EPA/ROD/R04-01/566
                                    2001
EPA Superfund
     Record of Decision:
     CAMP LEJEUNE MILITARY RES. (USNAVY)
     EPA ID: NC6170022580
     OU10
     ONSLOW COUNTY, NC
     09/28/2001

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                 Final

           Record of Decision
           Operable Unit No. 9
               (Site 65)

           Marine Corps Base
       Camp Lejeune, North Carolina
              Prepared For
    Department of the Navy
           Atlantic Division
Naval Facilities Engineering Command
             Norfolk, Virginia
         Contract No. N62470-95-D-6007
                CTO-0130
               August 2001

               Prepared by

                   HILL
           Federal Group, Ltd.
           Baker
           Environmental, Inc.
           COM
           Federal Programs Corp.

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    TECHNICAL REVIEW SIGNATURE PAGE
                        Revised Draft

                    Record of Decision for
                Operable Unit No. 9 (Site 65) at
      Marine Corps Base, Camp Lejeune, North Carolina
                Contract Task Order Number - 01.30
               Contract iNfumber N62470-95-D-6007
                    Navy CLEAN II Program
                          Prepared by
              BAKER ENVIRONMENTAL, INC
                   Coraopolis, Pennsylvania
                          June, 2001
Approved by:  _//_ {.^£&SZ-^^'   	     Datc:
           ]VL~Sch«Kc
           Project Manager (CII2M HILL)
Approved by:   ^t&2*^'{/*f~	      Dale:
           5. Bailey
           Activity Manager (CH2M HILL)
Approved by-.^^^"*—t^ S/W^^l/^—"" ""	     Date:   ^ \
          RBonclH
          Project Manager (BAKER ENV., INC.)
 N' : CLE AK_?JC-r Ar;r.i

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                           TABLE OF CONTENTS

                                                                       Page

PARTI
DECLARATION

PART II
DECISION SUMMARY

1.0    SITE NAME, LOCATION AND DESCRIPTION	1

2.0    SITE HISTORY AND ENFORCEMENT ACTIVITIES	1
      2.1    Initial Assessment Study	2
      2.2    Site Inspection	2
      2.3    Remedial Investigation	2
      2.4    Post-RI Sampling	3

3.0    HIGHLIGHTS OF COMMUNITY PARTICIPATION	3

4.0    SCOPE AND ROLE OF RESPONSE ACTION	3

5.0    SITE CHARACTERISTICS	5
      5.1    Conceptual Site Model	5
      5.2    Topography and Surface Features	5
      5.3    Geology	5
      5.4    Hydrogeology	6
      5.5    Identification of Water Supply Wells	6
      5.6    Ecology	7
      5.7    Nature and Extent of Contamination	7
            5.7.1  Remedial Investigation	7
            5.7.2  Post-RI Sampling	13

6.0    CURRENT AND POTENTIAL FUTURE LAND AND RESOURCE USES	16

7.0    SUMMARY OF SITE RISKS	16
      7.1    Human Health Risk Assessment	16
            7.1.1  Selection of COPCs	17
            7.1.2  Quantification of Exposure	18
      7.2    Ecological Risk Assessment	19
            7.2.1  Aquatic Ecosystem	21
            7.2.2  Terrestrial Ecosystem	21

8.0    EXPLANATION OF SIGNIFICANT CHANGES	22

9.0    REFERENCES	22

PART III
RESPONSIVENESS SUMMARY

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                              TABLE OF CONTENTS
                                    (Continued)
LIST OF TABLES
1      Summary of Site Contamination
2      Summary of Site Contamination - Post RI Sampling
3      Summary of Human Health COPCs in Each Media of Concern
4      Ecological Contaminants of Concern in Each Media
5      Glossary of USEPA Remedial Alternative Evaluation Criteria

LIST OF FIGURES

1      Operable Unit 9 - Location Map
2      Site 65 Location Map
3      Conceptual Site Model for Current and Future Human Receptors
4      Conceptual Exposure Model for Ecological Receptors
5      Ground-water Contour Map - Surficial Aquifer
6      Groundwater Contour Map - Castle Hayne Aquifer
7      Supply Well Location Map
8      Post Remedial Investigation Sample Location Map

LIST OF APPENDICES

Appendix A   State of North Carolina Concurrence Letter
Appendix B    Public Meeting Transcript
Appendix C    Letter from  North  Carolina  Department of  Health  and  Human  Services
              Toxicologist
                                        in

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ARAR

Baker
bgs

CERCLA
COPC
CT

DoN

FS
ft/ft

gpm

HI

IAS
ICR
      LIST OF ACRONYMS AND ABBREVIATIONS

Applicable or Relevant and Appropriate Requirements

Baker Environmental, Inc.
below ground surface

Comprehensive Environmental Response, Compensation and Liability Act
contaminant of potential concern
central tendency

Department of the Navy

Feasibility Study
feet per foot

gallons per minute

hazard index

Initial Assessment Study
incremental cancer risk
LANTDIV      Naval Facilities Engineering Command, Atlantic Division

MCB          Marine Corps Base
MCL          Maximum Contaminant Level
msl            mean sea level
|_ig/kg          micrograms per kilogram

NC DENR      North Carolina Department of Environment and Natural Resources
NCP           National Contingency Plan
NCWQS        North Carolina Water Quality Standards

OU            operable unit

PAH           polynuclear aromatic hydrocarbons
PCB           polychlorinated biphenyl
POL           petroleum, oil, and lubricant
PRAP          Proposed Remedial Action Plan
PRO           Preliminary Remediation Goal

QA/QC         quality assurance/quality control

RA            risk assessment
RAB           Restoration Advisory Board
RBC           Risk Based Concentration
RI             Remedial Investigation
ROD           Record of Decision

SARA         Superfund Amendments and Reauthorization Act
SI             Site Inspection
SSL            soil screening level
SSSV          surface soil screening value
SSV           sediment screening value
SVOC          semivolatile organic compound
SWSV         surface water screening value
                                            IV

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TBC           to-be-considered




USEPA        United States Environmental Protection Agency




VOC           volatile organic compound




WAR          Water and Air Research, Inc.

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                                    DECLARATION
Site Name and Location

Operable Unit No. 9
Site 65
Marine Corps Base (MCB)
Camp Lejeune, North Carolina

Statement of Basis and Purpose

This document  presents the selected remedy for Operable Unit (OU) No.  9 (Site 65)  at MCB,
Camp Lejeune, North Carolina. OU No. 9 was originally comprised of two sites, Sites 65 and 73,
because of their geographical proximity.  Because groundwater contamination exists at Site 73
that will  require an active remedy, these sites were separated into different OUs.  Accordingly,
this decision document has been prepared to address only Site 65. The selected remedy for Site
65 was chosen in accordance with the Comprehensive Environmental Response, Compensation,
and  Liability  Act (CERCLA)  of  1980,  as amended  by the Superfund Amendments and
Reauthorization  Act  (SARA) of  1986,  and to the  extent practicable, the National Oil and
Hazardous Substances Pollution Contingency Plan (NCP).  This  decision document is  based on
the Administrative Record for OU No. 9, Site 65.

Assessment of the Site

The lead agency has determined that no  action is necessary at  OU No. 9 (Site 65) to protect
public health  and welfare or the environment from actual or threatened releases of pollutants to
the environment.

Description of the Selected Remedy

The selected remedial alternative for OU No. 9, Site 65 is No Action.   This alternative involves
taking no remedial actions at this  site.  The environmental media will  be left as they  currently
exist at the site.  No institutional or engineering controls will be implemented.  Five-year reviews
are not required for this site because it has been determined that constituents at the site are present
at levels that will allow for unlimited use and unrestricted exposure to site environmental media.

Statutory Determinations

The United  States Environmental Protection Agency (USEPA) believes  that the No Action
decision is justifiable, as the present conditions at OU No. 9 are  protective of human health and
the environment. No remedial action is necessary at Site 65 to ensure this protection. The North
Carolina  Department of Environmental and Natural Resources has reviewed and concurs with the
No Action decision.  A concurrence letter from the NC DENR is presented in Appendix A.

Data Certification Checklist

The following  information is included in the Decision  Summary  sections of this Record of
Decision (ROD).  Additional information can be found in the Administrative Record file for this
OU.

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       Chemicals  of  potential   concern   and  their  respective  concentrations  from  the
       environmental investigations conducted at this site are discussed in Section 5.7.

       The quantitative human health and ecological risk assessments conducted for Site 65 are
       summarized in Sections 7.1 and 7.2, respectively.

       Cleanup levels were not established for Site 65 because no remedial actions are required.

       There are no source materials constituting a threat at this site.  The environmental media
       will be left as they currently exist.

       No restrictions apply to land or groundwater use at this site.

       The No Action decision for Site 65 is evaluated using USEPA criteria as described in the
       Decision Summary section.

       The No Action alternative requires no capital or annual operation and maintenance costs.
       No Action will be effective upon approval of this ROD.
                                                               2 5  SEP 2001
Major General D.M. Mize  °                                Date
Commanding General
Marine Corps Base, Camp Lejeune
Richrd D. Green, Directo          /                       Date
Waste Management Division
U.S. Environmental Protection Agency - Region 4
Dexter Matthews, Interim Director                                   Date
Division of Solid Waste Management
North Carolina Department of Environment and Natural Resources

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                          DECISION SUMMARY - OU No. 9

This Record of Decision (ROD)  document presents the final remedial action plan selected for
Operable Unit (OU) No.  9 (Site 65) at Marine  Corps Base  (MCB), Camp  Lejeune, North
Carolina.   The  environmental media at this site were investigated as part  of a Remedial
Investigation  (RI)  (Baker,  1997)  and Post-RI  sampling (Baker Environmental,  Inc.  [Baker],
200la).  Based on  the results of the RI, a No Action alternative was  identified  as the preferred
alternative for Site 65 in a Proposed Remedial Action  Plan  (PRAP) document  (Baker,  200Ib).
The public was given the  opportunity to comment on the RI and PRAP.  Based  on comments
received during the public comment period, and any new information that became available in the
interim, a final remedial action plan was selected for OU No. 9 (Site 65).

This ROD  document presents the final  selected  remedy along with a summary of the remedy
selection process. The selected remedial action alternative for OU No. 9 (Site 65)  is No Action.
No Action was  the only  alternative  considered  for this site because the extent and  level  of
contamination was  not significant enough to warrant remedial action.  It should  be  noted that
there have been no enforcement activities conducted or required for OU No. 9.  With the signing
of this  ROD,  Comprehensive  Environmental  Response,   Compensation  and Liability  Act
(CERCLA) requirements for this OU will be satisfied.

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1.0    SITE NAME, LOCATION AND DESCRIPTION

OU No. 9 is one of 21 OUs located within MCB, Camp Lejeune. Figure 1 depicts the location of
OU No.  9 within MCB,  Camp Lejeune.  As shown, OU No.  9 is located within the southern
portion of the Base.

Figure 2  presents a site map of Site 65, the Engineer Area Dump.  Site 65 is primarily a wooded
area located immediately west and north of the Marine Corps Engineer School, which occupies
property  between Site 65  and  Courthouse Bay.  The school is used for maintenance, storage, and
operator  training of amphibious vehicles and heavy construction equipment.  The school also
utilizes a several acre parcel  located just east of Site 65 to conduct heavy equipment training
activities. Two ponds, Courthouse Bay Pond and Powerline Pond, are located east of the Heavy
Equipment Training Area.

2.0    SITE HISTORY AND ENFORCEMENT ACTIVITIES

Site 65 reportedly was used for waste  disposal from 1952 to  1972.  Two separate  disposal areas
were originally reported including: (1)  a battery acid disposal area; and (2) a liquids disposal area
where petroleum, oil, and  lubricant (POL) products were reportedly  disposed.   There are no
historical maps or  figures which depict the  location of the disposal  areas, and neither area is
currently discernible due to  heavy vegetative growth. Base maps are available which indicate the
location of a former burn area (Figure  2).  Like the disposal area, the location of the burn area is
not currently discernible  from the surrounding landscape.  Historical aerial photographs  depict
disturbed areas east of the Engineer School, which represent perhaps the best available means for
approximately locating the site.

No enforcement activities  have  been conducted  or required to date at Site  65.   Previous
investigations conducted  at Site 65  include an Initial Assessment Study (IAS) (Water and Air
Research, Inc. [WAR], 1983), a Site  Inspection  (SI) (Baker,  1994a), an RI (Baker, 1997) and
Post-RI sampling (Baker,  200la).  The  following paragraphs briefly describe these investigations.

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2.1    Initial Assessment Study

In 1983, an IAS was conducted at MCB, Camp Lejeune.  The IAS evaluated the potential hazards
at various sites throughout the facilities, including Site 65.  The evaluation included a review of
historical  records,  aerial  photographs,  inspections,  and personnel interviews.   Sampling of
environmental media was not conducted. The IAS concluded that Site 65 did not require further
confirmation; however, a decision to perform an SI was subsequently made by the Department of
the Navy (DoN) in 1991.

2.2    Site Inspection

The SI was  conducted  for Site 65 in July and August, 1991.  The SI consisted of the following
field activities: the  installation of three shallow monitoring wells; the  advancement of five, 15-
foot  deep soil borings;  the  collection of soil  samples from  each soil boring;  groundwater
sampling; and the collection of three surface water/sediment samples from two on-site ponds and
an adjacent marshy area.  Contaminants detected during the SI included metals and pesticides in
groundwater; low levels of polynuclear aromatic hydrocarbons (PAHs) and pesticides in  surface
soil; low levels of pesticides and polychlorinated biphenyls  (PCBs) in subsurface soil; metals in
surface  water; pesticides  and metals  in marsh sediment;  and phenolic constituents in  pond
sediment.  Based on the findings of the SI, an RI/Feasibility Study (FS), including a human health
and ecological Risk Assessment (RA), was  recommended to further evaluate the nature and
extent  of soil,  sediment, surface water,  and  groundwater  contamination.   Also,  further
characterization of upgradient and downgradient surface soil,  evaluation of debris piles, and
surface water, sediment, fish, benthic community and groundwater sampling was recommended.

2.3    Remedial Investigation

From April  3 through May 25, 1995, an RJ was conducted at Site 65.  The RI consisted of the
following field activities:  a  soil investigation;  a  groundwater investigation; surface water and
sediment,  and ecological  investigations. The findings of the RI are presented  in Section 5.0 of
this document.

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2.4    Post-RI Sampling

Surface and subsurface soil, sediment, surface water, and groundwater samples were collected on
April 25, 27, and 29, 2001  to evaluate potential site  impacts from a newly discovered (January
2001) pile of discarded drums.  The findings of this sampling event are also presented in Section
5.0 of this document.

3.0    HIGHLIGHTS OF COMMUNITY PARTICIPATION

The PRAP document for OU No. 9 was released to the public on July 11, 2001.  This document is
available in an administrative record file  at information repositories  maintained at the  Onslow
County Public Library and at  the Installation  Restoration  Branch Office (Building  58, MCB,
Camp Lejeune). This document was  made available to the public at the information repositories
maintained at the Onslow County Public Library and the MCB Camp Lejeune Library.

A public comment period regarding OU No. 9 was held from July 11, 2001  through August 10,
2001; and a public meeting  was held on July 18, 2001.  An  advertisement for the public  meeting
was  published in  the Jacksonville Daily News  on July  18, 2001.  During this public meeting,
representatives from the DoN and the Marine Corps discussed the preferred remedial action under
consideration.  Community concerns were also addressed during the public meeting.

Community comments regarding the preferred remedial action, and the response to the comments
received during the noted comment period are included in the Responsiveness Summary section
of this ROD.

4.0    SCOPE AND ROLE OF RESPONSE  ACTION

No Action is  the selected response action for OU No. 9, Site 65.  The No Action decision is the
final recommended action for OU No. 9, Site 65. This decision is based on the findings of the RI
field investigation, along with the results of the baseline human health and ecological RAs.  In
addition, justification of this decision is based  on  evaluation of the No Action alternative  with
respect to the USEPA criteria for evaluating remedial actions and remedy selection.  Evaluation
of the No Action decision with respect to each of the  criteria is presented below.  Table 5
provides a glossary of the USEPA evaluation criteria.

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Overall Protection of Human Health and the Environment:  The No  Action  alternative is
protective of human health and the environment because site-related contaminant concentrations
are generally  below, or only  slightly  exceed, screening  criteria considered protective  for
residential land use. In addition, exceedances are not prevalent and do not impact a large area of
the site.

Compliance  with  ARARs/TBCs:   Applicable  or relevant  and  appropriate  requirements
(ARARs)  for groundwater are North Carolina Water Quality Standards (NCWQS) and Federal
Maximum  Contaminant  Levels  (MCLs).    Risk-based  concentrations  (RBCs)  for soil  and
groundwater, and soil screening levels (SSLs)  for soil are criteria to be considered (TBCs).
Surface water data was compared to USEPA Water Quality Criteria for human health (water and
organism  consumption).    Sediment data  was  compared to  average  upstream  sediment
concentrations from the  White  Oak River  Basin Study.   A  comparison  of  site data to
ARARs/TBCs is presented in Section 5.7 and in Tables 1 and  2.

Long-Term Effectiveness and Permanence: Because of the isolated occurrences and generally
low concentrations of site-related contaminants, the No Action  alternative  will be  protective of
human health and the environment over the long term.

Reduction of Toxicity, Mobility, or Volume through Treatment:  No treatment is required at
this site to protect human health and the environment.

Short-Term  Effectiveness:  The No Action decision is protective to human health and the
environment in the short term because no action is required to be protective.

Implementability: No Action is easily implemented.

Cost: No costs will be incurred with implementation of the No Action alternative.

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5.0     SITE CHARACTERISTICS

5.1     Conceptual Site Model

Conceptual site models were developed for human and ecological receptors for the  RI report.
These models identified all potential exposure pathways via all media and the likelihood that an
exposure would occur given site conditions, contaminant migration pathways, land use patterns,
etc.   The  models for  human and ecological  exposure are presented on  Figures  3  and 4,
respectively.

5.2     Topography and Surface Features

The generally flat topography of MCB, Camp Lejeune is typical of the North Carolina Coastal
Plain. Elevations on the Base vary from sea level to 72 feet above mean sea level (msl). The
elevation of Site 65 is between 20 and 40 feet msl.

Site 65 is situated in a topographically high area that is gently pitched to the south-southeast with
an average elevation of about 40 feet above msl.  Due to the sandy surface soils, there is relatively
little storm water runoff.  The limited  surface water runoff tends to drain radially to the east,
south, and west, away from the site or collect in local surface depressions. Immediately east of
Site 65  is the equipment training area which  occupies the area between Site 65 and two small
ponds located to the southeast. Portions of the area surrounding the ponds are marshy.

5.3     Geology

Subsurface soils encountered during drilling at Site 65 are representative of undifferentiated and
River Bend Formations.  Numerous  borings were advanced within the study area during the field
investigations conducted by Baker.   Soil conditions are generally uniform throughout the study
area.  In general, the shallow  soils consist of unconsolidated deposits of sand and  silty sand.
These soils  represent the Quaternary age "undifferentiated" deposits which overlay the River
Bend Formation.

Underlying the  previously described soils is a loose  to medium dense, greenish gray, fine sand
containing  little clay (approximately  10-35%)  and  trace  silt.   This  soil unit constitutes the
Belgrade Formation  in  the  semi-confining unit separating  the  Quaternary sediments from the

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Castle Hayne aquifer.  The semi-confining unit appears to be approximately 7.5 to 15 feet thick,
generally  thickening toward  the north.  Beneath  this unit  resides the River Bend Formation.
Borings were only advanced  10 to 15 feet into this formation during the RI, therefore providing
limited knowledge of specific details regarding the  condition of the River Bend beneath the study
area.  The upper portion of the River Bend was described as  a partially  cemented, gray, fine sand
with some shell fragment and limestone fragments encountered periodically.

5.4     Hydrogeology

Hydrogeologic  characteristics in the vicinity of the site were  evaluated by reviewing  existing
information and installing a network of shallow and deep monitoring wells.

Groundwater was encountered at varying depths during the  drilling program.  This variation is
primarily  attributed to topographical changes.  In general, the  groundwater was encountered
between 7.5 and 11 feet below ground surface (bgs) during field activities performed at the site.

Three rounds of groundwater level measurements were obtained on April 20, 23  and August 21,
1995, from the  shallow and deep monitoring wells within the study area.  Groundwater contours
for the surficial aquifer are  depicted on Figure 5. The data indicates that the groundwater flow is
toward the south-southwest, with an average gradient of 9.7 x 10"3 ft/ft.  The southwestern portion
of the site has a steeper gradient (an average of 1.2 x 10"2 feet per foot  [ft/ft]) than the rest of the
site (an average of 8.2 x 10'3 ft/ft).

Groundwater elevations and flow patterns for the upper portion of the  Castle Hayne aquifer are
depicted on Figure 6.  Given the  limited number of points,  groundwater flow  direction and
gradient is estimated to flow in a southern to southwestern direction with a gradient of 2.3 x 10"03
to 2.7 xlO'03 ft/ft.

