised  draft Record of Decision be prepared, addressing the above comments
    along with incorporating necessary changes to reflect modifications  made to the RI/BRA and Proposed Plan,
    and sent to EPA for full review.

     If you have any questions,  please feel free to call me at (215) 597-1110,

                                               Sincerely,
                                               Robert Thomson, PE
                                               VA/WV Superfund Federal Facilities (3HW71)
   cc     Steve Mihalko (VDEQ, Richmond)
          Jeff Harlow (WPNSTA, Code 09E)
          Paul Leonard (USEPA, 3HW71)
          Nancy Rios (USEPA, 3HW13)
          Bruce Rundell (USEPA, 3HW13)
          Bob Davis (USEPA, 3HW13)

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                        UNITED STATES BMRONMENTAL PROTECTION AGENCY
                                            REGION B
                                       MlChoBiurBuOdlng
                                   PNhdeljpfifc, Ptfnyfaaria 19107
     --.. -           .
     Robart Thomson, Pi                                             FAX c*is) S8T
     Mai Code SHWM
                                                                                    SBM110
                                                                       Data Auguat «. 1B95
     M». Breoda Norton, PB
     Atlantic Division, Naval FacStttiet BnjSneerSng Command
     Enrfcoianenal Qaafity Division
     Code: 1822
     Building H 26, Reoa 54
     1510 Gilbert Street
     Norfolk, Vt 235U-2699

           Nav»i Wupow Sutton, Yotkava, Vt.
           Ste 16 and Slu SoeadB{ Ana 16
           Review of draft final .Rand TvoXentdial Investigation 4 Basda* KskAsteumau
    Dear Mi.

               U.3. Eavirea&watd PiotMloa Agency CBPA) fcu mimed tb* Kr^ti 4nft fiMlJtoviirf 7W0
    the Naval Weapons Statioa-Yodttown (WPNSTA) NPL ftcfllty, along vidl the Navy^ July 24. 1S95 tcspocae
    toner to EPA'c June 26 rwipv comments. Based 1900 that review, EPA bas the fbDowinj coameau and
    suggestions to offer eft The draft final docoaeot
           A Quality Aisvanea and Quitity Connol (QA/QC) Repon is not provided tor wferenc*. QA/QC
           data are provided tor Sites 16 and Site Scrteaiax Area lS,bmttappeantnatafonnalr«M«woftn«
           data quality was not provided in the dnfl final document. llaNay/i July 24, 1995 rtsponse letter
           states that a QA/QC report Sat Site ItySSA 16 wffl U ttibmhttd *^»arateJy ac pan of a QA/QC repon
           tbat «01 include Site* 6, 7, U, and Backpeuad at «*& as Ste 10/SSA 16. Tikis it not acceptable to
           EPA. If EPA concurrence on a final Record of Dtdston. is cxpeatd for She XeVSSA 16. Oen E
           QA/QC Report far Sfee 16/5SA 16 Should be submitted tor EPA review before th* ROD is finalized.

           The Navy's July 24> 199S rtsponse letter wus that *u there at no igtaeey table risk* aunciattd wtih
           this titt, cfcii will not be eenducted.* 0 not true. Thaw b an unacceptable uadc cqmure level at Site
           16/5SA 16, under the enfld reridential scenario fox both mtice soQ aad gpmndinitex. Tbcreftte, tbe
           ntional* for act performing a Monte Cario Simulation is &oi coppotted by ibe N«pah^ t^k nngea pmnulgated by m« EPA (a.g.. a. cancer risk of 1R04-.1R06
           and a bazard fndec of 1).
                                    PosUt* brand fax transmittal mamo 7671
                                    TT'

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                  conclude EPA'* commons OB the Nwyt drift flail JtaMrf 2Wo Kurudiai Investigate* and
       Settling Ktk Amssmera fcr Sit* 16 afid SSA 16, knM.at the WPNSTA. NPL flcflity. If you. hive aay
       qocsdeas icpnttnf the above, pfeaie fed frt* to ca& me at (215) 59M1HX
                                             VA/W Saperfkal Prfomt Fadffdev (8HW7I)
       ccr     Stephcs Mibalktx (VADEQt RichaaotuS)'
              Jeff Harlow (WPN5TA. CbdtOSE)
              Andy K>1* (BVWST, PhOa.)
              Niacy Jitolla (USE? A, SHW13)
              Breee Ruadcli (USEPA. 3HW13)
              Robcn Davb (USEPA, 3HWU)
                                                                                   TOTflL P.B3

ZOO/200®                       C OVJ 3HV3 aiflDV                      G    6t:OT   S6/60/80

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