PB98-964010
                                 EPA 541-R98-056
                                 October 1998
EPA Superfund
      Record of Decision:
       Cecil Field Naval Air Station OU 5
       Jacksonville, FL
       8/4/1998

-------
RECORD OF DECISION
SITE 14, OPERABLE UNIT 5

NAVAL AIR STATION CECIL FIELD
JACKSONVILLE, FLORIDA

UNIT IDENTIFICATION CODE: N60200
CONTRACT NO.:  N62467-89-D-0317/090
JULY 1998
      SOUTHERN DIVISION
      NAVAL FACILITIES ENGINEERING COMMAND
      NORTH CHARLESTON, SOUTH CAROLINA
      29418

-------
 v     **.          UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
                                        REGION 4
                                ATLANTA FEDERAL CENTER
                                 61 FORSYTH STREET. SW
                               ATLANTA, GEORGIA 30303-8909

                                       2 8  1998
 CERTIFIED MAIL
 RETURN RECEIPT REQUESTED

 4WD-FFB

 Commanding Officer
 Attn.: David Porter
 Base Environmental Coordinator
 DON, Southern Division
 Naval Facilities Engineering Command
 Mail Code 18B2
 P.O.Box 190010
 North Charleston,
 South Carolina 20419-9010

 Subject:       Naval Air Station Cecil Field, Jacksonville, Florida
              Record of Decision for Operable Unit 5, site 14

 Dear Mr. Porter:

       The Environmental Protection Agency (EPA) has received and reviewed the final Record
 of Decision (ROD) for Operable Unit 5 (OU 5), site 14.  EPA concurs with the Navy's decision
 as set forth in the ROD dated July 1998. This concurrence is contingent with the understanding
 that the selection of no further remedial action at this site is protective of human health and the
 environment. Should new information indicate otherwise, the Navy is liable for any future
 actions as required.

      NAS Cecil Field was listed on the National Priorities List as Cecil Field Naval Air
 Station in 1989. Prior to NPL listing and designation for closure, the Installation and
Restoration Program identified 18 sites as needing further investigation. These  18 sites were
grouped by usage and waste type to form eight operable units. OU 5 consists of sites 14 and 15,
which were both used for ordnance demolition.  This Record of Decision addresses only site 14.
Site  14 is located in an area designated for forestry management and recreation per the NAS
Cecil Field Final Reuse Plan, dated February 1996. Development of groundwater resources and
construction of buildings at this location is not anticipated. The Remedial Investigation and
Risk Assessment for OU 5, site 14 identified no  unacceptable risks for any media, therefore no
further action is being recommended at this time.  However, any new information contradicting
this finding may require further investigation or remedial actions.
            Recycled/Pecyclable • Printed with VegelaOle Oil Based Inks on 100% Recycled Paper (4O% Postconsurner)

-------
       EPA appreciates the coordination efforts of NAS Cecil Field and the level of effort that
was put forth in the documents leading to this decision.  EPA looks forward to continuing the
excellent working relationship with NAS Cecil Field and Southern Division Naval Facilities
Engineering Command as we move toward final cleanup of the NPL site.  Should you have any
questions, or if EPA can be of any further assistance, please contact Ms. Deborah Vaughn-
Wright, of my staff, at the letterhead address or at (404) 562-8539.
                                        Sincerely,
                                        Richard D. Green
                                        Director
                                        Waste Management Division
cc:     Mr. James Crane, FL DEP
       Mr. Eric Nuzie, FL DEP
       Mr. Michael Deliz, FL DEP
       Mr. Mark Davidson, SOUTHDIV

-------
                  1.0   DECLARATION FOR THE RECORD OF DECISION
1.1  SITE NAME AND LOCATION.  Site 14, Blue 5 Ordnance  Disposal Area,  is part of
Operable Unit (OU)  5 and is located in the north-central part of the Yellow Water
Weapons  Area (YWWA)  of  Naval Air  Station  (NAS)  Cecil  Field,  Jacksonville,
Florida.  The site covers an area of approximately 19  acres.       —