5.5     Identification of Water Supply Wells

Five active groundwater supply wells are located within a one-mile radius of Site 65 (BB44,
BB47, BB218,  BB220, and BB221).  All of the  water supply wells  utilize the  Castle Hayne
aquifer.  The Castle Hayne aquifer is highly permeable, semi-confined  aquifer that is  capable of
yielding several hundred to 1,000 gallons per minute (gpm)  in municipal and industrial  wells in
the MCB, Camp Lejeune area.  Figure 7 identifies the  locations  of these supply wells  within a
one-mile radius of the site.
                                             6

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No contamination was indicated in any  of the five  active  supply wells (Geophex, 1991).
Production well BB44 is located approximately 1,200 feet from the site.  The total depth of this
well is 62 feet bgs and is screened from 32 to 62 feet bgs.  This well was suspected to potentially
have been impacted by  surficial groundwater  infiltration due  to  its  relatively shallow screen.
However, drilling  logs for this well indicate the  presence of confining units above the shallow
screened interval, thus, well is not likely affected by surface waters (Geophex, 1991).  Production
well BB-44 was  sampled in January and  June 1997.  For these sampling events,  all volatile
organic compounds  (VOCs) tested for  by USEPA  method  524.2  were below the analytical
laboratory's stated detection limit of 0.5 micrograms per kilogram (|j,g/kg).

5.6

During May 15 to 24, 1995, Baker conducted a qualitative habitat evaluation of the terrestrial
environment at Site  65.   The site and surrounding areas are dominated by a mixed forest
composed  of pine and deciduous  trees.   Cleared,  sandy areas  are  located to  the south and
southeast of the site.   Buildings, mowed grass, and paved surfaces are located to the west, and an
earth moving training area is located east of Site 65.  Mixed forest extends across  Site 65, and is
interspersed around  the  aforementioned  zones.   Topography  is primarily broad and  flat with
scattered depressions.

Four habitat types are present at Site 65.  These include  forested areas, two separate wetland
areas, and a low-lying drainage area.  Wetlands at the site were classified  as Palustrine systems,
with unconsoldiated bottom class and a permenently flooded water regime.

One threatened or  endangered plant species (rough-leaf loose strife) and one state candidate plant
specie  (Blackfruit Spikerush) were identified at the site.

5.7     Nature and  Extent of Contamination

5.7.1   Remedial Investigation

Table  1 summarizes  the  RI analytical results.   Detected contaminant  concentrations were
compared to screening criteria appropriate for each media. Surface soil screening criteria include
USEPA Region III RBCs for residential land use, and two times base background concentrations
(inorganics only).  Base background levels  for inorganics were established by compiling surface

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soil and subsurface soil concentrations from samples that were collected from areas known to not
have been used for site operations or disposal activities. The comparison criteria for groundwater
are Federal  MCLs and NCWQS.  Inorganics  in groundwater were also  screened against base
background  levels (not presented in  Table  1  for  groundwater).   Base background levels for
inorganics in  groundwater were established  by  compiling  groundwater concentrations  from
samples collected from monitoring wells installed in areas known not to have been impacted by
site activities, or upgradient of  site activities  across the Base (Baker, 1994b).  Surface water
contaminant concentrations were compared to freshwater screening values  for human  health
(water and organism  consumption) including  USEPA Region IV  Water Quality Standards or
NCWQS,  and  upstream  background  concentrations from the White Oak River Basin  Study
(analytical results are presented in the  RI). Sediment contaminant concentrations were compared
against the average upstream  background sediment concentrations from  the White Oak River
Basin Study.  Fish tissue contaminant concentrations were compared to USEPA Region III RBCs
for human ingestion of fish. Criteria reported in the table have been updated since the publication
oftheRI.

Soil Investigations

A total of 13 surface  soil samples were collected at Site 65.  Six of the samples were collected
near the waste piles and burn area.  The remaining samples were collected from  other locations
potentially impacted by historical activities at the  site.  VOCs, semivolatile organic compounds
(SVOCs), pesticides, and inorganics were detected in surface soil.  The analytical results from the
surface soil samples are summarized below:

•      Six VOCs were detected in the surface soil samples, although four of the compounds
       were determined to be laboratory contaminants because all  detected concentrations were
       less   than  10   times  the  maximum   concentrations  detected  in  the  Quality
       Assurance/Quality Control (QA/QC) blanks.  The two remaining VOCs detected at low
       levels in surface soils were ethylbenzene and total xylenes.  The concentrations of these
       compounds did not indicate a specific source, but may have originated from vehicles and
       heavy equipment passing through the site.

•      The  most widespread SVOC detected was bis(2-ethylhexyl) phthalate,  which was
       encountered at nine locations.  This phthalate is a common  plasticizer in rubber and

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       plastic products, such as tires.  All of the sample locations with estimated concentrations
       of these phthalates are near roads or equipment training areas.

•      PAH constituents were  detected in three samples, all near existing or previously existing
       debris piles.  The suspected source  of the PAH contamination are the debris piles and
       historical burning areas at the site.  Di-n-butyl phthalate was  detected at two  locations
       near the waste piles, but a specific source for this contaminant cannot be identified.

•      Pesticides were detected in all areas of the site.  The levels detected in the samples are
       similar to  base-wide  concentrations  from the  historical  use of pesticides at  Camp
       Lejeune.

•      The PCB Aroclor  1260 was detected at  one location  near the  burn area  and the
       southernmost debris piles.   Historical records do not indicate  the  disposal of PCBs;
       however, PCBs were detected in a subsurface soil sample collected during the 1991 Site
       Inspection.  The detection of PCBs  within the vicinity of the debris piles indicates that
       some product containing PCBs may have been spilled or disposed at the site.

•      Surface soil sample analytical  results for inorganics were compared to a  screening level
       of two times average background concentrations. Seven of 13 sample locations exceeded
       two times the average base background for one or more inorganic.  The detections were
       observed in the heavy  equipment training area and the southernmost debris pile.   The
       distribution of the inorganics indicates that they may be the result of rusting  metal debris
       disposed at the site and  the heavy equipment used for training.

A total of 13 subsurface soil samples were collected from the same locations as the surface soil
sample  locations.   VOCs,  SVOCs,  and inorganics were detected in  subsurface soil.    The
analytical results from the subsurface samples are summarized below:

•      Five  VOCs  were detected  in  the subsurface soil samples,  although  four of the
       contaminants   were  determined  to  be   laboratory-related  because   all   detected
       concentrations were less than 10 times the  maximum concentrations detected in the
       QA/QC  blanks.  Xylenes,  a  constituent of petroleum products  which may have  been
       deposited by heavy equipment, was the only non-laboratory related VOC detected.

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•       The most widespread SVOC detected was bis(2-ethylhexyl) phthalate. The source of this
        contaminant is assumed to be the  same as for detections in surface soil, although this
        compound is also commonly a laboratory and field contaminant.

•       Di-n-butyl phthalate was detected in the subsurface soil at the same two locations where
        it was detected in the surface soils.   The remaining 14  SVOCs, all PAH  constituents,
        were detected at the same sampling location where they were detected in the surface soil.

•       Pesticide detections  in subsurface  soils mainly occurred in areas where  the  soils  have
        been either  disturbed  by excavation or  disposal.    The   occurrence  of pesticide
        contamination may  be attributed  to  the  historical use  of pesticides  at MCB, Camp
        Lejeune.

•       PCBs were not detected in the subsurface soil samples collected during the RI.

•       Nine of  13  subsurface soil  sample  locations exceeded two times the  average  base
        background  for one  or more inorganic  constituent.   The majority of  the  inorganics
        occurred in either the heavy equipment training area or the debris piles.  The suspected
        source of inorganics is rusting  metal.

•       A total of six subsurface soil  samples were collected from test pits near the waste piles
        and burn area.  Three VOCs were detected in the soil samples from the test pits, although
        all of the  compounds were  determined  to  be  laboratory  contaminants.    The  most
        widespread SVOC detected was di-n-butyl  phthalate, which was detected at all six test pit
        locations.  Pesticide results for subsurface test-pit soil samples included detections at four
        of six locations.  All six test  pit sample locations exceeded two  times  the average base
        background for two or more  inorganics.   The  suspected source of the  inorganics  is the
        rusting debris disposed of in these piles.

Groundwater Investigation

Groundwater samples were collected  from  three existing wells, and seven wells installed during
the RI.  VOCs, SVOCs, and inorganics  were  detected in groundwater.  The analytical results are
summarized below:
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•      Five VOCs were  detected in ground-water  samples  collected at the  site.   Four were
       determined to be laboratory contaminants because detected concentrations were less than
       10 times the maximum concentrations in QA/QC samples. Carbon disulfide was the only
       VOC detected in the groundwater samples that was  not determined to be a laboratory
       contaminant. It was detected in one upgradient sample location at a low concentration.

•      The SVOC naphthalene was detected in one  upgradient sample location at  a low
       concentration.

•      Groundwater samples collected from  the monitoring  wells contained no  detectable
       concentrations of pesticides or PCBs.

•      Inorganic concentrations were, on average, one or two  orders of magnitude below the
       base  background  levels for groundwater.   Only two of  the  inorganics,  iron and
       manganese, were detected at concentrations  that exceed the screening criteria.  Neither
       iron nor manganese concentrations, however, exceeded the federal standard in any of the
       samples collected at the site,  and these inorganics  are  normally  found  at  similar
       concentrations in groundwater throughout the Base.

Surface Water and Sediment Investigations

Two surface water samples were collected, one each from Powerline Pond and Courthouse Bay
Pond.  VOCs  and inorganic compounds were  detected.  The analytical results are summarized
below:

•      Two  organic  compounds were detected in surface water  and were attributable to
       laboratory contamination because  detected concentrations were less than  10 times the
       maximum concentration in QA/QC samples.

•      A total of 13 inorganics were detected in the surface water samples. Aluminum, barium,
       copper, iron, lead, manganese, vanadium and zinc exceeded the lowest surface  water
       screening value.  All of the detected inorganic concentrations, except iron, exceeded the
       average reference station concentration established  at Camp Lejeune.   The only sources
       of recharge for the ponds are groundwater and stormwater runoff.  Since groundwater
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        was not found to be significantly impacted, water evaporation and soil erosion are the
        suspected causes of elevated inorganics in the ponds.

A total of four sediment samples were collected at Site 65; two samples from each surface water
sample location (0-6 inches and 6 to  12  inches).  VOCs, SVOCs, pesticides, and inorganics were
detected in sediment.  The analytical results are summarized below:

•       Carbon tetrachloride and tetrachloroethene were the only two VOCs detected in sediment
        that were  not attributable to laboratory contamination.   The other  four  VOCs were
        detected below, or only slightly above 10 times the maximum concentrations in QA/QC
        samples.   The specific sources  of carbon tetrachloride and tetrachloroethene  have not
        been determined, but are suspected to have originated from various site operations. The
        detected levels did not exceed sediment screening values.

•       Only one  SVOC, di-n-butylphthalate,  was  detected in the sediment samples,  but it is
        believed to be the result of laboratory contamination because it was detected at less than
        10 times the maximum concentration in the QA/QC samples.

•       Pesticides,  including beta-BHC, 4,4'-DDD, and  4,4'-DDE, were detected in  all of the
        sediment samples collected.   All of these pesticides exceeded the  lowest  sediment
        screening value (SSV) and the average reference concentration.  These concentrations are
        similar to the  concentrations detected in the surface soils across the site.

•       Thirteen inorganics were detected in the sediment. Copper, lead  and zinc were detected
        at  concentrations exceeding the  lowest SSV only  one  time;  however,  all  of these
        inorganics exceeded the average reference concentration (White Oak River Basin Study)
        at least one time. The inorganics are suspected  to be  the result of metals  precipitation
        accumulated within the surface water as evaporation occurs.

Fish Tissue

Organics and inorganics were detected in fish tissue. Four fish-tissue samples were  collected for
fillet  analysis, and five  fish-tissue  samples  were  collected  for  whole-body  analysis.   The
analytical results are summarized below:
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•      Only two organics, acetone and 4,4'-DDD, were detected in the fillet samples.

•      Twelve  inorganics  were  detected in the  fillet  samples: aluminum, barium,  calcium,
       copper, magnesium, manganese,  mercury, potassium, selenium, sodium, thallium, and
       zinc.

•      Four VOCs were detected in the whole-body samples, but they were all determined to be
       laboratory contaminants.

•      There were no SVOCs detected in the whole-body samples.

•      There were two pesticides, 4,4'-DDD and 4,4'-DDE, detected in the whole-body samples.

•      Seventeen  inorganics were detected in the whole-body samples: aluminum, antimony,
       arsenic, barium,  beryllium, calcium, copper, iron, lead, magnesium, manganese, mercury,
       potassium, selenium, sodium, thallium, and zinc.  Because mercury was not detected in
       any  media with the exception of fish tissue, mercury contamination does not appear to be
       related to Site 65 or the local environment.  Other potential sources for mercury in fish
       could be that the fish  were  transported  to  the ponds from  off-site  sources, or that
       bioaccumulation is occurring through a food chain.

5.7.2  Post-RI  Sampling

Post-RI sampling was conducted near Site 65 to determine if contaminants were released from
dissolved drum piles that were discovered  in early 2001.  The piles are located the wooded area to
the south  of Courthouse Bay Pond along its tributary to Courthouse Bay.  A site walk was
conducted in March 2001 and the location  of piles was verified.

This area  was not in the original Site 65 boundary, but is  included under this OU because
activities similar to those conducted in the  original Site 65 boundary were conducted in this area.

Soil, surface water, sediment, and groundwater samples were collected from the area shown on
Figure 8 in  April 2001.   Table 2  summarizes the post-RI sampling analytical results.   Detected
contaminant concentrations were compared to  screening  criteria appropriate for each media.
Surface soil  screening criteria include USEPA Region III RBCs for residential land use, USEPA
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Region IX Preliminary Remediation Goals (PRGs) for residential land use, and two times average
base background concentrations (inorganics  only)  as  described for the RI. The comparison
criteria  for groundwater are  Federal  MCLs  and NCWQS.   Surface  water contaminant
concentrations were compared to USEPA Tier II freshwater screening values for human health
(water and organism consumption), and NCWQS for fresh surface water, and average upgradient
surface water values from the White Oak River Basin Study (Baker, 1994c), representing average
background conditions. Sediment contaminant concentrations were compared to USEPA Region
IV ecological screening levels for  freshwater and average upgradient sediment values  from the
White Oak  River Basin.

Soil Investigations

Two surface soil and four subsurface  soil samples were collected at Site 65 in April of 2001 and
were analyzed for VOCs, SVOCs, pesticides, PCBs, herbicides, and metals.   VOCs,  SVOCs,
pesticides, herbicides, and metals were detected in the surface soil samples. None of the detected
concentrations for VOCs,  SVOCs,  pesticides,  PCBs,  or herbicides  exceeded  any screening
criteria.    The  inorganics  aluminum,  copper,  and  sodium were  detected at concentrations
exceeding both Region III  RBCs and Region  IX PRGs.  Thirteen  inorganics were  detected at
concentrations exceeding two times base background concentrations.

VOCs, SVOCs,  pesticides, herbicides, and inorganics  were also detected in subsurface  soils.
None of the detected concentrations  of VOCs, SVOCs,  pesticides, or herbicides exceeded
screening criteria.  The inorganic arsenic was detected at concentrations exceeding both Region
III RBCs and Region IX PRGs.  The essential nutrients calcium and  sodium were  detected at
concentrations exceeding two times base background concentrations.

The source of inorganics  in surface and subsurface soils at Site 65 is believed to be rusting metal
debris disposed of at the site.

Groundwater Investigation

Groundwater samples were collected from three temporary wells.  VOCs,  total, and dissolved
metals were detected in groundwater.  None of the detected concentrations  of VOCs exceeded
screening criteria.  Of the inorganics that were detected, concentrations of iron and  manganese
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exceeded  NCWQS.    These  inorganics  are  normally found at  similar  concentrations in
groundwater throughout the Base.

Surface Water and Sediment Investigations

Three surface  water and  sediment samples were collected.  VOCs and metals were detected in
surface water.   None of the detected concentrations of VOCs exceeded screening criteria.  The
metals arsenic, chromium, copper, iron, lead, manganese,  thallium,  and zinc were detected at
concentrations exceeding EPA Tier II freshwater screening values and/ or NCWQS for surface
water.  Maximum detected concentrations  of aluminum, barium, calcium, iron, magnesium, and
sodium  exceeded average concentrations detected in upgradient areas  of the White Oak River
Basin.  Water  evaporation and soil erosion are suspected to be the  source of elevated inorganics
in the surface water.

VOCs, SVOCs, pesticides, herbicides, and metals were detected in sediment.   There are no
sediment screening values for the six VOCs that were detected in sediment.   Of the four SVOCs
that were  detected in sediment, only one has an established screening  criteria that the detected
concentration it can be compared to. This contaminant concentration did not exceed the sediment
screening  criteria.   The pesticides 4,4'-DDD, 4,4'-DDE, 4,4'-DDT, alpha chlordane,  dieldrin,
endrin, endrin aldehyde,  endrin ketone, and gamma chlordane were detected at concentrations
exceeding Region  IV ecological screening levels for freshwater.  The  levels detected in these
samples are similar to base-wide concentrations from the historical  use of pesticides at Camp
Lejeune.   Maximum detections of the  pesticides 4,4'-DDD, 4,4'-DDE,  4,4'-DDT,  endrin
aldehyde,  and  p,p'-methoxychlor  exceeded  average concentrations detected in sediments in
upgradient areas of the White Oak River Basin. There are no  screening criteria for herbicides in
sediment.  The  inorganics  barium, copper, and lead were also detected  at concentrations exceeding
Region IV ecological screening levels for  freshwater.  Each of these inorganics  and aluminum,
arsenic, calcium, chromium, iron,  magnesium, manganese,  selenium, vanadium, and zinc were
detected at concentrations exceeding average concentrations  in upgradient areas of the White  Oak
River Basin.   The  inorganics are  suspected to be the result of metals precipitation accumulated
within the surface water as evaporation occurs.
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6.0    CURRENT AND POTENTIAL FUTURE LAND AND RESOURCE USES

Site 65 is a primarily wooded area located immediately east of the Marine Corps Engineer School
which occupies property between Site 65  and the bay.   The  school  is used for maintenance,
storage, and operator training of amphibious vehicles and heavy construction equipment.  The
school also utilizes a several acre parcel located just east of Site 65 to  conduct heavy equipment
training activities.  Two surface ponds are located immediately east of the training facilities that
have recreational fishing available, and are  stocked by the  base fishing commission. Also, there
are some physical fitness trails  and exercise stops that run throughout the site and surrounding
areas. Several wide, cleared trails for tanks and heavy equipment cross  the site. The current land
use is unlikely to change in the immediate future.

As discussed in the Site Characteristics section of this document, five active groundwater supply
wells are located within a one-mile radius of the site.  It is  likely that these wells will continue to
be used in the immediate future.

7.0    SUMMARY OF SITE RISKS

As part  of the RI, human health and ecological RAs were conducted to determine the potential
risks associated with the chemical constituents detected at Site 65.  The RAs are based only on
the RI  data because the post-RI work was conducted subsequent  to  the RAs.   The following
subsections briefly summarize the findings of the human health and ecological RAs.

7.1    Human Health Risk Assessment

A  quantitative human health RA was conducted for  Site 65.  This included identification  of
contaminants of potential concern (COPCs), and calculation of potential carcinogenic and non-
carcinogenic risk for different human receptors.

7.1.1   Selection of COPCs

During the human health RA, chemicals of potential concern (COPCs) were selected for surface
soil, subsurface soil, groundwater, surface water, sediment, and fish tissue as shown on Table 3.
The selection of COPCs was based on methodology described in the USEPA Risk Assessment
Guidance for Superfund (USEPA, 1989a, 1989b, 199la, 1991b, 1995).  COPCs were selected by
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comparing  detected  concentrations  to  contaminant-specific  screening  criteria,  as  well as by
evaluation  of site  and contaminant  characteristics.   Criteria used  in selecting  a detected
contaminant as a COPC included historical  information, background  and naturally occurring
levels, field and laboratory blank data, USEPA Region III Contaminants of Concern, prevalence,
federal and state criteria and standards, toxicity, anthropogenic levels, persistence, and mobility.

As shown on Table  3, no detected VOCs, pesticides, or  PCBs exceeded screening criteria and
were  not retained as COPCs in surface soil.   Two SVOCs, benzo(a)pyrene  and dibenzo(a,
h)anthracene, were  retained as a COPCs because the maximum concentrations exceeded the
residential soil screening values.  Manganese and thallium were the only inorganics that were
retained as surface soil COPCs because they exceeded the residential soil screening values.

For subsurface soil, no VOCs, pesticides, or PCBs were retained as COPCs. Benzo(a)anthracene,
benzo(a)pyrene,  aluminum,  iron,  and  manganese  were retained  as   COPCs  because  their
maximum concentrations exceeded  residential soil  screening levels.   Lead was retained as  a
COPC because its maximum  concentration exceeded the  lead action level.  Antimony,  arsenic,
copper, nickel, and thallium were retained as subsurface soil COPCs because their concentrations
exceeded background and/or residential soil screening levels.

For groundwater, no SVOCs,  pesticides, or PCBs were retained because their concentrations did
not exceed the tap  water screening values  and/or the blank sample  concentration.   Carbon
disulfide, manganese, and iron were retained as COPCs because their concentrations exceeded tap
water screening criteria.  It should be noted  that 1,2-dichloroethane, bis(2-ethylhexyl)phthalate,
and aluminum were  not retained as COPCs  because their concentrations did not exceed blank
contamination (organics), or naturally occurring levels (aluminum).

For surface water, no VOCs, SVOCs, pesticides, or PCBs were retained  as COPCs because their
concentration did not exceed  the North Carolina Water Quality Standards, and/or blank sample
concentrations.   Copper, iron, lead,  and zinc  were detected  at concentrations greater than
corresponding NCWQS and were retained as COPCs.  There were no NCWQS  for aluminum,
barium, manganese,  and vanadium,  so  these  inorganics were also retained as surface water
COPCs.

For sediment, no VOCs, SVOCs, pesticides, or PCBs were retained as COPCs because their
concentrations were less than the respective residential soil screening values and/or blank sample
                                            17

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concentrations.  Aluminum, antimony, chromium, and iron were detected at concentrations that
exceeded  corresponding soil  RBCs.   Therefore, these  inorganics were retained  as  sediment
COPCs.

No VOCs, SVOCs, pesticides, or PCBs were retained as COPCs for fish tissue.  Mercury and
thallium were the only constituents retained as COPCs for fish tissue because their concentrations
exceeded  fish tissue  screening levels.  However, it should be noted that the North Carolina
Department of Health and Human Services was contacted regarding the constituents detected in
fish and crab tissue.  The state toxicologist concluded that consumption of fish and crab found at
this site should not pose a significant health risk (see Appendix C).

7.1.2  Quantification of Exposure

For each COPC, incremental cancer risk (ICR) and hazard index (HI) values were calculated to
quantify potential carcinogenic and noncarcinogenic  risks, respectively.  An ICR is a value that
indicates the  probability  of developing cancer when exposed to certain contaminants.   The
USEPA has established  an acceptable range of carcinogenic risk is IxlO"6 to IxlO"4.  This means
that the acceptable range  is between one person in a million  and one person in ten thousand
getting cancer in one's lifetime due to exposure to contaminants. A HI is an index that compares
the site contaminant concentrations to reference concentrations  (federal guidelines and literature
values), if exceeded, could cause non-carcinogenic health risk. An HI greater than 1.0 indicates a
potential human  health risk due to exposure to a contaminant.

7.1.2.1 Current  Scenario

Under the current exposure scenario, military personnel (trainee), military personnel (recreational
user), adult and  child fisherman receptors were evaluated as potential receptors, and risk values
were calculated  for exposure to surface soil (military personnel -  trainee and recreational user);
subsurface soil (military personnel - trainee); inhalation of particles (military personnel - trainee
and recreational  user); and surface water,  sediment and fish tissue (fisherman).  ICR values did
not exceed the USEPA acceptable risk range of IxlO"4 to IxlO"6.   Thus, there are no unacceptable
carcinogenic current risks  associated with any media  at Site 65.   The HI values for the child- and
adult fisherman  receptor (HI = 6.1 and 1.3, respectively) exceeded unity due to the ingestion of
fish tissue.   The elevated HI  values  associated with fish tissues  are primarily due to mercury
which does not appear to be site related for the following reasons: (1) mercury was detected only
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in fish tissue and not in any other site media; (2) the ponds where mercury was detected are not
located near the heavy equipment training area which prevents them from being impacted by Site
65 surface runoff; and (3) the ponds were stocked with fish from off-site sources. However, upon
review of site data, the North Carolina state toxicologist concluded that consumption of fish and
crab tissue from this site would not pose a significant threat to human health (see Appendix C).

7.1.2.2 Future Scenario

Under the future scenario, child and adult residents were evaluated as potential receptors, and risk
values were calculated for exposure to surface  soil, subsurface soil,  groundwater, surface water,
and sediment.  ICR values did not exceed the USEPA acceptable risk range of IxlO"4 to IxlO"6.
Thus, there are no unacceptable carcinogenic future risks associated with any media at Site 65.
The HI values for the child resident receptor (HI = 3.0) exceeded unity due to the ingestion of
iron in groundwater. However, iron is still considered an essential nutrient, and toxicity criteria
have not been finalized by the  USEPA.   Further, the central tendency (CT) exposure  scenarios
calculated for the child resident showed no unacceptable  risk.

7.2    Ecological Risk Assessment

During the ecological RA, ecological COPCs were selected for surface water, sediment, surface
soil,  and fish tissue, as shown in Table 4.  Criteria used to select  ecological  COPCs  included
historical  information,  prevalence, toxicity, federal and state  criteria and  standards,  field and
laboratory blank data, background and naturally occurring levels, and anthropogenic levels.

For surface soil, six VOCs (methylene chloride, acetone, trichloroethene, toluene, ethylbenzene,
and xylenes)  were detected in the surface soil.  Methylene chloride, acetone, and toluene were not
retained as COPCs because they are common laboratory contaminants  and they were detected at
less than  10  times the concentration in the  blank samples.   Trichloroethene, ethylbenzene, and
xylenes were  retained  as  COPCs.   Nineteen  SVOCs were  detected in the  surface soil.
Acenaphthene,  2,4-dinitrophenol,   anthracene,   benzo(a)anthracene,   benzo(b)fluoranthene,
benzo(k)fluoranthene, benzo(a)pyrene,  ideno(l,2,3-cd)pyrene, benzo(g,h,i)perylene,  carbazole,
chrysene,  dibenzo(a,h)anthracene,  dibenzofuran, fluorene,  phenanthrene,  di-n-butylphthalate,
fluoranthene,  pyrene, and bis(2-ethylexyl)phthalate were retained as  COPCs.   Five pesticides
were detected in the surface  soil.  Endosulfan II, 4,4'-DDE, 4,4'-DDT, 4,4'-DDD, and heptachlor
epoxide were retained as COPCs.  Aroclor 1260 was detected in  one of the  surface soil samples
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and was retained as a COPC.   Fifteen metals were detected  in  the surface soil.   Calcium,
magnesium, potassium, and sodium were not retained as a COPCs. Copper was not retained as a
COPC because it was detected at a concentration of less than five times the concentration in the
blank sample.  Aluminum was not retained as a COPC because it was detected at concentrations
of less than twice base background.  Barium, chromium, iron, lead, manganese, nickel, thallium,
vanadium and zinc were retained as COPCs.

Two VOCs (acetone, and 1,2-dichloroethane) were detected in the surface water.  Neither
contaminant was  retained as a COPC for  aquatic and terrestrial  receptors because they are
common laboratory contaminants and were detected at a concentration of less than 10 times the
concentration in the  blank sample. No SVOCs, pesticides, or PCBs were detected in the surface
water samples.   Thirteen metals were  detected in the surface  water samples.   Calcium,
magnesium, potassium,  and sodium were not retained  as COPCs for aquatic  or  terrestrial
receptors.  Chromium  was  not  retained  as  a COPC  for aquatic receptors  because  detected
concentrations  do not exceed the surface water screening values.   However, chromium  was
retained as  a COPC  for terrestrial receptors.  Aluminum, barium, copper, iron, lead, manganese,
vanadium, and zinc were retained as COPCs for both aquatic and terrestrial receptors.

At each station, sediment samples were collected from two depths, zero to six inches and six to
12 inches.  Six VOCs were detected in the sediment.  Acetone, chloroform, and toluene were not
retained as COPCs  because  they  are common laboratory  contaminants and were  detected at a
concentration of less than 10 times the concentration in the blank sample. Carbon tetrachloride,
2-butanone, and tetrachloroethene were not  retained as COPCs because they were detected at
concentrations  below sediment screening values (SSVs).  One SVOC (di-n-butylphthalate)  was
detected and retained as a COPC  in sediment.  Three pesticides were detected in the sediment.
Beta-BHC,  4,4'-DDE, and 4,4'-DDD were all retained as  COPCs. Fifteen metals were detected
in the sediment.  Calcium, magnesium, potassium, and sodium were not retained as  COPCs.
Barium, chromium,  iron, and manganese were not retained  as  COPCs  because they did not
exceed their respective SSVs.  Aluminum, antimony, cobalt,  copper, lead, vanadium, and  zinc
were retained as COPCs.

For the fish-fillet sample, one VOC  (acetone)  was detected and retained  as a COPC  in the fish
fillet tissue. No SVOCs were detected in the fish fillet samples.  One pesticide (4,4'-DDD) was
detected and retained as a COPC.  For the  whole-body fish samples, four VOCs were detected in
the fish, whole-body tissue. Acetone, 2-butanone, methylene chloride, and toluene were retained
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as COPCs.  No SVOCs were  detected in the fish, whole-body samples.  Two pesticides were
detected in the fish, whole-body tissue.  Pesticides 4,4'-DDD and 4,4'-DDE were retained as
COPCs.  Seventeen metals were detected in the fish, whole-body tissue.  Calcium, magnesium,
potassium, and sodium were not retained  as COPCs.  The remaining thirteen metals (aluminum,
antimony, arsenic,  barium, beryllium,  copper, iron,  lead,  manganese,  mercury,  selenium,
thallium, and zinc) were retained as COPCs.

Following the  selection of ecological COPCs, the potential ecological risks associated  with each
COPC were  evaluated. The  paragraphs that follow  summarize the conclusions made for aquatic
and terrestrial receptors at Site 65.

7.2.1   Aquatic Ecosystem

There is a moderate potential risk to aquatic life in  Courthouse Bay Pond, with most of the risk
associated with the non-site-related inorganics in the surface water. There is only a slight risk to
aquatic life  in  Powerline  Pond; however, these risks are  due to non-site-related contaminants
(4,4'-DDD and 4,4'-DDE).   Based on the ecological RA, no  further investigations  are deemed
necessary.

7.2.2   Terrestrial Ecosystem

Some potential impacts to soil invertebrates  and plants may  occur as a result of site-related
contaminants.   It should be  noted that there is much uncertainty in the Surface Soil  Screening
Values (SSSVs) used to assess this impact.  In addition,  a potential decrease in the  terrestrial
vertebrate population from  site-related contamination is not  expected based on the  terrestrial
intake model that is included in the RI ecological RA.

8.0    EXPLANATION OF  SIGNIFICANT CHANGES

The PRAP presents the No Action remedy as the preferred alternative for Site 65. No significant
changes to the  remedy detailed  in that document have been made.
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9.0    REFERENCES

Baker Environmental, Inc. (Baker). 1994a.  Final Site Inspection Report. Site 65 Engineer Dump
Area. Marine Corps Base. Camp Lejeune. North Carolina.  January 1994.

Baker.  1994b.  Draft Evaluation of Metals  in Groundwater. Marine Corps Base. Camp Lejeune.
North Carolina.  June 1994.

Baker.  1994c. White Oak River Basin Study.  1994.

Baker.  1997.  Final Remedial Investigation Report Operable Unit No. 9 (Site 65). Marine Corps
Base Camp Lejeune. North Carolina. Prepared for the Department of the Navy Atlantic Division,
Naval Facilities Engineering Command, Norfolk, Virginia.  November 1997.

Baker.  200la.   Post-RI  Sampling Letter Report.   Prepared for the  Department of the Navy
Atlantic Division, Naval Facilities Engineering Command, Norfolk, Virginia.  June 2001.

Baker.  200Ib.   Proposed Remedial Action Plan.   Prepared for the  Department of the Navy
Atlantic Division, Naval Facilities Engineering Command, Norfolk, Virginia.  June 2001.

Geophex, Ltd.  1991.  Wellhead  Management Program Engineering Study 91-36.  Prepared for
the Officer in Charge of Construction, Marine Corps  Base,  Camp  Lejeune, North  Carolina.
January 1991.

USEPA.  1989a. United States Environmental Protection Agency. Risk Assessment  Guidance
for Superfund Volume I.  Human Health Evaluation Manual (Part  A)  Interim Final   Office of
Solid Waste and Emergency Response.  Washington, D.C. EPA/540/1-89-002. December 1989.

USEPA.  1989b. United States Environmental Protection Agency. Risk Assessment  Guidance
for Superfund  Volume II.   Environmental Evaluation Manual  Interim Final   Office of Solid
Waste and Emergency Response.  Washington, D.C. EPA/540/1-89-001. December 1989.

USEPA.  199la. United States Environmental Protection Agency. Risk Assessment  Guidance
for Superfund Volume I.  Human Health Evaluation Manual Supplemental Guidance.  "Standard
                                          22

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Default  Exposure Factors" Interim Final.  Office  of Solid Waste  and Emergency Response.
Washington, D.C. OSWER Directive 9285.6-03. March 25, 1991.

USEPA.  1991b.  United States Environmental Protection Agency.  Supplemental Region IV Risk
Assessment Guidance.  Health Assessment Office. March 20, 1991.

USEPA.   1995.  United States Environmental  Protection  Agency.  Supplemental Guidance to
RAGS: Region IV Bulletins.  Office of Water. Washington, D.C. November, 1995.

Water and Air Research, Inc.  (WAR).  1983.  Initial Assessment  Study of Marine Corps Base.
Camp Lejeune. North Carolina.  Prepared for Naval Energy and Environmental Support Activity.
                                          23

-------
                          RESPONSIVENESS SUMMARY

The selected remedy for Site 65, OU No. 9, is No Action.

The USEPA Region IV and NC DENR are in support of the selected remedy outlined herein for
OU No. 9. A concurrence letter from the NC DENR is included in Appendix A.

Based on comments received from the audience of the July 18, 2001 public meeting, the public
supports the selected remedy for OU No. 9.  No additional comments were made during the
public comment period which ended on August 10, 2001.  The public meeting consisted of a
presentation of OU Nos. 9 and 17, and question and answers. OU No. 9 was presented during the
first half of the public meeting.  The transcript for the public meeting is provided in Appendix B.
The entire public meeting transcript has been reproduced  in this ROD because both presentations
were included  in the same legally sealed and certified report document.

The attendees  of the public meeting included representatives from Naval Facilities Engineering
Command, Atlantic Division (LANTDIV); MCB  Camp Lejeune  Environmental Management
Division (EMD); NC DENR Superfund Section; USEPA Region IV; Restoration Advisory Board
(RAB) Community Members; and Baker. In attendance were:

Laura Baker           RAB Community Member
Ellen Bjerklie  Hanna   Baker
Rich Bonelli          Baker
Thomas Burton        MCB Camp Lejeune EMD
Heather Govenor      Baker
Carrie Anne Hayward   RAB Community Member
Bart Herpel           Community Member
Ray Humphries        RAB Community Member
David Lown          NC DENR, Superfund Section
Steve Martin          LANTDIV
Rick Raines           MCB Camp Lejeune EMD
Kirk Stevens          LANTDIV
Jim Swartenberg      RAB Community Chairperson
Gena Townsend        USEPA Region IV
Karren Wood          Baker

In general, the meeting attendees asked about mercury in fish samples, the safety of eating fish
from the  ponds  at Site 65, and sampling methods.  All questions asked at the meeting were
resolved so no follow up on any issue is required.

-------
TABLES

-------
                                                                                  TABLE 1
                                                                 SUMMARY OF SITE CONTAMINATION
                                                                     SITE 65 - ENGINEER AREA DUMP
                                                                     RECORD OF DECISION, CTO-0130
                                                               MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Surface Soil(1)
Fraction
Volatiles
Semivolatiles
Detected
Organics/Inorganics
Methylene Chloride
Acetone
Trichloroethene
Toluene
Ethylbenzene
Xylene (total)
Acenaphthene (PAH)
2,4-Dinitrophenol
Dibenzofuran
Fluorene (PAH)
Phenanthrene (PAH)
Anthracene (PAH)
Carbazole
di-n-Butyl-phthalate
Fluoranthene (PAH)
Benzo(a)anthracene (PAH)
Chrysene (PAH)
bis(2-Ethylhexyl)phthalate
Benzo(b)fluoranthene (PAH)
Benzo(k)fluoranthene (PAH)
Comparison Criteria
Criteria I
8.5 X104
7.8 X105
5.8X104
1.6 X106
7.8 X105
1.6 X107
4.7 X105
1.6 X104
3.1X104
3.1X105
2.3 X105
2.3 X106
3.2 X104
7.8 X105
3.1X105
870
8.7 X104
4.6 X104
870
8700
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Site Contamination
Min.
Cone.
2J
10J
U
U
U
3J
130J
150J
58J
100J
59J
190J
180J
260J
130J
76J
70J
48J
89J
120J
Max.
Cone.
2J
10J
U
2J
U
5J
130J
150J
58J
100J
860
190J
180J
390J
830
510
470
87J
360J
510
Location(s) of Maximum
Concentration
65-MW07A-00 & SB 12-00
65-MWO5A-00
65-SB06-00
65-DW04-00 & MW07A-00
65-SB07-00
65-SB07-00
65-DW01-00
65-DW04-00
65-DW01-00
65-DW01-00
65-DW01-00
65-DW01-00
65-DW01-00
65-SB06-00
65-DW01-00
65-DW01-00
65-DW01-00
65-MW06A-00
65-DW01-00
65-DW01-00
Detection
Frequency
2/13
1/13
1/13
3/13
1/13
2/13
1/13
1/13
1/13
1/13
3/13
1/13
1/13
2/13
3/13
3/13
3/13
9/13
3/13
2/13
Number of
Detections Above
Comparison
Criteria I
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Number of Detections
Above Comparison
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Notes:
Concentrations are presented in Jig/Kg for organics in soil and sediment and in |ig/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg (ppm).
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon
w  Organics and Metals  in both surface and subsurface soils are compared to EPA Region III Risk Based Concentrations (RBCs) for a residential area (Criteria I) (EPA updated 5/8/2001),
    and two times base background concentrations for MCB, Camp Lejeune (Criteria II) (Metals only). Only priority pollutant metals (i.e., aluminum, antimony, arsenic, barium, cadmium,
    chromium, cobalt, copper, iron, lead, manganese, nickel, selenium, silver, thallium, vanadium, zinc) are presented on this table. For lead, the residential action level in soil is used
    (USEPA, 1994). Refer to the RI for completed metals detection data.

-------
                                                                         TABLE 1 (Continued)
                                                              SUMMARY OF SITE CONTAMINATION
                                                                 SITE 65 - ENGINEER AREA DUMP
                                                                 RECORD OF DECISION, CTO-0130
                                                            MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Surface Soil
Fraction
Semivolatiles
(continued)
Pesticides
PCBs
Metals
Detected
Organics/Inorganics
Benzo(a)pyrene (PAH)
Indeno(l,2,3-cd)pyrene (PAK
Dibenzo(a,h)anthracene (PAI
Benzo(g,h,i)perylene (PAH)
Heptachlor epoxide
4-4'-DDE
Endosulfan II
4-4'-DDD
4-4'-DDT
Aroclor 1260
Aluminum
Barium
Chromium
Copper
Iron
Lead
Manganese
Nickel
Thallium
Vanadium
Zinc
Comparison Criteria
Criteria I
87
870
87
2.3 X105
70
1900
4.7 X104
2700
1900
320
7800
550
23
310
2300
400
160
160
0.55
55
2300
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
5940
17.36
3.693
7.2
3755
23.75
18.5
3.434
0.889
11.63
13.88
Site Contamination
Min.
Cone.
100J
88J
45J
70J
2.3
4.3
3.8NJ
3.8NJ
25
52J
656
2.7
2.3
2.5
50.9
2
2.9
4.6
2.3
2.8
3.7
Max.
Cone.
400
310J
150J
250J
2.3
83J
3.9NJ
59J
56J
52J
5040
36.3
8.6
55.6
16400
178
163J
5.7
2.3
12
377J
Location(s) of Maximum
Concentration
65-DW01-00
65-DW01-00
65-DW01-00
65-DW01-00
65-MW07A-00
65-MW07A-00
65-DW02-00
65-SB 10-00
65-MW07A-00 & SB07-00
65-DW01-00
65-DW01-00
65-DW01-00
65-DW01-00
65-DW01-00
65-SB12-00
65-DW01-00
65-DW01-00
65-SB12-00
65-SB 10-00
65-DW01-00
65-DW01-00
Detection
Frequency
2/13
2/13
2/13
2/13
1/13
6/13
2/13
7/13
3/13
1/13
13/13
13/13
11/13
9/13
13/13
13/13
13/13
2/13
1/13
9/13
11/13
Number of
Detections Above
Comparison
Criteria I
2
0
1
0
0
0
0
0
0
0
0
0
0
0
3
0
3
0
1
0
0
Number of Detections
Above Comparison
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
0
3
2
6
2
4
5
2
1
1
6
Notes:
Concentrations are presented in Jig/Kg for organics in soil and sediment and in |ig/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg (ppm).
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon

-------
                                                                            TABLE 1 (Continued)
                                                                 SUMMARY OF SITE CONTAMINATION
                                                                    SITE 65 - ENGINEER AREA DUMP
                                                                    RECORD OF DECISION, CTO-0130
                                                               MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Subsurface
Soil(1)
Fraction
Volatiles
Semivolatiles
Detected
Organics/Inorganics
Acetone
Carbon Bisulfide
2-Butanone
Trichloroethene
Toluene
Xylene (total)
Naphthalene (PAH)
2-Methylnaphthalene
Acenaphthene
Fluorene
Dibenzofuran
Phenanthrene (PAH)
Anthracene
Carbazole
di-n-Butylphtalate
Fluoranthene (PAH)
Pyrene (PAH)
Benzo(a)anthracene (PAH)
Chrysene (PAH)
Comparison Criteria
Criteria I
7.8 X 10'
7.8 X105
4.7 X106
5.8X104
1.6 X106
1.6 X107
1.6 X105
1.6 X105
4.7 X105
3.1X105
3.1X104
2.3 X105
2.3 X106
3.2 X104
7.8 X105
3.1X105
2.3 X105
870
8.7 X104
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Site Contamination
Min.
Cone.
7J
2J
2J
2J
U
U
55J
60J
94J
110J
42J
150J
290J
120J
160J
230J
190J
100J
110J
Max.
Cone.
380
2J
29
2J
U
3J
55J
60J
97J
110J
42J
1200
290J
120J
340J
1900
1400
900
800
Location(s) of Maximum
Concentration
65-DW02-02
65-TP04
65-TP05
65-SB07-04
65-SB11-04
65-SB 10-01
65-TP07
65-TP07
65-SB06-02
65-SB06-02
65-TP07
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
Detection
Frequency
13/19
1/19
3/19
1/19
1/19
5/19
1/19
1/19
2/19
1/19
1/19
2/19
1/19
1/19
8/19
2/19
2/19
2/19
2/19
Number of
Detections Above
Comparison
Criteria I
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
Number of Detections
Above Comparison
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Notes:
Concentrations are presented in |ig/Kg for organics in soil and sediment and in |ig/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg (ppm).
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon
w  Organics and Metals  in both surface and subsurface soils are compared to EPA Region III Risk Based Concentrations (RBCs) for a residential area (Criteria I) (EPA, updated 5/8/2001),
    and two times base background concentrations for MCB, Camp Lejeune (Criteria II) (Metals only). Only priority pollutant metals (i.e., aluminum, antimony, arsenic, barium, cadmium,
    chromium, cobalt, copper, iron, lead, manganese, nickel, selenium, silver, thallium, vanadium, zinc) are presented on this table. Refer to Table the RI for completed metals detection data.