1.2  STATEMENT OF  BASIS  AND  PURPOSE.  This Record of Decision  (ROD) document
presents the selected remedial action for  Site  14  (OU 5),  which was chosen in
accordance  with  the Comprehensive  Environmental  Response,  Compensation,  and
Liability Act  (CERCLA),  as  amended  by the  Superfund  Amendments and Reauthor-
ization Act  of 1986,  and the National Oil  and  Hazardous  Substances Pollution
Contingency Plan (40 Code of Federal Regulations,  Part 300  [U.S. Environmental
ProtectionjAgency (USEPA), 1990]).  This decision is based on the Administrative
Record for OU 5.

The USEPA and the State of Florida concur with the selected remedy.


1.3  DESCRIPTION OF THE SELECTED  REMEDY.   This ROD  is  the final action for Site
14 and is based on the results of the Remedial Investigation (RI) and Baseline
Risk Assessment (BRA)  completed for OU 5.  The selected remedy for Site 14 is No
Further Action.  This remedy does  not  require any specific administrative on-site
actions, monitoring,  or 5-year  reviews  to ensure  there   are no unacceptable
exposures to potential hazards posed by  conditions  at  the site.  This remedy is
consistent  with  the  BRA conducted for conditions  observed at  the  site.   The
assessment  concluded  that there  is  no imminent threat to  human health or the
environment.
1.4  STATUTORY DETERMINATIONS.  The  selected  remedies  are protective of human
health  and  the environment  and are  cost-effective.    Although contaminants,
pathways, and  receptors  were identified to be  present at Site  14,  the risks
calculated for current or potential human and ecological receptors being exposed
to the soil and groundwater did (not exceed the USEPA acceptable  risk criteria.
According to USEPA guidance,  if no risk to  human health or the  environment  is
identified,   no further  remedial action (including  setting  remedial  action
objectives  and conducting an engineering  feasibility  study  [FSJ  to evaluate
remedial alternatives) is warranted  at  the  site  to ensure protection of human
health and the environment.
1.5  SIGNATURE AND SUPPORT AGENCY ACCEPTANCE OF THE REMEDY.
David !  Porter, P.E.                                       Date
Base Realignment and Closure
Environmental Coordinator
CEC-S14.ROO
FGW.07.98                                1-1

-------
        RECORD OF DECISION
      SITE 14, OPERABLE UNIT 5
   NAVAL AIR STATION CECIL FIELD
       JACKSONVILLE, FLORIDA
      Unit Identification Code: N60200

     Contract No. N62467-89-D-0317/090
              Prepared by:

        Harding Lawson Associates
     2590 Executive Center Circle, East
        Tallahassee, Florida 32301
              Prepared for:

  Department of the Navy, Southern Division
    Naval Facilities Engineering Command
             2155 Eagle Drive
   North Charleston, South Carolina 29418

Mark Davidson, Code 1879, Engineer-in-Charge


                July 1998

-------
                          CERTIFICATION OF TECHNICAL
                          DATA CONFORMITY (MAY 1987)
The Contractor, Harding Lawson Associates (formerly ABB Environmental  Services,
Inc.), hereby  certifies that,  to  the best  of its knowledge  and belief,  the
technical data delivered herewith  under Contract No. N62467-89-D-0317/090  are
complete and accurate and comply with all requirements  of  this  contract.
DATE :
July 15. 1998
NAME AND TITLE OF CERTIFYING OFFICIAL:
                           Rao Angara
                           Task Order Manager
NAME AND TITLE OF CERTIFYING OFFICIAL:
                           Eric Blomberg,  P.G.
                           Project Technical Lead
                              (DFAR 252.227-7036)
CEC-S14.ROD
FGW.07.98

-------
                                TABLE OF CONTENTS

                                  Record of Decision
                                 Site 14. Operable Unit 5
                                Naval Air Station Cecil Field
                                  Jacksonville, Rorida


Chapter	Title	Page No,

1.0  DECLARATION FOR THE RECORD OF DECISION	1-1
     1.1  SITE  NAME AND LOCATION	1-1
     1.2  STATEMENT OF BASIS AND PURPOSE	1-1
     1.3  DESCRIPTION OF THE SELECTED REMEDY	   1-1
     1.4  STATUTORY DETERMINATIONS   	   1-1
     1.5  SIGNATURE AND SUPPORT AGENCY ACCEPTANCE OF THE REMEDY  	   1-1

2.0  DECISION SUMMARY 	   2-1
     2.1  SITE  NAME,  LOCATION, AND DESCRIPTION	2-1
     2.2  SITE  HISTORY AND ENFORCEMENT ACTIVITIES 	   2-4
     2.3  HIGHLIGHTS OF COMMUNITY PARTICIPATION 	   2-4
     2.4  SCOPE AND ROLE OF OPERABLE UNIT	2-5
     2.5  SUMMARY OF SITE CHARACTERISTICS	2-5
     2.6  SUMMARY OF SITE RISKS	2-10
     2.7  DESCRIPTION OF THE NO ACTION ALTERNATIVE	2-22
     2.8  DOCUMENTATION OF SIGNIFICANT CHANGES  	  2-23


REFERENCES

Attachment A:   Responsiveness Summary
CEC-S14.ROD
FGW.07.98

-------
                                 LIST OP FIGURES

                                   Record of Decision
                                 Site 14, Operable Unit 5
                                Naval Air Station Cecil Field
                                  Jacksonville, Florida


Figure	Title	Page No.

2-1  Location Map (FS Figure  1-1)	2-2
2-2  General Features (FS Figure 1-2)	2-3
2-3  Site  14,  Surface Soil Screening Sample  Locations 	   2-7
2-4  Site  14,  Surface Soil Noncancer Risk Summary	2-17
2-5  Site  14,  Groundwater Cancer Risk	2-18
2-6  Site  14,  Groundwater Noncancer  Risk  Summary	2-19
2-7  Site  14,  Surface Water Cancer Risk Summary	2-20
2-8  Site  14,  Surface Water Noncancer Risk Summary	2-21
                                 LIST OF TABLES
Table	Title	Page No.

2-1  Surface Soil Contaminants '	2-8
2-2  Groundwater Contaminants  	  2-11
2-3  Surface Water Contaminants  	  2-13
2-4  Sediment Contaminants   	  2-15
2-5  Site  14 Risk Summary	2-16
CEC-S14.ROO
FGW.07.98

-------
                                   GLOSSARY
ABB-ES

BEHP
bis
BRA

CERCLA
ELCR
ERA

FDEP
FS
FSWS
ft/day
ft/ft

K
NAS
NPL

OU

RAB
RI
ROD

SQAG
SVOC

TNB
TNT
TRPH

USEPA
USGS

VOC

YWWA
             ABB Environmental Services, Inc.

             bis(2-ethylhexyl)phthalate
             below land surface
             baseline risk assessment

             Comprehensive Environmental Response, Compensation, and Liability
             Act

             excess lifetime cancer risk
             ecological risk assessment

             Florida Department of Environmental Protection
             feasibility study
             Florida Class III surface water standards
             feet per day
             feet per foot

             hydraulic conductivity

             micrograms per liter

             Naval Air Station
             National Priority List

             operable unit

             Restoration Advisory Board
             remedial investigation
             Record of Decision

             sediment quality assessment guideline
             semivolatile organic compound

             trinitrobenzene  ,
             trinitrotoluene
             total recoverable petroleum hydrocarbons

             U.S. Environmental' Protection Agency
             U.S. Geological Survey

             volatile organic compound

             Yellow Weapons Water Area
CEC-S14.ROD
FGW.07.98
                                       III

-------
                  1.0  DECLARATION FOR THE RECORD OF DECISION
1.1  SITE NAME AND LOCATION.  Site 14, Blue 5 Ordnance Disposal Area,  is part of
Operable Unit (OU)  5 and is located in the north-central part of the Yellow Water
Weapons  Area (YWWA)  of  Naval Air  Station (NAS)  Cecil Field,  Jacksonville,
Florida.  The site covers an area of approximately 19  acres.