-------
                                                                         TABLE 1 (Continued)
                                                              SUMMARY OF SITE CONTAMINATION
                                                                 SITE 65 - ENGINEER AREA DUMP
                                                                 RECORD OF DECISION, CTO-0130
                                                            MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Subsurface
Soil
Fraction
Semivolatiles
(continued)
Pesticides
PCBs
Metals
Detected
Organics/Inorganics
bis(2-ethylhexyl)phthalate
Benzo(b)fluoranthene (PAH)
Benzo(k)fluoranthene (PAH)
Benzo(a)pyrene (PAH)
Ideno(l,2,3-cd)pyrene (PAH)
Benzo(g,h,i)perylene (PAH)
Endosulfan I
4,4'-DDE
4,4'-DDD
4,4'-DDT
Endrin Aldehyde
alpha-Chlordane
gamma-Chlordane
ND
Aluminum
Antimony
Arsenic
Barium
Cadmium
Chromium
Cobalt
Copper
Iron
Comparison Criteria
Criteria I
4.6 X104
870
8700
87
870
2.3 X105
4.7 X104
1900
2700
1900
2300
1800
1800
NA
7800
3.1
0.43
550
3.9
23
160
310
2300
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7375
6.409
1.968
14.2
0.712
12.56
1.504
2.416
7252
Site Contamination
Min.
Cone.
37J
96J
110J
69J
480
67J
3.1NJ
4.6
4.4J
9.6
9.4J
8.3J
3J
NA
1020
11.8
2.6
2.7
1.3
2.6
11.5
7.7
236J
Max.
Cone.
370
710
620
680
480
360J
3.1NJ
45J
340J
40
9.4J
8.3J
7.5J
NA
10600
11.8
3.3
38.3
1.3
17.3
11.5
67.2
31300
Location(s) of Maximum
Concentration
65-DW01-04
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
65-SB06-02
65-TP05
65-TP04
65-TP05
65-TP07
65-DW01-04
65-SB06-02
65-SB06-02
NA
65-SB07-04
65-TP07
65-SB06-02
65-SB06-02
65-SB06-02 & TP04
65-SB07-04
65-TP07
65-TP07
65-SB06-02
Detection
Frequency
15/19
2/19
2/19
2/19
1/19
1/19
1/19
8/19
8/19
4/19
1/19
1/19
3/19
0/19
19/19
1/19
3/19
19/19
2/19
16/19
1/19
8/19
19/19
Number of
Detections Above
Comparison
Criteria I
0
0
0
1
0
0
0
0
0
0
0
0
0
NA
1
1
3
0
0
0
0
2
9
Number of Detections
Above Comparison
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1
1
3
7
2
1
1
8
5
Notes:
Concentrations are presented in Jig/Kg for organics in soil and sediment and in |ig/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg (ppm).
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon

-------
             TABLE 1 (Continued)
  SUMMARY OF SITE CONTAMINATION
     SITE 65 - ENGINEER AREA DUMP
     RECORD OF DECISION, CTO-0130
MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Subsurface
Soil
Ground-water1-2'
Fraction
Metals
(continued)
Volatiles
Semivolatiles
Pesticides
PCBs
Metals
Detected
Organics/Inorganics
Lead
Manganese
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Methylene Chloride
Acetone
Carbon Bisulfide
1 ,2-Dichloroethane
2-Butanone
Naphthalene
di-n-Butylphthalate
bis(2-ethylhexyl)phthalate
ND
ND
Aluminum
Barium
Comparison Criteria
Criteria I
400
160
160
39
39
0.55
55
2300
NA
NA
NA
5
NA
NA
NA
6
NA
NA
50-200(3)
2000
Criteria II
8.327
7.919
3.714
0.801
0.866
0.955
13.45
6.662
5
700
700
0.38
170
21
700
3
NA
NA
NA
2000
Site Contamination
Min.
Cone.
1.6
2
4.8
1.5
4.2
4.2
3.1
2.5J
U
5J
5J
2J
U
3J
2J
U
NA
NA
40.3
17.9
Max.
Cone.
539
471
243
1.5
4.2
4.2
27.2
764
2J
7J
5J
2J
U
3J
6J
6J
NA
NA
421
151
Location(s) of Maximum
Concentration
65-SB06-02
65-SB06-02
65-SB06-02
65-TP07
65-TP07
65-SB06-02
65-SB07-04
65-SB06-02
65-MW06
65-MW06
65-MW04
65-MW07
65-MW03, 05, & 06
65-DW04
65-MW07
65-MW07
NA
NA
65-MW06
65-MW03
Detection
Frequency
19/19
19/19
3/19
1/19
1/19
1/19
15/19
16/19
6/11
7/11
1/11
8/11
3/11
1/11
3/11
5/11
0/11
0/11
7/11
10/11
Number of
Detections Above
Comparison
Criteria I
1
2
1
0
0
1
0
0
NA
NA
NA
0
NA
NA
NA
0
NA
NA
6
0
Number of Detections
Above Comparison
Criteria II
8
10
3
1
1
NA
1
12
0
0
0
8
0
0
0
2
NA
NA
NA
0
Notes:
Concentrations are presented in |ig/Kg for organics in soil and sediment and in |ig/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon
   Comparison Criteria for groundwater are Federal Maximum Contaminant Levels (MCL) (Criteria I) and North Carolina Water Quality Standards (NCWQS) (Criteria II).
w  Secondary MCL for aluminum, iron, and zinc; if MCL is a range, the lower concetration is used for comparison.
                                                                                               (ppm).

-------
             TABLE 1 (Continued)
  SUMMARY OF SITE CONTAMINATION
     SITE 65 - ENGINEER AREA DUMP
     RECORD OF DECISION, CTO-0130
MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Groundwater
Surface
Water(5)
Fraction
Metals
(continued)
Volatiles
Semivolatiles
Pesticides
PCBs
Metals
Detected
Organics/Inorganics
Chromium
Cobalt
Iron
Lead
Manganese
Nickel
Zinc
Acetone
1 ,2-Dichloroethane
ND
ND
ND
Aluminum
Barium
Chromium (total)
Copper
Iron
Comparison Criteria
Criteria I
100
NA
300W
15w
NA
100
5000(3)
NA
0.38 (EPA)
NA
NA
NA
NA
1000 (NC)
50(6)(EPA)
1300(7)(EPA;
300(6) (EPA)
Criteria II
50
NA
300
15
50
100
2100
NA
NA
NA
NA
NA
333.17
25.67
NA
NA
575.67
Site Contamination
Min.
Cone.
10
20.1
41.9
3.4
3
53.1
11
5J
U
NA
NA
NA
25800
36.7
27.6
41.1
348
Max.
Cone.
10.2
52.4
6580
3.4
186
59.6
58.9
5J
U
NA
NA
NA
25800
69.3
27.6
41.1
7890
Location(s) of Maximum
Concentration
65-MW01
65-DW02-02
65-MW02
65-DW04
65-DW02-02
65-DW02-02
65-DW02-02
65-SW04-01
65-SW04-01 & SW05-01
NA
NA
NA
65-SW04-01
65-SW04-01
65-SW04-01
65-SW04-01
65-SW04-01
Detection
Frequency
2/11
4/11
10/11
1/11
11/11
2/11
10/11
1/2
2/2
0/2
0/2
0/2
1/2
2/2
1/2
1/2
2/2
Number of
Detections Above
Comparison
Criteria I
0
NA
5
0
NA
0
0
NA
2
NA
NA
NA
NA
0
0
0
2
Number of Detections
Above Comparison
Criteria II
0
NA
5
0
5
0
0
NA
NA
NA
NA
NA
1
1
0
NA
1
Notes:
Concentrations are presented in Jig/Kg for organics in soil and sediment and in |ig/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon
   Secondary MCL for aluminum, iron, and zinc; if MCL is a range, the lower concetration is used for comparison.
   Federal Action Level for lead.
   Positive contaminant detections in surface water are compared to freshwater screening values for human health (water and organism consumption): EPA Region IV Water Quality
   Standards (EPA), 1995 or NCWQS (NC) (Criteria I), and upstream background concentrations from the White Oak River Basin Study (Criteria II).
   EPA Water Quality Criteria, 1991, Human Health Published Criteria (water and organism consumption).
   EPA Water Quality Criteria, 1991, Human Health Recalculated Values using IRIS, as of 9/90 (water and organism consumption).
                                                                                                 (ppm).

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                                                                            TABLE 1 (Continued)
                                                                 SUMMARY OF SITE CONTAMINATION
                                                                    SITE 65 - ENGINEER AREA DUMP
                                                                    RECORD OF DECISION, CTO-0130
                                                               MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Surface
Water
Sediment(8)
Fraction
Metals
(continued)
Volatiles
Semivolatiles
Pesticides
Metals
Detected
Organics/Inorganics
Lead
Manganese
Vanadium
Zinc
Acetone
Chloroform
2-Butanone
Carbon Tetrachloride
Tetrachloroethene
Toluene
Di-n-Butylphthalate
beta-BHC
4,4'-DDE
4,4'-DDD
Vanadium
Zinc
Comparison Criteria
Criteria I
5016)(EPA)
200 (NC)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2.51
2.42
1.57
17.57
27.38
Site Contamination
Min.
Cone.
45.8
57.3
26.2
33.6
190J
79J
72J
13J
6J
3J
940J
8.3NJ
18J
76J
40.5
7.9
Max.
Cone.
45.8
88.4
26.2
144
450J
79J
94J
18J
15J
7J
1,600J
8.3NJ
19NJ
84J
40.5
280J
Location(s) of Maximum
Concentration
65-SW04-01
65-SW04-01
65-SW04-01
65-SW04-01
65-SD05-612
65-SD04-06
65-SD04-06
65-SD04-06
65-SD04-06
65-SD04-06
65-SD04-612
65-SD04-612
65-SD05-06
65-SD05-06
65-SD04-06
65-SD04-06
Detection
Frequency
1/2
2/2
1/2
2/2
4/4
1/4
4/4
2/4
2/4
3/4
4/4
1/4
2/4
2/4
1/4
4/4
Number of
Detections Above
Comparison
Criteria I
0
0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Number of Detections
Above Comparison
Criteria II
NA
0
NA
NA
NA
NA
NA
NA
NA
NA
NA
1
2
2
1
3
Notes:
Concentrations are presented in ng/Kg for organics in soil and sediment and in ng/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg
NA - Not applicable
ND - Not detected
PAH - Polynuclear aromatic hydrocarbon
w  EPA Water Quality Criteria, 1991, Human Health Published Criteria (water and organism consumption).
{!>  EPA Water Quality Criteria, 1991, Human Health Recalculated Values using IRIS, as of 9/90 (water and organism consumption).
w There are no established criteria for sediment, therefore Criteria I is NA. Criteria II is the average upstream background sediment concetration from the White Oak River Basin Study.
(ppm).

-------
                                                                         TABLE 1 (Continued)
                                                               SUMMARY OF SITE CONTAMINATION
                                                                  SITE 65 - ENGINEER AREA DUMP
                                                                  RECORD OF DECISION, CTO-0130
                                                             MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Fish Tissue(9)
Fraction
Volatiles
Pesticides
Metals
Detected
Organics/Inorganics
Acetone
4,4'-DDD
Aluminum
Barium
Copper
Manganese
Mercury
Selenium
Thallium
Zinc
Comparison Criteria
Criteria I
14000
13
140
9.5
5.4
2.7
0.041
0.68
9.5 X10'3
41
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Site Contamination
Min.
Cone.
5600J
5.7J
0.99
0.21J
0.46
0.092J
0.051J
0.14
0.11
5.8J
Max.
Cone.
7900J
5.7J
0.99
0.21
0.49
0.45J
0.3J
0.22
0.11
8.4J
Location(s) of Maximum
Concentration
65-FS05-LB01F
65-FS04-BG01F
65-FS05-LB01F
65-FS04-BG01F
65-FS04-BG01F
65-FS04-BG01F
65-FS05-LB01F
65-FS04-BG01F
65-FS05-RS01F
65-FS05-BG01F
Detection
Frequency
2/4
1/4
1/4
1/4
2/4
4/4
4/4
4/4
3/4
4/4
Number of
Detections Above
Comparison
Criteria I
0
0
0
0
0
0
4
0
3
0
Number of Detections
Above Comparison
Criteria II
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Notes:
Concentrations are presented in |ig/Kg (ppb) for organics in fish tissue and in mg/Kg for metals in fish tissue (ppm).
NA - Not applicable
(y> Organics and Metals in fish tissue (fillet samples) are compared to EPA Region III RBCs for human ingestion of fish (Criteria I).
   There is no Criteria II.

-------
                     TABLE 2
SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
       MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Surface Soilu)
Surface Soil
Fraction
Volatiles
Semivolatiles
Pesticides/PCBs
Herbicides
Total Metals
Detected
Organics/Inorganics

1, 1,2-Trichloro- 1,2,2-trifluoroethane
1,2,4-Trichlorobenzene
Toluene
Xylenes (Total)

Caprolactam
Phenol
bis(2-Ethylhexyl)phthalate

4,4'-DDD
4,4'-DDE
4,4'-DDT
Alpha-BHC
Beta-BHC
Delta-BHC
Endosulfan I
Endosulfan II
p,p'-Methoxychlor

2,4 5-TP (Silvex)
2,4,5-T
2,4-D
2,4-DB
4-Nitrophenol
Dalapon
Dicamba
Dichloroprop
Dinoseb
Pentachlorophenol

Aluminum
Barium
Beryllium
Calcium
Chromium
Comparison Criteria Site Contamination
Criteria I

2.35E+08
7.82E+04
1.56E+06
1.56E+07

3.91E+06
4.69E+06
4.56E+04

2.66E+03
1.88E+03
1.88E+03
1.01E+02
3.55E+02
NE
4.69E+04
4.69E+04
3.91E+04

7.82E+04
7.82E+04
7.82E+04
6.26E+04
6.26E+04
2.35E+05
2.35E+05
NE
7.82E+03
5.32E+03

7821
548
15643
NE
235
Criteria II

5.60E+06
6.50E+04
5.20E+05
2.10E+05

3.10E+06
3.70E+06
3.50E+04

2.40E+03
1.70E+03
1.70E+03
9.00E+01
3.20E+02
3.20E+02
3.70E+04
3.70E+04
3.10E+04

6.10E+04
6.10E+04
6.90E+04
4.90E+04
4.90E+04
1.80E+05
NA
NA
6.10E+03
3.00E+03

7600
540
15
NA
210
Criteria III

NA
NA
NA
NA

NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

5940
17.36
NA
1397
6.693
Min. Cone.

3 J
0.6 J
0.7 J
0.6 J

220 J
580
120 J

4.8 J
1.3 J
3.4 J
1.3 J
3.4 J
1.3 J
0.56 J
2.1 J
23 J

1.2 J
1.2 J
14
34 J
2.2 J
11 J
2.1 J
22 J
2.5 J
0.62 J

1490
5.3
3.2
296
2.2
Max. Cone.

3 J
0.6 J
0.7 J
0.6 J

220 J
580
330 J

4.8 J
1.3 J
3.4 J
1.3 J
3.4 J
1.3 J
0.56 J
2.1 J
23 J

3.4 J
3.4 J
14
41 J
10 J
14 J
2.1 J
48 J
5.1 J
0.62 J

9140
416
3.2
10400
10.1
Location(s) of
Maximum
Concentration

65-IS01-00
65-IS01-00
65-IS01-00
65-IS01-00

65-IS03-00
65-IS01-00
65-IS03-00

65-IS01-00
65-IS01-00
65-IS01-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS01-00
65-IS01-00

65-IS01-00
65-IS01-00
65-IS01-00
65-IS01-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS01-00

65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
Detection
Frequency

1/2
1/2
1/2
1/2

1/2
1/2
2/2

1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2
1/2

2/2
2/2
1/2
2/2
2/2
2/2
1/2
2/2
2/2
1/2

2/2
2/2
1/2
2/2
2/2
Number of
Detections
Above
Comparison
Criteria I

0
0
0
0

0
0
0

0
0
0
0
0
NA
0
0
0

0
0
0
0
0
0
0
NA
0
0

1
0
0
NA
0
Number of
Detections
Above
Comparison
Criteria II

0
0
0
0

0
0
0

0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
NA
NA
0
0

1
0
0
NA
0
Number of
Detections Above
Comparison
Criteria III

NA
NA
NA
NA

NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

1
1
NE
1
1

-------
                     TABLE 2
SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
       MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Surface Soil
Subsurface
Soil(1)
Fraction
Total Metals
(continued)
Volatiles
Semivolatiles
Pesticides
Detected
Organics/Inorganics
Cobalt
Copper
Iron
Magnesium
Manganese
Mercury
Nickel
Potassium
Selenium
Sodium
Vanadium
Zinc

1, 1,2-Trichloro- 1,2,2-trifluoroethane
1,2,4-Trichlorobenzene
Chlorobenzene
Toluene
Xylenes (Total)

Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Caprolactam
Carbazole
Chrysene
Fluoranthene
Pyrene
bis(2-Ethylhexyl)phthalate

4,4'-DDD
4,4'-DDE
4,4'-DDT
Aldrin
Alpha chlordane
Comparison Criteria Site Contamination
Criteria I
156
313
2346
NE
1095
NE
156
NE
39
NE
55
2346

2.35E+08
7.82E+04
1.56E+05
1.56E+06
1.56E+07

2.35E+06
8.75E+02
8.75E+01
8.75E+02
8.75E+03
3.91E+06
3.19E+04
8.75E+04
3.13E+05
2.35E+05
4.56E+04

2.66E+03
1.88E+03
1.88E+03
3.76E+01
1.8E+00
Criteria II
470
290
2300
NA
180
2.3
160
NA
39
NA
55
2300

5.60E+06
6.50E+04
1.50E+04
5.20E+05
2.10E+05

2.20E+06
6.20E+02
6.20E+01
6.20E+02
6.20E+03
3.10E+06
2.40E+04
6.20E+04
2.30E+05
2.30E+05
3.50E+04

2.40E+03
1.70E+03
1.70E+03
2.90E+01
1.60E+03
Criteria III
2.348
7.2
3755
205.8
18.497
0.078
3.43
200
NA
59.3
11.63
13.88

NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
Min. Cone.
5.9
0.94
994
62.4 J
10.2
0.26
0.65
1460
2.2 J
138 J
2.1 J
13.8

3 J
0.7 J
0.6 J
1 J
1 J

25 J
82 J
45 J
110 J
54 J
53 J
18 J
100 J
33 J
22 J
170 J

0.4 J
0.23 J
0.49 J
0.086 J
0.12 J
Max. Cone.
5.9
43.1
9150
951 J
66.8
0.26
43.6
1460
2.2 J
138 J
176
13.8

4 J
0.7 J
0.6 J
2 J
1 J

25 J
82 J
45 J
110 J
54 J
79 J
18 J
100 J
110 J
94 J
24000 D

0.64 J
1.3 J
3.2 J
0.086 J
0.44 J
Location(s) of
Maximum
Concentration
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00
65-IS03-00

65-IS02-01
65-IS02-01
65-IS01-03
65-IS01-03
65-IS01-03

65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01D
65-IS02-01

65-IS03-03
65-IS02-01
65-IS02-01
65-IS03-03
65-IS02-01
Detection
Frequency
1/2
2/2
2/2
2/2
2/2
1/2
2/2
1/2
1/1
1/2
2/2
1/2

2/4
1/4
1/4
2/4
1/4

1/4
1/4
1/4
1/4
1/4
2/4
1/4
1/4
2/4
2/4
4/4

2/4
3/4
4/4
1/4
3/4
Number of
Detections
Above
Comparison
Criteria I
0
0
1
NA
0
NA
0
NA
0
NA
1
0

0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
Number of
Detections
Above
Comparison
Criteria II
0
0
1
NA
0
0
0
NA
0
NA
1
0

0
0
0
0
0

0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
Number of
Detections Above
Comparison
Criteria III
0
1
1
1
1
1
1
1
NE
1
1
0

NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA

-------
                     TABLE 2
SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
       MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Subsurface
Soil
Subsurface
Soil
Fraction
Pesticides
(continued)
Herbicides
Total Metals
Detected
Organics/Inorganics
Alpha-BHC
Beta-BHC
Delta-BHC
Dieldrin
Endosulfan II
Endosulfan sulfate
Endrin
Endrin aldehyde
Endrin ketone
Comparison Criteria Site Contamination
Criteria I
1.01E+02
3.55E+02
NE
3.99E+01
4.69E+04
4.69E+02
2.35E+03
2.35E+01
2.35E+01
Gamma chlordane 1 .8E+00
Gamma-BHC (Lindane)
Heptachlor
Heptachlor epoxide
p,p'-Methoxychlor

2,4-D
2,4-DB
4-Nitrophenol
Dalapon
Dichloroprop
Dinoseb
Pentachlorophenol

Aluminum
Arsenic
Barium
Calcium
4.91E+02
1.42E+02
7.02E+01
3.91E+04

7.82E+04
6.26E+04
6.26E+04
2.35E+05
NE
7.82E+03
5.32E+03

7821
0.0426
548
NE
Chromium 235
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Sodium
313
2346
400
NE
1095
156
NE
Criteria II
9.00E+01
3.20E+02
3.20E+02
3.00E+01
3.70E+04
3.70E+04
1.80E+03
1.80E+03
1.80E+03
1.60E+03
4.40E+02
1.10E+02
5.30E+01
3.10E+04

6.90E+04
4.90E+04
4.90E+04
1.80E+05
NA
6.10E+03
3.00E+03

7600
0.390
540
NA
210
290
2300
400
NA
180
160
NA
Criteria III
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA

7375
1.97
14.20
392
12.56
2.416
7252
8.327
261
7.919
3.714
52.7
Min. Cone.
0.4 J
0.19 J
0.12 J
0.51 J
0.065 J
0.18 J
0.086 J
0.066 J
0.42 J
1.6 J
0.055 J
0.038 J
0.047 J
1.3 J

5.4 J
21 J
2.1 J
4.7 J
19 J
2.6 J
0.24 J

1350
0.32 J
6.3
125
2.2
0.83
786
2.3
49.8 J
13.7
0.81
27 J
Max. Cone.
0.42 J
0.54 J
0.12 J
0.51 J
0.79 J
0.18 J
0.21 J
0.066 J
0.42 J
1.8 J
0.055 J
0.2 J
0.047 J
33 J

11 J
31
5.3 J
33 J
23 J
2.7 J
0.29 J

2690
0.66 J
7.7
945
2.8
1.5
1530
2.3
108 J
18.2
0.95
320
Location(s) of
Maximum
Concentration
65-IS03-03
65-IS01-03
65-IS01-03, 65-
IS03-03
65-IS03-03
65-IS02-01D
65-IS03-03
65-IS01-03
65-IS03-03
65-IS03-03
65-IS02-01
65-IS03-03
65-IS01-03
65-IS03-03
65-IS01-03

65-IS02-01D
65-IS01-03
65-IS02-01
65-IS02-01
65-IS02-01D
65-IS02-01D
65-IS02-01D

65-IS02-01D
65-IS02-01D
65-IS02-01
65-IS02-01D
65-IS01-03
65-IS01-03
65-IS01-03
65-IS01-03
65-IS02-01D
65-IS01-03
IS03-03
65-IS02-01D
Detection
Frequency
2/4
2/4
2/4
1/4
3/4
1/4
2/4
1/4
1/4
2/4
1/4
2/4
1/4
3/4

2/4
3/4
3/4
4/4
3/4
3/4
2/4

4/4
4/4
4/4
4/4
4/4
4/4
4/4
1/4
4/4
3/4
4/4
2/4
Number of
Detections
Above
Comparison
Criteria I
0
0
NA
0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
NA
0
0

0
4
0
NA
0
0
0
0
NA
0
0
NA
Number of
Detections
Above
Comparison
Criteria II
0
0
0
0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
NA
0
0

0
2
0
NA
0
0
0
0
NA

0
NA
Number of
Detections Above
Comparison
Criteria III
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA

0
0
0
2
0
0
0
0
0
0
0
1

-------
                     TABLE 2
SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
       MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Subsurface
Soil
Groundwater
Fraction
Total Metals
(continued)
Volatiles
Total Metals
Dissolved Metals
Detected
Organics/Inorganics

Vanadium

1, 1,2-Trichloro- 1,2,2-trifluoroethane
Acetone
Carbon disulfide
Ethylbenzene
Methylene chloride

Aluminum
Barium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Selenium
Sodium
Vanadium
Zinc

Aluminum
Antimony
Barium
Calcium
Chromium
Iron
Lead
Magnesium
Manganese
Comparison Criteria Site Contamination
Criteria I

55

NE
NE
NE
700
NE

NE
2000
NE
100
NE
NE
NE
NE
NE
NE
2
100.0
NE
50
NE
NE
NE

NE
6
2000
NE
100
NE
NE
NE
NE
Criteria II

55

210000
700
NE
29
5

NE
2000
NE
50
NE
1000
300
15
NE
50
1
100.0
NE
50
NE
NE
2100

NE
NE
2000
NE
50
300
15
NE
50
Criteria III

13.45

NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
Min. Cone.

1.8 J

0.2 J
4 J
0.2 J
0.2 J
0.7

3530
33.2
13900
4.4 J
0.47 J
2.6 J
5270
2.1 J
1490
85.8
0.11 J
5.8
1100
2.5 J
8800 J
5.7 J
2.7 J

3530
1.8 J
33.2
13900
4.4 J
5270
2.1 J
1490
85.8
Max. Cone.

3.5

0.2 J
4 J
0.2 J
0.2 J
0.7

22200
75
29100
27.9
4.7 J
8.6
13200
14.5
2690
166
0.11 J
14.3
1660
2.5 J
13300 J
18 J
15.2 J

22200
1.8 J
75
29100
27.9
13200
14.5
2690
166
Location(s) of
Maximum
Concentration

65-IS02-01D

65-IS03-GW01
65-IS02-GW01
65-IS02-GW01D
IS02-GW01D
65-IS01-GW01

65-IS01-GW01
65-IS01-GW01
65-IS03-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS03-GW01
65-IS01-GW01
65-IS01-GW01

65-IS01-GW01
65-IS02-GW01D
65-IS01-GW01
65-IS03-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
65-IS01-GW01
Detection
Frequency

4/4

1/3
1/2
1/4
2/4
1/4

4/4
4/4
4/4
4/4
4/4
3/4
4/4
4/4
4/4
4/4
1/4
3/4
4/4
1/4
4/4
4/4
3/4

4/4
1/4
4/4
4/4
4/4
4/4
4/4
4/4
4/4
Number of
Detections
Above
Comparison
Criteria I

0

NA
NA
NA
0
NA

NA
0
NA
0
NA
NA
NA
NA
NA
NA
0
0
NA
0
NA
NA
NA

NA
0
0
NA
0
NA
NA
NA
NA
Number of
Detections
Above
Comparison
Criteria II

0

0
0
NA
0
0

NA
0
NA
0
NA
0
4
0
NA
4
0
0
NA
0
NA
NA
0

NA
NA
0
NA
0
4
0
NA
4
Number of
Detections Above
Comparison
Criteria III

0

NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA

-------
                     TABLE 2
SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
       MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Groundwater
Surface
Water®
Sediment^
Fraction
Dissolved Metals
(continued)
Volatiles
Total Metals
Volatiles
Semivolatiles
Detected
Organics/Inorganics
Potassium
Sodium

Acetone

Aluminum
Antimony
Arsenic
Barium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Nickel
Potassium
Sodium
Thallium
Vanadium
Zinc

1, 1,2-Trichloro- 1,2,2-trifluoroethane
1,4-Dichlorobenzene
2-Butanone
Acetone
Methylene chloride
Toluene

4,6-Dinitro-2-methylphenol
4-Methylphenol
Benzaldehyde
bis(2-Ethylhexyl)phthalate

Comparison Criteria Site Contamination
Criteria I
NE
NE

NE

NE
14
0.018
NE
NE
170
NE
1300
300
50
NE
50
610
NE
NE
2
NE
9100

NE
NE
NE
NE
NE
NE

NE
NE
NE
1.82E+02

Criteria II
NE
NE

NE

NE
NE
50*
NE
NE
50*
NE
7*(AL)
1000* (AL)
25 *
NE
NE
88
NE
NE
NE
NE
50 * (AL)

NA
NA
NA
NA
NA
NA

NA
NA
NA
NA

Criteria III
NA
NA

NA

333
NA
NA
26
17567
NA
NA
NA
576
NA
1745
NA
NA
NA
9830
NA
NA
NA

NA
NA
NA
NA
NA
NA

NA
NA
NA
NA

Min. Cone.
1100
8800 J

21 J

421
2.6 J
2.8 J
32.5
25400
1.6 J
0.93 J
1.6 J
10100
2.3 J
2380
196
5.5
1030
12400 J
6.4 J
2.2 J
95.3

5 J
0.9 J
4 J
16 J
2 J
4 J

1100
140 J
110 J
98 J

Max. Cone.
1660
13300 J

21 J

9250
2.6 J
2.8 J
164
30100
12.6
0.93 J
40.6
54800
68.9
3020
332
5.5
1890
12900 J
6.4 J
19.8 J
95.3

5 J
0.9 J
4 J
16 J
2 J
21

1100
140 J
110 J
160 J

Location(s) of
Maximum
Concentration
65-IS01-GW01
65-IS03-GW01

65-SW01

65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW01
65-SW02D
65-SW01
65-SW01
65-SW01

65-SD01
65-SD01
65-SD02
65-SD02
65-SD02
65-SD02

65-SD02
65-SD02
65-SD01
65-SD01

Detection
Frequency
4/4
4/4

1/1

3/3
1/3
1/3
3/3
3/3
3/3
1/3
2/3
3/3
3/3
3/3
3/3
1/3
3/3
3/3
1/3
2/3
1/3

1/3
1/3
1/3
1/2
1/3
3/3

1/3
1/3
1/3
3/3

Number of
Detections
Above
Comparison
Criteria I
NA
NA

NA

NA
0
1
NA
NA
0
NA
0
3
1
NA
3
0
NA
NA
1
NA
0

NA
NA
NA
NA
NA
NA

NA
NA
NA
0

Number of
Detections
Above
Comparison
Criteria II
NA
NA

NA

NA
NA
0
NA
NA
0
NA
1
3
1
NA
NA
0
NA
NA
NA
NA
1

NA
NA
NA
NA
NA
NA

NA
NA
NA
NA

Number of
Detections Above
Comparison
Criteria III
NA
NA

NA

3
NA
NA
3
3
NA
NA
NA
3
NA
3
NA
NA
NA
3
NA
NA
NA

NA
NA
NA
NA
NA
NA

NA
NA
NA
NA


-------
                     TABLE 2
SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
       MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Sediment
Fraction
Pesticides/PCBs
Herbicides
Total Metals
Detected
Organics/Inorganics

4,4'-DDD
4,4'-DDE
4,4'-DDT
Aldrin
Alpha chlordane
Alpha-BHC
Beta-BHC
Dieldrin
Endosulfan I
Endosulfan sulfate
Endrin
Endrin aldehyde
Endrin ketone
Gamma chlordane
Gamma-BHC (Lindane)
Heptachlor
Heptachlor epoxide
p,p'-Methoxychlor

2,4 5-TP (Silvex)
2,4,5-T
2,4-D
2,4-DB
4-Nitrophenol
Dalapon
Dicamba
Dichloroprop
Dinoseb
Pentachlorophenol

Aluminum
Antimony
Arsenic
Barium
Calcium
Comparison Criteria Site Contamination
Criteria I

1.22E+00
2.00E+00
l.OOE+00
NE
5.00E-01
NE
NE
2.00E-02
NE
NE
2.00E-02
2.00E-02
2.00E-02
5.00E-01
3.20E-01
NE
NE
NE

NE
NE
NE
NE
NE
NE
NE
NE
NE
NE

NE
2.00E+00
NE
7.24E+00
NE
Criteria II

2
2
2
1
1
NA
3
2
NA
NA
NA
2
NA
1
NA
1
NA
10

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

1166
NA
0.37
6
1967
Criteria III

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
Min. Cone.

28
24
5.6 J
0.2 J
0.45 J
0.2 J
0.29 J
0.13 J
0.076 J
0.31 J
0.16 J
2.1 J
4.9 J
0.23 J
0.04 J
0.03 J
0.063 J
52 J

0.78 J
0.78 J
6.5 J
39 J
8.4
10 J
1.7 J
35 J
4.3 J
0.85 J

7510
1.6 J
1.7
24.1
790
Max. Cone.

64
30
8 J
0.2 J
0.52 J
0.2 J
0.29 J
1.3 J
0.076 J
20 J
0.66 J
4.1 J
16 J
0.94 J
0.04 J
0.59 J
2.3 J
110 J

1.2 J
1.2 J
16 J
68 J
19 J
11 J
6.1 J
43 J
5 J
1.6 J

13800
1.6 J
2
48.2
2170
Location(s) of
Maximum
Concentration

65-SD01D
65-SD01
65-SD02
65-SD02
65-SD02
65-SD02
65-SD02
65-SD01D
65-SD02
65-SD01D
65-SD01D
65-SD01D
65-SD02
65-SD01D
65-SD02
65-SD01
65-SD01D
65-SD01D

65-SD02
65-SD02
65-SD01D
65-SD02
65-SD01D
SD02
65-SD01D
65-SD01D
65-SD01
65-SD02

65-SD02
65-SD01
65-SD01
65-SD02
65-SD02
Detection
Frequency

3/3
3/3
3/3
1/3
2/3
1/3
1/3
2/3
1/3
3/3
2/3
2/3
3/3
2/3
1/3
2/3
3/3
3/3

3/3
3/3
3/3
3/3
3/3
3/3
3/3
3/3
3/3
3/3

3/3
1/3
3/3
3/3
3/3
Number of
Detections
Above
Comparison
Criteria I

3
3
3
NA
1
NA
NA
2
NA
NA
2
2
3
1
0
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
0
NA
3
NA
Number of
Detections
Above
Comparison
Criteria II

3
3
3
0
0
NA
0
0
NA
NA
NA
2
NA
0
NA
0
NA
3

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

3
NA
3
3
1
Number of
Detections Above
Comparison
Criteria III

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA
NA
NA
NA
NA
NA

NA
NA
NA
NA
NA

-------
                                                                                                  TABLE 2
                                                                    SUMMARY OF SITE CONTAMINATION - POST RI SAMPLING
                                                                                    SITE 65 - ENGINEER AREA DUMP
                                                                                    RECORD OF DECISION, CTO-0130
                                                                              MCB, CAMP LEJEUNE, NORTH CAROLINA
Media
Sediment
Fraction
Total Metals
(continued)
Detected
Organics/Inorganics
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Selenium
Sodium
Vanadium
Zinc
Comparison Criteria Site Contamination
Criteria I
5.23E+01
NE
1.87E+01
NE
3.02E+01
NE
NE
1.30E-01
1.59E+01
NE
NE
NE
NE
1.24E+02
Criteria II
1.86
NA
0.75
434
0.79
45
3.63
0.14
NA
NA
0.19
NA
1.52
5.11
Criteria III
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Min. Cone.
9.3
0.61 J
20.5
3370
36.6
217 J
18.6
0.069
2.8
234
0.42 J
1370
10
43.8
Max. Cone.
17.7
1.4
43
6990
75.5
487 J
46
0.11
5.7
498
0.42 J
1370
16.9
97.6
Location(s) of
Maximum
Concentration
65-SD02
65-SD02
65-SD02
65-SD02
65-SD02
65-SD02
65-SD02
65-SD01D
65-SD02
65-SD02
65-SD01D
65-SD01
65-SD02
65-SD02
Detection
Frequency
3/3
3/3
3/3
3/3
3/3
3/3
2/3
3/3
3/3
3/3
1/1
1/3
3/3
3/3
Number of
Detections
Above
Comparison
Criteria I
0
NA
3
NA
3
NA
NA
0
0
NA
NA
NA
NA
0
Number of
Detections
Above
Comparison
Criteria II
3
NA
3
3
3
3
2
0
NA
NA
1
NA
3
3
Number of
Detections Above
Comparison
Criteria III
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Notes:
Concentrations are presented in ug/Kg for organics in soil and sediment and in ug/L for all water contaminants (ppb); metal concentrations for soil and sediment are presented in mg/Kg (ppm).
NA - Not applicable
NE - Not established
(l> Organics and Metals in both surface and subsurface soils are compared to EPA Region III Risk Based Concentrations (RBCs) for a residential area (Criteria I) (EPA updated 5/8/2001),
    EPA Region IX Preliminary Remediation Goals (PRGs) for a residential area (Criteria II) (EPA 11/01/00), and two times base background concentrations for MCB, Camp Lejeune (Criteria III)
    (Metals only). For lead, the residential action level in soil is used (USEPA 1994).
(2) Comparison Criteria for groundwater are Federal Maximum Contaminant Levels (MCL) (Criteria I) and North Carolina Water Quality Standards (NCWQS) (Criteria II).
(1> Positive contaminant detections in surface water are compared to EPA Tier II freshwater screening values for human health (water and organism consumption)  (Criteria I), North Carolina Water Quality
   Standards (NCWQS) for fresh surface water (Criteria II), and the average upstream background surface water concentrations from the White Oak River Basin Study (Criteria III). NCWQS were human health values.
   If human health values were not available, values for aquatic life were used (NCDENR, 1988).
               *   Human health value not available, value is for aquatic life
               (AL)  Value represents action level
(4) There are no established human health criteria for sediment.  Comparison Criteria are EPA Region IV Ecological Screening Levels for freshwater (EPA 2000) (Criteria I), and the average
   upstream background sediment concentration from the White Oak River Basin Study (Criteria II).

-------
                                     TABLE 3
                  SUMMARY OF COPCs IN EACH MEDIA OF CONCERN
                           SITE 65 - ENGINEER AREA DUMP
                           RECORD OF DECISION, CTO-0130
                       MCB, CAMP LEJEUNE, NORTH CAROLINA
Contaminant
Surface
Soil
Subsurface
Soil
Groundwater
Surface
Water
Sediment
Fish Tissue
Volatiles
Methylene Chloride
Acetone
Carbon disulfide
Chloroform
1 ,2-Dichloroethane
2-Butanone
Carbon Tetrachloride
Trichloroethene
Tetrachloroethene
Toluene
Ethylbenzene
Xylenes (Total)
!
!





!

!
!
!













!
!


!

!

!

!












!
!
!

!
!








X










!


!




















!

!

!
!

!
!















!






















Semivolatiles
Naphthalene
2-Methyhiaphthalene
Acenaphthene
2,4-Dinitrophenol
Dibenzofuran
Fluorene
Phenanthrene
Anthracene
Carbazole
Di-n-butylphthalate
Fluoranthene
Pyrene
Benzo(a)anthracene
Chrysene
bis(2-Ethylhexyl)phthalate
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrene
Ideno(l ,2,3-cd)pyrene
Dibenzo(a,h)anthracene
Benzo(g,h,i)perylene


!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

















X

X

!
!
!

!
!
!
!
!
!
!
!
!
!
!
!
!
!
!

!












X




X



!








!




!














































































!










































































Notes:

 !  =   Detected in media; compared to relevant criteria and standards.
X  =   Selected as a COPC in the human health risk assessment.

-------
                                  TABLE 3 (Continued)
                    SUMMARY OF COPCs IN EACH MEDIA OF CONCERN
                            SITE 65 - ENGINEER AREA DUMP
                            RECORD OF DECISION, CTO-0130
                        MCB, CAMP LEJEUNE, NORTH CAROLINA
Contaminant
Surface
Soil
Subsurface
Soil
Groundwater
Surface
Water
Sediment
Fish Tissue
Pesticide/PCBs
beta-BHC
Heptachlor Epoxide
Endosulfan I
4,4'-DDE
Endosulfan II
4,4'-DDD
4,4'-DDT
Endrin Aldehyde
Alpha Chlordane
Gamma Chlordane
Aroclor-1260

!

!
!
!
!



!













!
!

!
!
!
!
!
























































!


!

!





















!
















Inorganics
Aluminum
Antimony
Arsenic
Barium
Beryllium
Cadmium
Calcium
Chromium
Cobalt
Copper
Iron
Lead
Magnesium
Manganese
Mercury
Nickel
Potassium
Selenium
Silver
Sodium
Thallium
Vanadium
Zinc
!


!


!
!

!
!
!
!
!

!
!