1.2  STATEMENT OF  BASIS  AND  PURPOSE.   This Record of  Decision  (ROD) document
presents the selected remedial action for Site 14  (OU  5) ,  which was chosen in
accordance with  the  Comprehensive  Environmental  Response,  Compensation,  and
Liability Act  (CERCLA),  as  amended  by the Superfund Amendments and Reauthor-
ization Act  of 1986,  and the National Oil and Hazardous  Substances Pollution
Contingency Plan (40 Code of Federal Regulations,  Part 300 [U.S. Environmental
Protection Agency (USEPA) , 1990]).  This decision is based on the Administrative
Record for OU 5.

The USEPA and the State of Florida concur with the selected remedy.


1.3  DESCRIPTION OF THE SELECTED  REMEDY.   This ROD is the final action for Site
14 and is based on the results of the Remedial Investigation (RI) and Baseline
Risk Assessment (BRA)  completed for OU 5.  The  selected remedy for Site 14 is No
Further Action.  This remedy does not require any specific administrative on-site
actions, monitoring,  or 5-year  reviews  to ensure  there  are no unacceptable
exposures to potential hazards posed by  conditions at the site.  This remedy is
consistent with  the  BRA conducted for conditions  observed at  the  site.   The
assessment concluded  that there  is  no imminent threat to  human health or the
environment.
1.4  STATUTORY DETERMINATIONS.  The selected  remedies  are protective of human
health  and  the environment  and are  cost-effective.    Although contaminants,
pathways, and  receptors  were identified to be  present at Site  14,  the risks
calculated for current or potential human and ecological receptors being exposed
to the soil and groundwater did not exceed the USEPA acceptable  risk criteria.
According to USEPA guidance,  if no risk  to  human  health or the  environment  is
identified,   no further  remedial action (including  setting  remedial  action
objectives  and conducting an engineering  feasibility  study  [FS]  to evaluate
remedial alternatives) is warranted at the  site to  ensure protection of human
health and the environment.
1.5  SIGNATURE AND SUPPORT AGENCY ACCEPTANCE OF THE REMEDY.
David L. Porter, P.E.                                       Date
Base Realignment and Closure
Environmental Coordinator
CEC-S14.ROD
FGW.07.98                                1-1

-------
                            2.0  DECISION SUMMARY
2.1  SITE NAME. LOCATION.  AND DESCRIPTION.  NAS Cecil Field is located 14 miles
southwest of  Jacksonville,  Florida.   The majority  of Cecil Field  is located
within Duval County; the southernmost part of the facility is located  in northern
Clay County (Figure 2-1).

The area surrounding NAS Cecil Field is used primarily  for  forestry with some
light agriculture and ranching.   Small  communities and scattered dwellings are
in the vicinity of NAS Cecil Field;  the closest  abuts the western edge of the
facility.  The closest  incorporated municipality, Baldwin, is approximately 6.4
miles northwest of the main facility entrance.

To the east of NAS  Cecil  Field,  the rural surroundings  grade  into  a suburban
fringe bordering  the  major east-west roadways.   Low commercial  use,  such as
convenience stores,  and low density residential areas characterize the land use
(ABB  Environmental  Services,  Inc.  [ABB-ES],   199?  [currently  Harding Lawson
Associates]).   A development called Villages of Argyle, when complete,  is planned
to consist of seven separate villages or communities that will ultimately abut
NAS Cecil Field to the  south and southeast.  A golf course and residential area
also border NAS Cecil  Field to  the east (Southern  Division,  Naval  Facilities
Engineering Command, 1989).