!
!
!
!










X


X






X


!
!
!
!

!
!
!
!
!
!
!
!
!

!
!
!
!
!
!
!
!
X
X
X






X
X
X

X

X




X


!


!


!
!
!

!
!
!
!

!
!


!


!










X


X









!


!


!
!

!
!
!
!
!


!


!

!
!
X


X



X

X

X

X







X
X
!
!

!


!
!
!
!
!
!
!
!


!


!

!
!
X
X





X


X












!


!


!


!


!
!
!

!
!

!
!

!














X





X


Notes:

 !  =   Detected in media; compared to relevant criteria and standards.
X  =   Selected as a COPC in the human health risk assessment.

-------
                    TABLE 4
ECOLOGICAL CONTAMINANTS OF CONCERN IN EACH MEDIA
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
        MCB, CAMP LEJEUNE, NORTH CAROLINA
Contaminant
Volatiles
Acetone
2-Butanone
Ethylbenzene
Methylene chloride
Toluene
Trichloroethane
Xylenes (Total)
Semivolatiles
Acenaphthene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
Bis(2-ethylhexyl)phthalate
Carbazole
Chrysene
Dibenz(a,h)anthracene
Dibenzofuran
Di-n-butylphthalate
2,4-Dinitrophenol
Fluoranthene
Fluorene
Indeno(l,2,3-cd)pryene
Phenanthrene
Pyrene
Surface Water
Aquatic
Receptors


























Terrestrial
Receptors


























Sediment



















X






Surface
Soil


X


X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Fish
Fillet
X

























Whole
Body
X
X

X
X






















-------
                TABLE 4 (Continued)
ECOLOGICAL CONTAMINANTS OF CONCERN IN EACH MEDIA
           SITE 65 - ENGINEER AREA DUMP
           RECORD OF DECISION, CTO-0130
        MCB, CAMP LEJEUNE, NORTH CAROLINA
Contaminant
Pesticides/PCBs
Beta-BHC
4,4'-DDE
4,4'-DDD
4,4'-DDT
Endosulfan II
Heptachlor epoxide
Aroclor-1260
Inorganics
Aluminum
Antimony
Arsenic
Barium
Beryllium
Chromium
Cobalt
Copper
Iron
Lead
Manganese
Mercury
Nickel
Selenium
Thallium
Vanadium
Zinc
Surface Water
Aquatic
Receptors







X


X



X
X
X
X




X
X
Terrestrial
Receptors







X


X

X

X
X
X
X




X
X
Sediment
X
X
X




X
X




X
X

X





X
X
Surface
Soil

X
X
X
X
X
X



X

X


X
X
X

X

X
X
X
Fish
Fillet


X




X


X



X


X
X

X
X

X
Whole
Body

X
X




X
X
X
X
X


X
X
X
X
X

X
X

X

-------
                               TABLE 5

          GLOSSARY OF USEPA REMEDIAL ATERNATIVE
                       EVALUATION CRITERIA
              MCB CAMP LEJEUNE, NORTH CAROLINA
Overall Protection of Human Health and the Environment - addresses whether or not
an alternative provides adequate protection and describes how risks posed through each
pathway are eliminated, reduced, or controlled through treatment engineering or
institutional controls.

Compliance with ARARs/TBCs - addresses whether or not an alternative will meet the
applicable or relevant and appropriate requirements (ARARs), criteria to-be-considered
(TBCs), and other federal and state environmental statutes, and/or provide grounds for
invoking a waiver.

Long-Term Effectiveness and Permanence - refers to the magnitude of residual risk
and the ability of an alternative to maintain reliable protection of human health and the
environment over time once cleanup goals have been met.

Reduction of Toxicity, Mobility, or Volume Through Treatment - refers to the
anticipated performance of the treatment options that may be employed within an
alternative.

Short-Term Effectiveness - refers to the speed with which the alternative achieves
protection, as well as the  remedy's potential to create adverse impacts on human health
and the environment that  may occur during the construction and implementation period.

Implementability - refers to the technical and administrative feasibility of an alternative,
including the availability  of materials and services required to implement the chosen
solution.

Cost - includes capital and operation and maintenance costs. For comparative  purposes,
present worth values are provided.

-------
FIGURES

-------
J^D^^  &'   QZ


                        /•:•:•:• :•:•:•:•..<> ••:•:•:•:;        ::•:•:<
                        m mm        m
                                                                         MILITARY    i  RESERVATION
                                      ViY.Y.Y.y.Y.Y.Y.y^^^^

                                         ^iMiMiMMiM  FRENCH
                                    _^liPS|F
                                                j,
                                j:^'	
              CAMP LEJEUNE ^
              BOUNDARY

                                                                  l"\-v
                      .y.v.-jXv.v.-.                           .•:.::•:!>.•:.•.•::  ::::f      '-^
                      .'•:/•"  'v:::::::::::::::::::::::::::^^^
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                                                                                 ^"Xv-O^

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                                        >-'-:^  .':<•   'J  ^
                                          l inch =  1.5 MILES. :>:   Baker Environmental, mo.
2130SOOR    /•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.v.v.v.y
                                    FIGURE  1
                                 LOCATION  MAP
                            OPERABLE  UNIT  NO.  9
                             RECORD  OF DECISION
                                   CTO-0130
                       MARINE CORPS BASE,  CAMP LEJEUNE
                                 NORTH CAROLINA

-------
                                                                                                                                                                        2130501R
                   WOODED AREA
    I
    I  BURN-
    •  AREA

    I
SCATTERED-
 DEBRIS

    I

    I DEBRIS-
    |  PILES


      X
                                                      OPEN
                                             •— ^,     AREA
                                         ^
                                           \
                                             \
                                               \
                                                \
                                           ^
                                     ?//*
                                   ?//*
                                  ?//*
                                v/t
                               V/J
                             ?//*
                            ///*
                          #/*
x\—
)
s


\
^


\\
\
J. 1
N
I— SOIL
MOUND
^^SITE 65
j*^ BOUNDARY
^

\
\
\
\
\
\
BUILDING \
                                                                    HEAVY EQUIPMENT
                                                                    TRAINING AREA
                         ?//*
               HARDWOODS
               PINES &
                                    \
                                                           \
                ^
                 /jt
             ^
                    ^
                      /,
                        z&
BUILDING..^
,O
  "^
%
  ^
         ^
      ^
            ^
%
                                                             \
                                                                 \
                                                                   \
                              1^— -7?*r»^ir*^V'
                                                                          X
X
                                                                             .X
                                                    ^
                                                                              N
                                                   WOODED AREA
                                                        ^
        N
           OPEN
           AREA
                                                                                      \
                                                                                ^
                                                              \
                                                                                      ^C
                                                                                     \
                                                                                              OPEN
                                                                                              AREA
                                                                                                                      ^05
                                                                                                                        -SSS&-
                                                                                                                                  %p-
                                                                                                              ^VA>
                                                                                  \
                                                                                             \COURTHOUSEx
                                                                                             • BAY POND
                                                                                                         ^
                                                                                         ^<\>
                                                                                                                 ^~
                                                                                                                    WOODED AREA
                                        fii/
                                                                                                                   WOODED AREA
                                                                                                                    ^
                                                                                                         ' ~\


                                                                                                 POWERLINE J
                                                                                                   POND
                                                                                                                    >cs
il_
   rronfTYYTTYYYYTYTYYTY^
                                                                                                                                             rfa.c.
                                                                                                                                                  tfOOre
                                                                                                                                                        f72>
 OPEN AREA
 HEAVY EQUIPMENT
 STORAGE AREA
                                                                                                           WOODED AREA
                                                      SOURCE: BRENT A. LANIER,  SURVEYING AND PLANNING,  MAY  1995
                                                                                                                               200
                                                                                                                                                  100
                                                                                                                                                        200
                                                                                                                                       1 inch = 200 ft.
                                                                                                                                                           'aker
                                                                                                                                                              Mat Environmental, ha
                                                                                                                                               FIGURE  2
                                                                                                                                         SITE  LOCATION  MAP
                                                                                                                                 SITE  65  -  ENGINEER AREA  DUMP
                                                                                                                               RECORD OF  DECISION, CTO  - 0130
                                                                                                                                  MARINE CORPS BASE,  CAMP LEJEUNE
                                                                                                                                            NORTH CAROLINA

-------
                                                FIGURE 3
   Future
  Residents
   Current
  Military
 Personnel
(Trainees and
Recreational
   Users)
   Future
Construction
  Workers
   Future
  Residents
   Current
 Fishermen
   Current
 Fishermen
                                       CONCEPTUAL SITE MODEL
                           FOR CURRENT AND FUTURE HUMAN RECEPTORS
                                    SITE 65 - ENGINEER AREA DUMP
                               MCB, CAMP LEJEUNE, NORTH CAROLINA
   Inhalation
                     Air
                                  Paniculate
                                  Emissions
                                     Atmospheric
                                     Deposition
                     Ingestion
                   Dermal Contact
                              Erosion/Advective
               Soil
                                                                Ingestion
                                                              Dermal Contact
                                                Infiltration/
                                                Percolation
                                 Transport
                   Surface
                   Water
                                                                                    Future
                                                                                   Residents
             Current
             Military
            Personnel
          (Trainees and
           Recreational
             Users)
                                                 Future
                                              Construction
                                                Workers
                                                                 Groundwater
                                                                               Volatilization
                                                                            Shower
                                                                              Air
                                                                            Ingestion/
                                                       Dermal Contact
                                         Future
                                        Residents
                                                 Partitioning/Deposition
Ingestion
                Fish
Uptake/
                               Bioaccummulation
                Sediment
Ingestion/
                                                                    Dermal Contact
                                                               Future
                                                             Residents
  Future
Residents
                                                                                                          Current Adult
                                                                                                           Fishermen

-------
                                                             FIGURE 4

                             CONCEPTUAL EXPOSURE MODEL FOR ECOLOGICAL RECEPTORS
                                                SITE 65 - ENGINEER AREA DUMP
                                           MCB, CAMP LEJEUNE, NORTH CAROLINA
  None
                  Inhalation
Air
               Particulate
               Emissions
                                                  Volitalization
Soils
                                 Atmospheric
                                  Deposition
 Aquatic
Receptors
Terrestrial
Receptors
                    i Ingestion/
                      Dermal
                      Contact
                Erosion/
                Advective
                                                                                    Ingestion/
                                                                                  Dermal Contact
Terrestrial
Receptors
                                                                                Bioaccumulation
                              Infiltration/
                              Percolation
                                                              Terrestrial
                                                                Biotia
                                                                                                                   Ingestion
                                                             Terrestrial
                                                             Receptors
                                                    Transport
                               Surface Waters
                            Groundwater
                                          Partitioning/Deposition
                          Bioaccumulation
 Aquatic
Receptors
Terrestrial
Receptors
                     Ingestion
                               Aquatic Biotia
                                                   Bio-
                                               1 accumulation
                                                                                    Volatilization
                              Indoor Air
                                 None
                                                                               Ingestion/
                                                                             Dermal Contact
                                                              Sub-Surface
                                                                 Biota
                                                                None
                         Sediments
                                         Ingestion/
                                           Dermal ,
                                                                               Contact
                                                                Aquatic
                                                               Receptors
                                                              Terrestrial
                                                              Receptors

-------
                                                                                                                                                               2130503R
                   SITE 65
                   BOUNDARY
                                           65MW-03
                                         \^ (25.60)


                                                  I
                                                                      EAVY EQUIPMENT
                                                                     TRAINING AREA
                  65MW-01
                   21.57)
SCATTERED
 DEBRIS


    I DEBRIS
    | PILES
65MW-07
  22.84)
                                              5MW-06
                                              (24.37)/•'
                                                     COURTHOUSE^
                                                     BAY POND
                                                                                                                    POWERLINE
                                                                                                                      POND
                  65MW-0
                   17.99
                               65MW-OT
                               (17.12)  /
                                     y
                                                                                                                                                      Baker Environmental, t»
     OPEN AREA
     HEAVY EQUIPMENT
     STORAGE AREA
                                 XX
                               LEGEND

                 SHALLOW MONITORING WELL LOCATION

           (21.57) STATIC WATER ELEVATION

           - 7.0 GROUNDWATER CONTOUR

                 GROUNDWATER FLOW DIRECTION
            SOURCE:  BRENT A. LANIER, SURVEYING AND PLANNING, MAY 1995
              FIGURE  5
      GROUNDWATER  CONTOUR
         SURFICIAL  AQUIFER
         AUGUST  21,  1995
 SITE  65  -  ENGINEER AREA  DUMP
RECORD OF  DECISION,  CTO - 0130
  MARINE CORPS  BASE,  CAMP  LEJEUNE
            NORTH CAROLINA

-------
                                                                                                                                                          2130502R
                                                      SITE 65
                                                      BOUNDARY
                                                                HEAVY EQUIPMENT
                                                                TRAINING AREA
                                                                                       COURTHOUSE;
                                                                                       • BAY POND
    I BURN
    • AREA

    I
SCATTERED
 DEBRIS
    I
    I DEBRIS
    | PILES
                                                                                                WOODED AREA
                                                                                                                   200
                                                                                                                                     100
                                                                                                                                           200
                                                                                                                          1 inch = 200 ft
                                                                                                                                                        'aker
                                                                                                                                                 Baker Environmental, t»
OPEN AREA
HEAVY EQUIPMENT
STORAGE AREA
                                                                                   LEGEND
                                                                     DEEP MONITORING WELL LOCATION

                                                                (8.06) STATIC WATER ELEVATION

                                                               	7.0 GROUNDWATER CONTOUR

                                                                -^  GROUNDWATER FLOW DIRECTION

                                                               SOURCE: BRENT A. LANIER, SURVEYING AND PLANNING, MAY 1995
              FIGURE  6
   GROUNDWATER  CONTOUR  MAP
      CASTLE  HAYNE AQUIFER
         AUGUST 21,  1995
 SITE 65 - ENGINEER  AREA DUMP
RECORD  OF DECISION,  CTO -  0130
  MARINE CORPS BASE,  CAMP  LEJEUNE
           NORTH CAROLINA

-------
MILITARY RESERVATION
                                                          aker
                     1 inch =  1   MILE.
                                                        Baker Environmental, ha
                         LEGEND

  O  ~ SITE
 HR—771
  £  - ACTIVE SUPPLY WELL


 BB£*3 - DEACTIVATED SUPPLY WELL (1991)


SOURCE: GEOPHEX, 1993.
                                            FIGURE 7
                                  SUPPLY  WELL  LOCATION  MAP
                                SITE  65  -  ENGINEER AREA  DUMP
                                      RECORD  OF  DECISION
                                           CTO - 0130
                                 MARINE CORPS BASE, CAMP  LEJEUNE
                                          NORTH CAROLINA

-------
                   LEGEND
0 - SEDIMENT SAMPLE LOCATION

 - TEMPORARY MONITORING WELL LOCATION

'   - APPROXIMATE DRUM AREA
                                                                                     aker
                                                                                   	
             FIGURE 8
   POST-REMEDIAL  INVESTIGATION
      SAMPLE LOCATION MAP
 SITE 65  - ENGINEER AREA DUMP
RECORD OF DECISION, CTO  - 0130
 ^MARINES CORPS BASE,  CAMP  LEJEUNE
           NORTH CAROLINA

-------
                                 APPENDIX A
STATE OF NORTH CAROLINA CONCURRENCE LETTER

-------
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AMD NATURAL RESOURCES
DIVISION OF WASTE MANAGEMENT

MICHAEL F, EASLEV, GoVKBNCUI          September 4. 2001
WILLIAM G. Ross, Jit, SECRETARY
DEXTER R. MATTHEWS, INTERIM DIRECTOR

Commander, Atlantic Division
Naval Facilities Engineering Command
1510 Gilbert Street {Building N-26)
Norfolk, Virginia 23511-2699

Attention:      Mr,  Kirk Stevens
              Navy Technical Representative

Commanding General
Marine Corps Base
PSC Box 20004
Camp Lejeune, NC 28542-0004

Attention:      AC/S, EMD/IRD

RE;           State Conditional Concurrence on the
              Record of Decision (ROD)
              Operable Unit No. 09 (OU09), Site 63
              MCB Camp Lejeune, North Carolina

Dear Mr. Stevens:

       The North Carolina Superfund Section has reviewed the Final ROD for OU09, Site 65 and
concurs with the no action remedy subject to the following conditions:

       I.    Our concurrence on the ROD and of the selected remedy for the site is based solely on the
            information contained in the ROD. Should we receive additional information that significantly
            affects the conclusions or remedies contained in the ROD, we may modify or withdraw this
            concurrence with written notice to the Navy and MCB Camp Lejeune,

       2.    Our concurrence on the Interim ROD in no way binds the. State to concur in future decisions
            nor commits the State to participate, financially or otherwise,  in the cleanup of the Site. The
            State reserves the right to review, comment, and make independent assessments of all future
            work relating to this Site.

       We appreciate the opportunity to review this ROD and look forward to continuing to work with
MCB Camp Lejeune, the Navy, and EPA at Camp Lejeune,
                                           rover Nicholson. Head
                                          'edera! Facilities Branch
                                           uperfund Section

       Gena Townsend, US EPA Region IV
       Neal Paul, MCB Camp Lejeune
                1646 MAIL SERVICE CENTEM, RALEIGH, NORTH i
                        401 OBERUN ROAD, SUITE ISO, RALWGH, NC 27605
                            PHONE: 919-733-4996 \ FAX: 919-11&-360S
         Aw EQUAL OPPOBTumrv/AJTOuuTivE ACTION EMPLOYES -59% RECYCLED/IOH POST-CJONSCMEHP/WEII

-------
                APPENDIX B
PUBLIC MEETING TRANSCRIPT

-------
                     MARINE  CORPS  BASE  (MCB)
                   CAMP LEJEUNE, NORTH CAROLINA
                     PUBLIC MEETING REGARDING



                                THE



               PROPOSED REMEDIAL ACTION PLAN (PRAP)



             FOR OPERABLE UNITS (OUs)  NO. 9 (SITE 65]

                 AND NO. 17 (SITES 90,  91 AND 92)
                                                     July 18,  2001
                                Coastal  Carolina Community College
                                     Jacksonville,  North Carolina
Reported by:
                      Kathryn  F. Kilpatrick
                  Carolina Court Reporters, Inc.
                  105 Oakmont Professional Plaza
                 Greenville,  North Carolina 27858
                           252-355-4700
                           800-849-8448
                        Fax:   252-355-4707

-------
MCB CAMP LEJEUNE PUBLIC MEETING                             Page 2
                        TABLE OF  CONTENTS
Meeting convened   	  3

PRESENTATION ON OU 9, SITE  65 BY MR. RICH  BONELLI
INCLUDING QUESTIONS BY ATTENDEES   	  4
PRESENTATION ON OU 17, SITES  90,  91, AND  92  BY
MS. ELLEN BJERKLIE HANNA  INCLUDING  QUESTIONS BY ATTENDEES .  .   14

Adjournment of Meeting   	   29

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MCB CAMP LEJEUNE PUBLIC MEETING                            Page 3



          MR. RAINES:   I want  to  thank you all  for coming out.



Once again, we don't get a whole lot  of  public participation; kind



of, either the public doesn't have a good deal of trust  in the work



we're doing on base or they're just not interested, but  I want to



welcome you here tonight.   We're here to talk about the proposed



remedial action plan for four sites.   These  four sites  are grouped



under two  different  Operable Units.   One Operable  Unit is OU 9,



Site 65.   It  is  an old five-acre dump.   It is physically located



out at Courthouse Bay back in the woods.  This dump was  used mainly



for construction debris,  but  it also had  some liquids disposed



there and some batteries and things like that.   The other Operable



Unit is  17,  and it  includes  Sites  90,  91,  and  92.   These three



sites were old underground storage tanks that, upon removal, it was



discovered that there was some solvent ground water contamination.



We spent a couple of years investigating these sites and, as part



of the CERCLA process, once we have completed our investigation, we



are required to present our findings  and our proposed  plan to the



public for their comments.   We are proposing a no-further-action



record of decision for these sites, based on the fact that there is



very little contamination associated with these sites, and the fact



that there is no human health or environmental risk associated with



these sites.  Tonight, we have with us representatives  of the EPA,



the State  Department of  Environment and Natural Resources,  and



Baker   Environmental,   our   engineering   consultant,   on-base



contractor.  They will be giving a presentation tonight, explaining



what we have done,  what we have  found, what we are proposing.  If

-------
MCB CAMP LEJEUNE PUBLIC MEETING                            Page 4




you have any questions, go ahead and just stop them.   If you would,




state your name for the court reporter, and then at the end we will




go ahead and have a question-and-answer session so that we can make




sure that  we address all your  questions.   Rich Bonelli  is with




Baker,  and he will start this off.



          MR. BONELLI:  Before I begin, I want to introduce some of




the Baker  team who came down with  me this evening.  With  me is




Ellen Bjerklie Hanna,  who will be  presenting  on  OU 17; Karen Wood,




who  is  our  lead  human  health  risk  assessment specialist;  and




Heather Governor,  who is our lead ecological risk assessor.  Please




feel free to ask questions,  and  I  will be speaking this evening on




OU 9.  The purpose and objective of  our meeting  this evening is to




provide  the  community  with  the  overall  understanding  of  the




investigation, findings and  results, to inform the community of the




process used  for the selected remedy, and  lastly we want  to make




sure that  the  concerns  of  the  community  are  met  in terms  of




addressing the selective remedies we will be speaking to tonight.