NAS Cecil Field was established in 1941 and provides facilities, services, and
material support for the operation and maintenance of naval  weapons, aircraft,
and other units of the operation forces as  designated  by the  Chief of Naval
Operations.    Some of  the  tasks  required to accomplish  this  mission over past
years included  operation  of fuel  storage facilities, performance of aircraft
maintenance, maintenance and operation of engine repair facilities and test cells
for turbo-jet engines,  and support of special weapons systems.

Site 14,  which  is part of OU 5,  is located in the north-central portion of the
YWWA and covers an area of approximately 19 acres  (Figure 2-2) .  OU 5  is composed
of Site 14 and Site 15 (Blue 10  Ordnance Disposal Area).

The site was used as an ordnance disposal area from 1967  through  1977.  Disposal
operations at  this  site consisted of detonation,  which  occurred approximately
once every 6 weeks.  An ammunition bunker,  located in the  southeastern corner of
the site, was used for the temporary storage of materials to be detonated.

The  types  of  ordnance disposed  of included  fuses, 100-pound  bombs,  large
munitions,  and  explosive  materials that  normally  do   not  burn.   Based  on
interviews  with explosive ordnance  disposal personnel,  typical  explosives
detonated included  trinitrotoluene   (TNT),   trinitrophenylmethylnitramine,  and
cyclotrimethylenetrinitramine.

On the average,  300 to 450 pounds of explosive material were detonated each time.
Over the time  period in which the site was utilized,  it is estimated  that 30,000
to 45,000 pounds of explosive material  were detonated at the site.

There are no well-defined surface  drainage patterns  at Site 14.  A small ditch,
which contained standing water during the on-site survey,  borders portions of the
CEC-S14.HOD
FGW.07.98                                2-1

-------
                                                                                                       N
                               YELLOW WATER
                               WEAPONS AREA
          vqm  Site location
           	Drainage area
        NOTE;
        HAS = Naval Air Station
                                                                                 .75    1.5
                                                                         SCALE:  1  INCH =  1.5 MILES APPROXIMATE
      FIGURE 2-1
      LOCATION MAP
    K:\aU21\02Ml-07\ROON023UaM.OVXHP-POP 07/13/80 II: J7: 2«. AutoCAD HI«
RECORD OF DECISION
SITE 14, OPERABLE UNIT 5
                                                                            NAVAL AIR STATION CECIL FIELD
                                                                            JACKSONVILLE, FLORIDA
CEC-S14.ROD
FGW.O7.98
                                                     2-2

-------
•n n
59
6"
CO
                                                                                                                                                       N
                                                                                                                                                       4
                                                                                                   Source: Southern Division, Novgl  Focilities Engineering Commond, 1964
                                                         LEGEND
                                                -84-——  Topographic contours, contour interval: 2 feet
                                                  84.2   Topographic elevation in  feet based on the
                                                  x      National Geodetic Vertical Datum of 1929
                                                                                                      PZ-5
                                                                                                     CFUMW2S
                                                                                                              Piezometer location  and designation
                                                                                                              Monitoring well  location and  designation
                                                                                                     CF14SS5   Confirmatory  surface soil sample  location
                                                                                                       A     and  designation
                                                                                                    CFUSW/SOJ  Confirmatory  surface water and sediment
                                                                                                       A     location and  designation

                                                                                                     rv^N   Tree line

                                                                                                    -• fig." —   Drainage ditch flow direction
                           125      250
                   SCALE:  1  INCH  = 250  FEET
FIGURE 2-2
GENERAL FEATURES
                                                                                                                           RECORD OF DECISION
                                                                                                                           SITE 14, OPERABLE UNIT 5
                                                                                                                           NAVAL AIR STATION CECIL FIELD
                                                                                                                           JACKSONVILLE, FLORIDA

-------
site on the southwest and northeast.   Drainage probably ponds in the ditches on
site, with any off-site drainage entering scattered swampy areas near the site.