As far as the topics that I want  to cover, I'll be talking a little




bit about the site description and history.   I'll then get into an




overview of the investigations and their  findings and a summary of




the  site  risks.   I'll then move  into the  scope and role  of the




proposed response  actions.   Lastly,  again,  questions and answers.




But feel free to ask questions  as I'm going along.




          Site 65, OU 9, is located in  the southern part  of Camp




Lejeune,  near Courthouse  Bay.    Originally,  Site  73  was  also




included within OU 9 but  was removed because of additional studies

-------
MCB CAMP LEJEUNE PUBLIC MEETING                            Page 5




that will be going on there, so right now, Site OU9 only includes




Site 65.








Site description:  As Rick said, the site is very heavily wooded.




Really, the only open space is  located just east of the site where




the Engineering School resides.  There are two small ponds located




just east of Site 65 we also looked at during our investigation.








Site History:   This site operated -- operations occurred there from




1952  to 1972,  of  which,   reportedly,  there were  two  separate




disposal areas,  one  related  to  battery acids,  the second  one




related  to  POL wastes  (or petroleum,  oil  and  lubricants) .   In




addition  to   those   areas,  through  investigations   of  aerial




photography, we also noted  a burn area on the site  as well as these




large debris mounds,  or piles,  which were predominantly there from




the operations  of  the  school.   They do  a  lot  of  training  with




bulldozers.  As I show you some of the pictures, you'll see some of




these  mounded areas.   Here's a  site  plan of   the  area.    The




investigation  boundary,  study  area,  was up in  this area  here.




You'll  notice the  debris  piles  here,  the  burn  area,   which  we



discovered through review of the aerial photography.  To the east,




the heavy equipment  training area, and further east we have the two




ponds which I spoke of earlier.  This is a panoramic shot we took




during  the  RI.   Again,  it's a very  heavily  wooded  site.   You'll




notice  in the  background these mounded  areas, again created from




the bulldozing operations from  the school. This picture identifies

-------
MCB CAMP LEJEUNE PUBLIC MEETING                            Page 6




some of the pails, corroded cans, we found as part of the debris.




None of  the  cans  that we  found,  none  of  the  discarded debris




contained any waste or liquids  in them.   They're very  old and




corroded.  This is  a  shot of  Courthouse  Bay Pond.   Again, notice




the very heavily wooded area.   The  color  of  the pond water is very




turbid, and that was created from water in the runoff.  There is a




lot of runoff through soils that ended up in the pond here.








Overview of  the Investigation and the Findings:   For the most part,




there have been three studies  conducted at the site, the first one




being  the  Site Inspection  by Baker back  in 1991,  the  Remedial




Investigation  conducted by  Baker  in  1995,  report coming out  in




1997,  and  post-RI sampling,  which was   conducted  just  recently,




April of this year.  The Site Inspection study (the SI)  -- and SI




is  one of the  very early  studies done  in the CERCLA  process.




Predominantly, the SI  is done to give us some initial understanding




of  the volume of  waste that  may  be there,  estimated areas  of




contamination, and things like that.  It was  a  very small-scaled




operation we  were studying,  but we looked at  some  of the  focused




areas.   The  investigation itself -- we looked at  soil, we looked at




ground  water,  installing some shallow  ground   water  monitoring




wells,  and we  collected surface water and  sediment samples from the




two ponds that I spoke of  earlier.








The Results of  the  SI and the Recommendations:   In  the  soil and




ground water,  surface water and sediment,  we  did find some low

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MCB CAMP LEJEUNE PUBLIC MEETING                            Page 7




levels  of  organic compounds,  as  well as  some  inorganics,  being




metals.  Probably  the  most  important,  I  guess,  detection,  if you




will,  from  the  study are some of the compounds we  found  in the




soil.  The recommendation of the SI  recommended  the site then move




into what's  called the  RI  process  (or  Remedial Investigation),




which is the next step in the  CERCLA process.  The RI,  again, was




conducted  back  in  1995.     The  Remedial   Investigation  was  a




continuation of the SI,  and was expanded to include  not just the




immediate area Site 65.  We  also included some areas to the east in




the Engineering School area.  Again, we also looked at the ponds.




The purpose of the RI  was to better  define the levels of compounds




that we detected,  but also to perform a human health and ecological




risk assessment based  on the data.   The  field  program  itself --




again,  we looked at a number of different media from the soil and




the ground water.   We installed some additional monitoring wells.




We sampled the surface water and sediment  from the ponds.  We also




did some exploratory test pits, in which we  had  a backhoe on site,




and we did some digging around to see if we could find any buried




materials or wastes.  And lastly, biological sampling  of the ponds,




which included both the fish and benthic organisms.  Here is a site




map  showing  the  locations  during  the  Remedial  Investigation.




Again,  most of our  sampling activities were focused  in  this area




here in the debris piles, in the  burn areas,  and we  expanded the




investigation to also  look at some areas to  the  east.   And lastly,




again,  we took some samples from the two ponds.

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MCB CAMP LEJEUNE PUBLIC MEETING                            Page 8




RI_Rj6sult.s:   I'm not going  to  go through each  and  every one of




these in great detail.  In general, we did find organic compounds




and inorganics in all the various media.  Predominantly, a lot of




the organic  compounds -- and when I say organic  compounds, I'm




referring to the volatiles and semivolatiles, PCBs and pesticides.




There were a number of these  compounds that were either laboratory




contaminants or associated with  plasticizers  which show up in some




of the sampling equipment.  Some of the PAHs,  which are a subset of




the semivolatiles, did show up in the area of the burn operation,




which we expect.   Anytime  you burn materials,  you  have a residue




that: is left behind.  You're  going to find some PAHs.  In terms of




the fish data, as you see here,  we did find some both, organic and




inorganic compounds and metals..  As far as the first number you see




that is kind of large, the problem was a compound called acetone,




which is associated with a laboratory contaminant.   By and large,




the inorganics  that we found to  be in the  metals  were probably




ubiquitous or naturally occurring  in the environment  if you find a




lot of metals,  such as iron .and  manganese that  are  very common,




both in the ground water as well as  the soil.  Lastly, in April of




this year,  we conducted some  post-RI  sampling.  Early -- I believe



it  was  January of  this year --  near Site  65,  they  found  some




containers not  --  you'll  see the  map next --  not  necessarily at




Site 65 but  in  the general area.   It was felt at  that  time that




sampling needed to be  conducted just to confirm or deny whether the




contaminants or anything had  leaked from these containers.  As far




as where that area was,  again,  here is the  main Site  6.5 area we

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looked at during the RI.  The area where we  found the containers is




down  in this  area here.    It  is  some distance  away  from  the




investigative area.








Post-RI  Investigation:    We looked  at the  soil,  ground  water,




surface  water,   and  sediment  in  the  immediate  area  of  those




containers.  We took some soils.   Ground water was collected from




some hydropunches to get an idea  of  the ground water.   And there




was a creek that ran very close to the containers  themselves,  and




we sampled surface water and sediment  as well.  The results showed




that the area around  those  areas  was  not impacted  from a leak or




disposal of those containers, which was  good.  So we didn't really




identify anything that could have come from those  containers.








Summary  of  the  Risks:   I may have  mentioned earlier  about  the




Remedial Investigation.   As part  of that process,  we will conduct




a human health risk assessment and ecological  risk assessment.  The




human health risk  assessment will look at current  situations as




well  as  future  situations  for   the  contaminants  of  potential




concern.  We also look at a number of potential receptors nearby,




and  those  receptors  could  be   military   personnel,   children,




construction workers.    The information from  the sampling  data




itself, we  take  that  information, combine  it  with  the different




scenarios, and we try to come  up with a risk, or  develop  a risk




assessment number through various calculations. I followed the EPA




guidelines.  Our risk  assessment  showed  that  the site was found to

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be  within  the  acceptable  range  of  the  USEPA  guidelines.    I




mentioned earlier about some of the inorganics found in the fish.




We did find a slight exceedance from the  mercury for young children




through the consumption of  fish.   It  is interesting to note that




the other  media on the  site -- we  looked at the  ground water,




surface water,  and so  forth -- did  not  have  mercury.    So,  we




concluded that  the  fish were brought in  from somewhere  else and




basically put in the pond as part  of  a  stocking,  I  guess,  if you




will,  of the ponds.  So, we believe  that the fish themselves did




not come from the site.  Thus,  we  would make the conclusion that




the inorganics  found in the fish did  not come  from  activities at




the site.   Ecologically,  we  also conducted  a risk assessment there




to look at the endpoints for both aquatic organisms  living in the




pond as well as  terrestrial organisms --  rabbits,  things like that,




that may live in  the  area.   The only thing we  found  there was a




potential risk  -- ecological from  the pond itself,  predominantly




from the suspended material  we noted in  the surface water.  If you




think of the picture I  showed you earlier,  it was very turbid.  In




the area at the  site at  the  pond, you've  seen a lot of runoff from




the area;  it was very turbid.  So,  we believe that the ecological




risk there  was  created  from the suspended material in the water




itself.  The conclusions that we reached  from the risk assessments




were that  there  were no releases of  the substances on the site that




generated  an  unacceptable  risk both to  human  health  and  the




environment; again,  a very sophisticated process of  going through




a  lot  of  numbers  and  a   lot  of  calculations  to reach  those

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conclusions.  The proposed action at  the site is no action at all,




which means that the site will be left as is,  current conditions.




Again, this recommendation,  these conclusions were reached through




a number of sampling rounds we conducted in the SI, in the RI, and




the post-RI, and through our evaluation of site risks.   This will




be concluded  through a no-action ROD,  which  will be  coming out




sometime in September, but that's going to be  our proposed remedy




for this site.  That concludes my presentation.   If there are any




questions that I can answer or our Baker team  here.




          MR.  SWARTZENBERG:   I  want to ask you about the fish.  You




said there was a slight risk for children if they ate the fish?




          MR.  BONELLI:  Yes.   That's based on a  - -  Heather, you




could probably speak to this better than I can,  or Karen, can you




maybe address that?  That is Karen Wood from Baker.




          MS.  WOOD:  Can you state your question again?




          MR.  SWARTZENBERG:   I  was concerned about  the fish.  First




of all, how can you  be  so  certain that  it  came  with  the  fish you




say were stocked there?  Did anybody check  with fish wildlife to




see if there were any stocking programs there?




          MS.  WOOD:   I  believe at the  time  we  did, and then this




data was also reviewed  by a  toxicologist  from  the State  of North



Carolina, so there  were  some indepth further studies that addressed




that issue at the  time.  And it  was  concluded  that the fish were




stocked, and  the  toxicologist felt  those  concentrations  really




would  not  pose a  human health  risk.   The equations  we  use to




calculate  risk  to humans  in  that particular  scenario  are  very

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conservative.    That's  assuming  a  child would  eat  a  meal  of




something -- I don't  remember the exact numbers --  but  it's several




grams of fish tissue on a daily basis.   We try to  look, at  the most




conservative exposure-assumptions.




          MR, RAINES:  Even fish from that pond?




          MS, WOOD:  Yes.



          MS. TOWNSENDt  I would like to add  --  I'm  Gena Townsend




with EPA.  When we saw that data in  '97, before we even conducted




the risk assessment,  we were a little concerned ourselves.  Wo sent




that data  to the state toxicologist in  the  Department  of Public




Health division,  and --  I'm not sure  what division ••••  and  let them




look at the  data.  We also did,  I  guess, a little mere detail in




the different  type of  fish, and the  tissue samples were versus a




whole  fish,  versus   the   edible  part  at  the  fish.    And  the




recommendation from the State  was that  it's okay.  So, we  did have




that concern before we even completed our investigations.   And that




all was addressed  back  in l 37  and  '98,  so we're pretty confident




that we're pretty clear on that,



          MR. SWARTZEHBERG: So, there  is no  mercury in the water,




is that what you're saying?



          MS, TOWNSEND :   Right.




          MR. SWARTZEHBERG:  It's just in  the fish.




          MS, TOWNSEND:   Right,  The mercury that we detected we




only detected it  in the fish.   We did not detect it at the site in




the soils or the water at  all.




          MR,                Okay,   So  if I  wanted to go fishing

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there, I  could go fishing  there  tomorrow,  right?   It's  not off




limits or anything.




          MR.  RAINES:   You'd  just have  to  check with  the game




warden on base, but I would imagine you probably could.




          MR. SWARTZENBERG:  Okay.




          MR. HUMPHRIES:  How  do  you  determine  where to get your




core or your soil and water samples?   Let  me paint you a scenario.




That's a  training area  also,  which  means  that over  the years,




engineers, contracts, they've  used it for training  and what have




you.  Anytime you're out  in the  field,  four  or  five, sometimes a




couple of weeks,  the  drivers and operators of these various pieces




of  equipment,  they  do  first-  and,   sometimes,  second-eschelon




maintenance.  From '52 to '72,  they had no rules.  You dumped oil




right where it fell.    You could top off with a tank or something,




you'd have spillage,  it goes right into the soil  then.  That's all




over the place.  My question is how do you determine where you get




your soil samples?




          MR. BONELLI:   One thing  we did,  Mr. Humphries, was to go




back and look through historical aerial photographs, dating back to



all those years.   One of  the issues, obviously, is when we get out



there it is  so heavily wooded, where  do you  go?   We were able to




find historical photographs  that showed us  areas that were cleared,




like the burn area that  I  spoke of earlier.   So, we tried to use




aerial photography to position our samples.   Obviously,  going to




the outside, we  sampled an  area  where we thought that  could be




impacted.   So  that sampling event,  we kind of  expanded outward

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using, again,  historical  photographs.   There may  have been some




interviews conducted with some people to find out operations, but




they weren't  just  put  on a map.  There  was  some thought process




behind them as far as where to go.




          MR. HUMPHRIES:  It's a lot of guesswork though.




          MR.  BON ELL I:   Well,  it's a very  large area,  and the




aerial photographs were extremely helpful  because  they did show,




again, some  areas  that were cleared that,  looked like they could




have been potential disposal  operations, and so that was sort of




the basis of where we sampled.




          MR, HUMPHRIES:  How big is the area,  do  you know?  How




many acres?



          ME, BONELLI:   I think  the  dump area itself  that  I showed




you is five  acres  in size.   And,  obviously,  that's just  the duatp




area.   We investigated a lot  larger area chan chat.  When it goes




out to the Engineering  School area and the  pond,  that's well above




and beyond the five acres.  Anybody else chat has some questions?




Thank you very much.   I just need  a minute  to  change the slides




over.   Ellen will be speaking about OU 17.




          MS. HANWA:  As Rich  said, my name  is Ellen Bjerklxe Hanna




with Baker,  and I'm presenting today on Operable Unit  No.  17, which




Includes three sites. Sites  90,  91 and 92.  It's  the same  format as




Rich went over.  We need to  present  this information  to the public




so  that  we  can  get feedback from you  on  what  our recommended




response is,  I'll  be giving you a brief history,  talking  about the




studies that  were  done and  a  summary of  the  site risks.   You can

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feel free to ask questions as I'm going along,  but also at the end.




This is Operable Unit 17 here.  It's close to where OU 9 was that




Rich spoke about.   These three  sites  are right off of Courthouse




Bay, and they were grouped  together because all three of them were




former UST sites  (underground storage tanks).   There were several




programs done at these  sites.   As  I  said, they were underground




storage tank sites.  There were three well site checks done at each




of these sites,  and this  is in the UST  program.   They installed




three monitoring wells and took samples of soil and ground water,




and based on the results of that,  they may or  may not have gone on




to what's called the Leaking Underground Storage Comprehensive Site




Assessment.  Then, depending on the results of that, you will see




later,  they ended up in the  Installation Restoration Program, where




we did a Remedial Investigation and then followed up with Post-RI




Investigations.    Site 90,  the first site,  had three 1,000 gallon




tanks.    There  also happened to  be at this site  an above-ground




storage    tank     (AST),    and     it's    basically   used    for




industrial/commercial land  use.   There was a dry cleaning facility




at this site.   And  here are  some  photographs.  This is after the




tank  removal.    Here's  one of  our  monitoring  wells  that  was




installed during the three  well  site check.  That's  looking at the




site from  a  different angle.   As you can  see,  it's open,  grassy




areas among  some buildings.   And here is a drawing of  the site.




The tank was located approximately between these  two buildings.




During the three well site  check, which was conducted in 1993, as




I  said,  three  monitoring  wells  were installed.   They  sampled

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subsurface  soil  and found  several contaminants  associated with



underground storage  tanks,  and BTEX, which  is  benzene,  toluene,



ethylbenzene,   and  xylene in  the ground water.   Based  on that,



because they found those  contaminants  in the subsurface soil and



ground water,   they put that site into  -- they did a study called



the Leaking Underground Storage  Tank  Site  Assessment,  and they



found two areas of ground water contamination,  the northern area



and the southern area,  which -- the northern area  was around up



here.   There was a small plume down here.   And we found several



contaminants in the  ground water,  relatively low levels.   In the



subsurface soil,  we also found BTEX petroleum which you might find



this at an  underground storage  tank site.   They also found total



chlorinated  hydrocarbons  and,   because  of  those  chlorinated



contaminants,  it was  put into the Installation Restoration Program,



and we did a   Focused Remedial  Investigation.    They sampled for



subsurface soil and ground water,  and we  took several samples.  We



detected these contaminants  in  the subsurface  soil  and several



contaminants in the  ground  water,  including PCE.   These are the



sampling  locations  for  the  RI.    We  installed  more wells,  in



addition to the wells that were already there  from that underground



storage tank study.  Those  were subsurface soils and the samples



and locations, and these  were the ground water sample locations.



They were basically  the same  locations, because as they installed



the monitoring levels,  they also took soil samples.  Based on the



analytical  results  that  came back  during  the post-RI, we  did a



qualitative  risk  assessment,   and  for  the  qualitative  risk

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assessment, we took those results and screened them against various




levels that were established by the EPA and North Carolina -- for




both the soils and the  groundwater,  including these listed here.




Risk Based  Concentrations  and the North Carolina  Soil Screening




Levels,  we  also looked -- compared the concentrations against QA/AC




blanks and naturally occurring levels.   At Site 90,  no COPCs were




identified  in  the  subsurface soil.  A COPC is a  contaminant of




potential concern.   If  one  of  the concentrations  exceeded any of




these screening levels,  it was listed as a contaminant of potential




concern.    Nothing was identified  from  the  subsurface  soil.




However, in the ground  water  there were a  few identified -- some




inorganics and PCE and chloroform.  The inorganics were at levels




that were considered naturally occurring.   Inorganics occur in the




site --  they  are  in the earth's  crust  everywhere,  and they were




within  these  levels of what  we  consider  common around  the Camp




Lejeune area.   So,  there was nothing out of  the ordinary, and there




was no  reason to  suspect why  there  would  be any kind of metals




contamination at this site.  Chloroform, we  believe, was related to




laboratory contamination or our decontamination procedures.  It's




a common contaminant that comes up. Therefore, only the PCE, which



is tetrachloroethene,  was considered  to be  site related.   Because




of the PCE  detection, which was in one monitoring well at the site,




we decided to do a supplemental ground water investigation, which




was conducted  in 1999 just  to  confirm  the  PCE concentration and,




also,   to make  sure  that   those  contaminants we  believed  were




laboratory  or  decontamination   related   were   such.     Several

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contaminants were found.  Most of them,  actually all of them, were



believed to be not site  related because we confirmed that  they were



laboratory  or decontamination  procedures.   We did not detect



tetrachloroethene,  but  we  detected TCE  (trichloroethene), and it



did exceed the risk based concentration.  That was  out of the same



well that PCE  was detected in before,  and that was the  only well



that it was detected in.



          MR. SWARTZENBERG:  Was  that the well that  was the closest



to the above-ground storage tank?



          MS. HANNA:  It was near a concrete pad, actually, which



was closer to the AST location.  The AST contained, at one point,



dry cleaning fluids,  and that had been  discontinued.  Rich, do you



know what year maybe that was discontinued?



          MR. BONELLI:  It's been a while.



          MS. HANNA:  Yeah, it was a long time ago.  It used to be



a dry cleaning operation,  but was stopped,  and then it became only



a distribution center.  Because  of that,  we did a Temporary Well



Delineation  Study  -- because  of the TCE.   There were  no wells



immediately near that particular well,   and we wanted to  determine



whether it was part of a larger problem, or if it was just in that



one little area.  So, three wells were  installed.  One upgradient



and two downgradient of that well.  No  TCE was detected  in any of



these wells, so we concluded that it was a small area, it was not



a larger problem.  The temporary wells were located  here,  here, and



here.   MW04 is right there.



          MR.  RAINES:   Where  was the  well  site with -- or the

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concrete pad with the AST?




          MS. HANNA:  The AST, I think, was located, around here.




          MR. RAINES:   Okay.




          MR. SWARTZENBERG:   So,  it was probably  related to the




storage tank that had dry cleaning fluid in it.




          MR. HUMPHRIES:   Question.  Did any of these contaminants




get in the aquifer?




          MS. HANNA:  These were all in the shallow aquifer.  All




these wells were --  there were a couple of intermediate wells, but




the only contaminant -- Oh, MW04,  where that contaminant was found,




is a shallow well,  which is -- I'd have to look up the depth, but




it was not in the drinking water aquifer.  The Castle Hayne is --




Rich, could you answer how deep the Castle Hayne aquifer is?




          MR. BONELLI:   In this  area of the  base,  it's probably




down around 60 to 70 feet down.




          MS. HANNA:  Yeah.   This well is less  than  30 feet for




sure,  and the  contamination  was not  within  the Castle  Hayne




aquifer.




          MR. HUMPHRIES:   My  second  question.   You  mentioned a




large plume and a small plume.  An acre,  half-acre, or what?




          MS. HANNA:  That was  in the original study.   I don't have




an acreage.  I don't know.




          MR. BONELLI:  That  was  done  during  the UST study years




ago.   They just identified them,  I  think,  as a north  and south




plume.   I  don't think they actually  got into the  acreage,  if I




remember right.

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          MS. HANNA:   They didn't  give acreage.   Conclusions for




this site --we are recommending no action because the PCE was no




longer detected,  and TCE  was  in a very  small area.   The other




contaminants that were identified as COPCs were not site related.




A ROD will be prepared based on this no action  that will be taking




into account public comments and CERCLA process will be concluded




for this site.   I guess this site may go back into the UST Program,




but I'm not sure.  Rick, could you comment on that?  Do you know if




these sites are going back into the UST Program?




          MR.  RAINES:    I see  we're  going  to  determine  that




tomorrow, but they will be all relevant and applicable




requirements -- regulations that the USTs are subject to.  So, we




meet all the requirements  that  the UST Program sets  out to meet,




too.  Did that answer the question?




          MS. HANNA:  It did for me.




          MR. SWARTZENBERG: What about the TCE that's still in the




ground water there?  You're just going to forget about it,  right?




          MR. RAINES:  We've shown that it's  deteriorating, haven't



we?




          MS. HANNA:  Yes.




          MR. RAINES:  It's naturally deteriorating.   It's going




from PCE to  TCE,  and it's in one well.   We're showing that it's




breaking down,  and  we have every reason  to believe  that it will




continue to break down until it goes away.




          MS. TOWNSEND:  I think, to add to that,  it has taken us




about four years to really close out the site.  And because it was

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only a minor  problem for the IR Program, being  that  the TCE was




just a little incidental hit as compared to  the UST  site,  we're




thinking that this is one case where the UST contamination helped




our natural attenuation  process; what  we're trying to improve in




other parts of the base,  and that  we've seen the degradation and




plus, I don't have  the exact concentration, but  the  TCE that is



remaining out there are very  low levels.  We're talking -- what was




it, 17?




          MS. HANNA:   It's lower than that.




          MR. RAINES:  It's 2.




          MS. TOWNSEND:  It's 2?  It started out 17, and now it's




2, and it's less than  the  standards  for remediation.   So this is




one  program   where   a  contaminant  may   have   helped  another




contaminant, and it's remediated itself.




          MR. SWARTZENBERG:  Okay,  I just didn't pick that up.




          MS. HANNA:    The  next  site is Site  91,  also UST sites.




And this one  had one 300-gallon  tank.   There also happened to be




four  ASTs  removed  that  contained  waste   oil,  antifreeze,  and




kerosene,  and it's basically an  industrial land use  setting.  Here




are some  photographs.   You  can  see  a concrete  cover,  only tiny




grass patch areas here amongst buildings.   There is an open area



there,  but  it's used for  --  is  this  the Engineering School area?




Site 91?




          MR. BONELLI:   I believe so.




          MS. HANNA:    But  it's  pretty much  industrial  use.   And




here is a drawing of the site and the former ASTs were here.  The

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former UST basin was approximately here.  As with Site 90, a three




well site check was  done which  found  oil  and  grease in the soil,




and toluene in the ground water.  Because there were contaminants




detected, they did a leaking underground storage tank assessment,




and again  found two areas  of contamination,  which  included the




chlorinated hydrocarbons again.   So,  that kicked  it  into the IR




Program.    They  also  found  chlorinated  hydrocarbons  in  the




subsurface soil,  so  it went into  the  IR  Program.   And  we  did a




focused RI, did  subsurface soil sampling and ground water sampling.




Again,  we found common laboratory contaminants  and inorganics in




the subsurface  soil at  --  the inorganics  at levels  similar to




naturally occurring levels.   In the ground water,  there were more




laboratory contaminant type things  that we  did  not consider site




related. These  are the subsurface soil sample  locations during the




RI,  and the groundwater sample locations.   And a qualitative risk




assessment was  done  at this site, based on the  post-RI results,




using the same screening criteria as for Site  90.   For subsurface




soil,  one inorganic was identified as a COPC.




          MR.  SWARTZENBERG:   What is a COPC?



          MS.  HANNA:  Contaminant of potential  concern.  Because it




exceeded the screening criteria that is established by EPA or the




State.    In ground water, these contaminants  were  identified as




COPCs,  and many  of them weren't considered site related at all.  In




fact,  none of these.




          MR.  SWARTZENBERG:    Well,  if they're not  site related,




what are they?

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          MS. HANNA:  Well, the inorganics are naturally occurring.




Chloroform here is  considered a common laboratory contaminant.  And




when we looked at the concentrations -- the detections at the site,




they were  within  --  there is a  USEPA rule of  thumb.   When your




concentration is less than 10 times your blank  sample -- because we




collect quality control samples -- if it's less than 10 times the




concentration  found  in that sample,  then you can't count  it as




being site related.




          MR. SWARTZENBERG: Well, how could it be a contaminant of




concern if it's not site related?  It sounds like double talk.




          MS. HANNA:  The contaminant  of  potential concern -- what




happened during the qualitative  risk  assessment was you take all




the data and  we screened  it against  the screening  criteria which




were not site specific; they are criteria that are established by




EPA or the State, depending -- well, they both establish criteria.




It may exceed one or  the  other.  You often have different numbers.




We took all  the  results,  screened them, and  then  after that, we




took  a look  at the  QAQC  --  some  samples,   and  the  naturally




occurring  levels   of   inorganics,   and  also  looked   at  our




concentration and  compared it against  those after  the  COPCs were




identified.  That was the  second step.  So,  we  took the entire list




of contaminants, identified COPCs,  and  took only  the  COPCs that




were  identified,   and  then looked  at  those   concentrations  and




compared it against the QAQC or naturally occurring  levels.  So, it




was like a two-step process.




          MR.  RAINES:     If I  can add  something to that.   Jim,

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remember when we went  to  --  we  did the  field trip and we did the




sampling tests out at the well?




          MR. SWARTZENBERG:  Yes.




          MR. RAINES:   And they showed you  how  they brought out




their own  water and how  in  between sampling events  they had to




decontaminate the equipment and all that kind of  stuff?  They take




a trip blank, use a sample of the water they  take out to the site.




They just return with  that water,  plus  they  --  but,  during these




processes,  these contaminants can enter into -- say, they rinse off




their probe  and they don't  get  all the chloroform  off.   That's




going to show up  in the next sampling round.  So,  some  of these




things are introduced through --




          MR. SWARTZENBERG:   I  guess it's  just the  way you're




presenting it.  You  call  it  a contaminant  of concern;  what's the




"p" for?




          MS. HANNA:  Potential.




          MR. SWARTZENBERG:   Then  you say, well, it's not  a big




deal,  because it's chlorinated.   How can it be both?




          MR. RAINES:   Anything that pings  high is  a potential




contaminant.  And then we try and find out how they -- is it site




related, or was it introduced during sampling?




          MR. SWARTZENBERT:  Okay.




          MS. TOWNSEND:   One thing that   you keep  in mind,  the




process is designed  so  you do not  eliminate  contamination before




you evaluate it.  Because that way, you can come up with a lot of




false positives  or false negatives.  So what you do is you identify

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MCB CAMP LEJEUNE PUBLIC MEETING                           Page 25



whatever you found,  then you start looking for the resulting action



that  caused  that contaminant  to  be there.   And in  some  of are



cases, you could have chloroform that is an actual contaminant of



the site.  But you  want to measure it  against your blank in your



equipment process before you do delete it from the list.



          MR. SWARTZENBERG:   Okay.



          MS. HANNA:  In order to verify just what you're talking



about,  whether  things were  site  related or not,  we  did  do  a



supplemental  ground  water  investigation.     They  sampled  11



monitoring wells, and these contaminants  came out.   All three of



these are considered common laboratory  contaminants.   We did the



same  process.    We screened  it  against  our blank  samples and



determined that  they weren't  site  related.    We  did  find  some



chloroform that were above the 10 times blanks.  So,  we have to



classify that as site related.   And, we also  found two detections



of  Bis(2-ethylhexyl)phthalate,  which  is  a  common  laboratory



contaminant,   but  they  were  above  the  10   times  rule,  so  we



classified them  as site related.   These contaminants  were  also



detected.  Because of that,  we put it into our Post-RI Monitoring



Program.  We put it into our  sampling program just  to check on



that.  And they sampled eight  wells.  We  did it quarterly,  so we



have four rounds  of  data for this site.   Chloroform was detected in



two individual wells, one in  July of 2000 and  one  in October of



2000, but was not detected since then.  So, there were two quarters



where it wasn't  detected at all anywhere on the  site.  Arsenic and



iron were detected, but within these naturally occurring levels,

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MCB CAMP LEJEUNE PUBLIC MEETING                           Page 26




and pyrene was  detected -- there was one well  in  October at low




levels and it was never  detected again.  So,  because of the follow-




up studies and analysis, we believe that -- well, we recommend no




action, because we don't believe  them to  be site contaminants or




site related.   So,  we've recommended no action.   CERCLA process




will be  completed  at the  signing  of  the  ROD,  when we  take into




account public participation and comments,  and the same thing for




this site with the  UST Program,  as  Site  91.  Any questions on Site




91?  Any other questions?



          We'll move on to  Site 92.  There was one 1000-gallon tank




removed in 1994.  During the removal, they  found elevated levels of




petroleum hydrocarbons and here is  a photograph.  There is a pier;




boats are there.  It's somewhat of  a recreational area; there is a




picnic area.   Here is the site.  This is the Courthouse Bay here.




Here is  the  pier,  and  there  is the approximate location of the




former UST.   Because it was a UST, they did the three  well site




check.   There was  nothing found in  the soil, but they found PCE in




ground water and because of that it went into the IR Program, and




they did  a Focused  Remedial  Investigation  on  it.   They studied




subsurface soil and  ground water  and  found inorganics,  acetone,




which is considered a common laboratory contaminant,  and the same




with  the  bis(2(ethylhexyl)phthalate  and  also,  I believe,  one




detection  of  that  pesticide in subsurface  soil.   Chloroform and




inorganics were found in ground water.  Here are  the subsurface




soil  locations  from the  RI  and  ground  water  locations.    The




Qualitative Risk Assessment was done at this site as well.  These

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MCB CAMP LEJEUNE PUBLIC MEETING                           Page 27




contaminants were found to be -- when screened were identified as




contaminants  of  potential  concern.    Inorganics  were  within




background.  The acetone and chloroform,  we believe, because they




were  below  the  10  times rule,  were considered  laboratory  or




decontamination  procedures.     Because   we  found   these   lab




contaminants, we  wanted  to  verify that  and also  the inorganic




levels, so we did some post-RI monitoring.  No VOCs or SVOCs were




ever detected during the course of sampling.  There  were  four rounds




of sampling at this site.   We did them on a quarterly basis.   The




inorganics were  found but, again, these we considered to be -- they




were within naturally occurring  levels and  we don't believe they




were site related.   So, based on  these results, all these studies,




over a course of time, we recommend no action.  That would conclude




the CERCLA process when the ROD is signed, and again, they may go




back into  the UST  Program to address that  -- close it out  under




that program.




          MR. SWARTZENBERG:   That tank was just gasoline.




          MS. HANNA:  Yes, it was just gasoline.




          MR. SWARTZENBERG:   Would any of that gasoline have MTBE



in it?



          MS. HANNA:  None was detected.




          MR. SWARTZENBERG :   They did check for it.




          MS. HANNA:  Rich,  do you know if they sampled for that?




          MR. BONELLI:  It's typically a  requirement to look for




that, but  I don't know if their  methods  covered  that.   Sometimes




they do, sometimes they don't.

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MCB CAMP LEJEUNE PUBLIC MEETING                           Page 28



          MR. SWARTZENBERG:   Do you  know whether this  tank was



leaking?



          MR. BURTON:  I  don't  think  the UST investigation found



significant  petroleum  contamination.    There  wasn't  any  in the



soils, the manganese, with respect to the ground water.



          MR. RAINES:  There  were very little POLs.   It was the



chlorinateds that drove it to further investigation.  It wasn't the



POLs.  Did not appear to be a release.



          MR. SWARTZENBERG:  I'd just be  curious  to  know if they



even bothered checking for MTBE.   It wasn't a big deal until about



a year ago.



          MR. RAINES:  Well, this is fairly old,  too.   This might



have been before they even started adding MTBE.



          MR. SWARTZENBERG:  Well, that's my comment.   You can do



what you want with it.



          MS. HANNA:  I guess that's  it.   Any other  questions on



these three sites?



          MR. BONELLI:  I'd like to thank everybody for coming this



evening for  our  presentations.   If you have  any  questions,  feel



free to contact  me,  and  we'll turn things back over  to  Rick and



have him close our presentation for this evening.



          MR. RAINES:  Once again, we do have copies of the PRAPs



up here.  Be sure that everybody gets a copy of  these.   For your



comments,   I  guess  we   will  handle  them   informally.     Mr.



Swartzenberg, we'll  get back  to you with an  answer on the MTBE.



Want to make sure you signed  in,  so we'll have your  name,  and if

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MCB CAMP LEJEUNE PUBLIC MEETING                           Page 29




there are no more questions -- does anyone have any more questions?




          MR. HUMPHRIES:  I have one.  How is the money situation




for the cleanup?




          MR. RAINES:   That's a pretty broad question,  but Kirk




here is  from LANTDIV, and they handle basically the  money that




funds the CERCLA program down here.




          MR. HUMPHRIES:  We're getting our share,  right?




          MR. RAINES:  Yeah.




          MR. KIRK:   We are.   It  doesn't  really deal  with the




(inaudible) action,  but Camp Lejeune, in the Atlantic division that




we  handle,  is the  largest  customer that  we service,  and  their




program this year was around  six and a half million dollars,  which




would be again next  fiscal year the same  amount.  We  can talk in




more detail right after the meeting to answer specific questions.




          MR. HUMPHRIES:  Always worried about money.




          MR. RAINES:  We do  get our share and we -- as one of the




larger installations, I  don't  know if we get  first cut off the top,




but basically they're continuing  funding our program.   Anything




else?  We  want  to thank y'all  for  coming out.   Hopefully,   you




learned something, and --



          MR. BONELLI:    Don't hesitate  to  call  us  with  your




questions.




                    The meeting was concluded at 8:05  p.m.

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STATE OF NORTH CAROLINA       )

                               )    C-E-R-T-I-F-I-C-A-T-I-O-N

COUNTY OF LENOIR               )



          I,  KATHRYN F. KILPATRICK,  A COURT REPORTER  AND NOTARY

PUBLIC IN AMD FOR THE AFORESAID COUNTY AND STATE, DO HEREBY CERTIFY

THAT THE FOREGOING  PAGES ARE AN ACCURATE TRANSCRIPT OF THE PUBLIC

MEETING  REGARDING THE  PROPOSED REMEDIAL ACTION PLAN  (PRAP)  FOR

OPERABLE UNITS  (OUs)  NO. 9  (SITE 65)  AND NO.  17 (SITES 90, 91 AND

92),  HELD ON JULY  18,  2001,  IN  JACKSONVILLE,  NORTH  CAROLINA,

TRANSCRIBED BY ME PERSONALLY.

          I FURTHER CERTIFY THAT I AM  NOT FINANCIALLY INTERESTED IN

THE  OUTCOME   OF  THIS ACTION,  A RELATIVE,  EMPLOYEE,  ATTORNEY OR

COUNSEL OF ANY OF THE PARTIES,  NOR A  RELATIVE OR EMPLOYEE OF SUCH

ATTORNEY OR COUNSEL.

          WITNESS,  MY HAND  AND SEAL, THIS  DATE:   SEPTEMBER 18,

2001.

          MY  COMMISSION EXPIRES MAY 2, 2006.
                       KATfiRYN "F. ^ILPATRICK    ff
                       COURT REPORTER AND NOTARY PUBLIC
                       CAROLINA COURT REPORTERS, INC.
                       105  OAKMONT PROFESSIONAL PLAZA
                       GREENVILLE,  NC 27858

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                               APPENDIX C
LETTER FROM TOXICOLOGIST, NORTH CAROLINA
DEPARTMENT OF HEALTH AND HUMAN SERVICES

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                                  North Carolina
                   Department of Health and Human Services
                                 Division of Epidemiology
                           P.O. Bo* 29601 • Raleifih, NC 2762fi-OfiQl

   8. Hunt Jr., Governor                                          H. Da«id Bruton. MJJ^ Secretary
                                 January 28, 1998
Mr, Aaion BernhardX Environmental Scientist
Baker Environmental, Inc.
Airport Gffie« Park, Building 3
420 Rouser Road
Coraopolis, Pennsylvania  15108

Dear Mr. Bemhardt:

       I am writing in response to yottr request for a health risk evaluation of the analytical
results of the fish and crab samples that were collected from Courthouse Pond and Powerline
Pond at Site 65 and Courthouse Bay  at Site 73. Based upon my review of these results, I offer
thc following health risk evaluation:

1,      Methyknc chloride, acetone,  toluene, di-n-butyi phthalate, 2-butanooe, and toluene were
       found in the fish and crab sampled from these (wo sites. Although elevated
       concentrations of methylcne chloride and acetone were reported, all of these volatile
       organic chemicals arc considered to be common laboratory contaminants (USEPA
       Decembet 1989 Risk Asstxrment Guidance for Svperjvnd Volume  I Human Health
       Evaluation Manual (Parr A.).  Volatile organic chemicals typically do not triooonccntrate
       in fish and crab tissues because of their relatively low bioconccntration factors.  Since all
       of these chemicals are common laboratory contaminants and volatile organic chemicals
       do not typically bioeoneentate in fish and crab tissues, these chemicals were most likely
       introduced into the samples in the laboratory. Based upon my review of the Eteraturs and
       the sampling data submitted.,  the concentrations measured for the above-mentioned
       chemicals are not likely to be reprcsciitativc of exposure concentrations.

2.      The arsenic concentrations reported for fish and crab from these two sites were below the
       average levels typically reported for fish aod seafood of 4 to 5 tug/kg (April 1993
       Tameatagical Pro/tie far Arsenic, Agency for Toxic Substances and Disease Registry).

3,      For Site 65, elevated DDD and DDE were reported in the whole body analysis of one
       blucgilL However, DDD and DDE were reported as nondeteci oe at very low
       concentrations fbr three composites of bluegill (two fillet, I whole), two composites of
                    Ctvdina: War/ vflktt {999 Special Olympics World Summer

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Aaron Bemhardt
January 28, 1991
Page Two

       largemouth bass (one fillet, one whole), and three composites of redear simfish (one fillet,
       two whole). Compared to fillet samples, higher DDD and DDE concentrations were
       found in the whale body samples. Since Ac whole body analysis includes analysis of
       both muscle and fatty tissues (wbere DDD and DDE can concentrate), higher levels
       would be expected to be reported in the whole body analysis. The DDD and DDE
       concentrations reported for all fish were below the average concentrations reported for the
       United States in 1984 of 60 ug/kg for DDD and 190 ug/kg for DDE (May 1994
       Toxicotogicaf Profile for 4,4'-DDTt 4,4'-DDE, 4t4'-DDD, Agency for Toxic Substances
       and Disease. Registry). The DDD and DDE concentrations reported in this one composite
       of bluegQ] do not appear to he representative of the &¥erage concentrations present in the
       edible portico offish at this site.

4.     For Site 65, elevated antimony and beryllium concentrations were found in the whole
       body samples for some fish, but were not detected in the fillet samples. Typically, low
       levels of antimony and beryllium arc found in fish. According to the September  1992
       Toxicologicat Profile far Antimony (Agency for Toxic Substances and Disease Registry),
       "Antimony docs not appear to accumulate in fish and other aquatic snimaJs",  The
       antimony and beryllium detected in the whole fish analyses most likely came  from the
       dirt or sediment that was present on the surface of the fish during analysis or from
       rsonmuscular portions of the fish.  The antimony and beryllium concentrations reported
       do not appear to be representative of the average concentrations present in the edible
       portion offish at this site.

5.     The remaining anaJyte concentrations were well within normal and acceptable
       coneenEraUons.

       In summary, the concentrations reported for these two sites rnay not be representative of
the concentrations present in the edible portion of fish and crab found at this site. Based upon
the information submitted by Baker Environmental, Inc., consumption of the fish and crab
should not pose a significant health risk. Please do not hesitate to call me if you have any
questions at 919-715-6429,

                                 Sincerely,
                                 Luanne K. Williams, PhamLD., Toxicoiogist
                                 MediciJ Evaluation and Risk Assessment Branch
                                 Occupational and Environmental Epidemiology Section
LKW/rrn

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