The  site  is predominantly  a  moist,  open, grassy area, which  through natural
succession  is gradually developing a growth of pines.  A dirt road borders the
site  on the south.   Planted pines  occur along the eastern and northwestern
periphery of the site.  The remainder of  the surrounding area is a pine forest
with pockets of swamp forest in the low  areas.   There were  no indications of
biological  stress observed  at the site (Envirodyne Engineers, 1985).

Site  14 is currently not  used  on a  regular basis.   During the  base closure
process, if unexploded ordnance is located,  it has been detonated at Site 14 in
recent years.  Ordnance are placed in an  explosives-lined hole and covered with
additional explosives and detonated.  This technique  of surrounding the ordnance
with explosives ensures destruction of the ordnance.   The  future use  of Site 14,
as identified in the Base Reuse Plan, will be part of a managed forest.


2.2  SITE HISTORY AND ENFORCEMENT ACTIVITIES.  NAS Cecil Field was placed on the
National Priority List (NPL) by the USEPA and the Office of Management and Budget
in December 1989.  A Federal Facility Agreement for NAS Cecil Field was signed
by the Florida Department of Environmental Protection (FDEP),  the USEPA, and the
Navy  in 1990.   Following  the listing of NAS Cecil  Field on  the NPL and the
signing of the  site management plan, remedial response activities at the facility
were conducted  under CERCLA authority.

As stated  in Section 2.1 of this ROD, Site  14 was used for ordnance detonation
activities from 1967 through 1977.  Environmental investigations of Site 14 began
in 1985.  The following reports describe  the results of investigations at Site
14 to date:

         Initial  Assessment  Study,  NAS  Cecil  Field,  Jacksonville,  Florida
         (Envirodyne Engineers, 1985)

         RCRA  Facility Investigation, NAS  Cecil  Field,  Jacksonville, Florida
         (Harding Lawson Associates,  1988)

         Remedial  Investigation,  Operable Unit  5, Sites 14  and 15, Naval Air
         Station Cecil field, Jacksonville, Florida  (ABB-ES, 1997a)

         Feasibility  Study, Operable Unit  5,  Naval Air Station  Cecil Field,
         Jacksonville, Florida  (ABB-ES,  1997b)

         Proposed Plan for Remedial Action,  Naval Air Station Cecil Field, Site
         24, Blue Ordnance  Disposal  Area, Operable Unit 5 (ABB-ES,  1998)


2.3  HIGHLIGHTS OF  COMMUNITY  PARTICIPATION.  The results of  the RI  and the BRA
were presented  to the NAS Cecil  Field Restoration Advisory Board (RAB)  (composed
of community members as well as of representatives from the Navy,  and  State and
Federal regulatory  agencies).

The public was  invited to an RAB meeting  on  February 17, 1998, for a  briefing on
the  results of  the  RI,  the  BRA,  and  the  proposed plan, and to  solicit  comments

CEC-S14.ROD
FGW.07.98                                2-4

-------
on Site 14  from  the  community.   A 30-day comment  period was held  from May 1
through May 31, 1998.  One comment was received during the public comment period
and is presented in the responsiveness  summary  in the  attachment.

Public notices of the availability of the Proposed Plan were placed in the Metro
section of the Florida  Times Union on May 5,  1998.  The Proposed Plan and other
documents are available to the public at the  Information Repository,  Charles D.
Webb  Wesconnett  Branch of  the  Jacksonville  Library,  6887  103rd  Street,
Jacksonville, Florida.


2.4  SCOPE AND ROLE OF OPERABLE UNIT.  As with many Superfund sites,  environmen-
tal concerns  at NAS Cecil  Field are  complex.   As  a  result,  work has been
organized into eight installation restoration OUs, along with more than 100 other
areas undergoing evaluation  under the Base Realignment and Closure  Program and
the State of Florida Petroleum Program.

Final RODs have been approved  for OUs 1, 2,  3,  4, and  7.  Final RIs, BRAs,  and
FSs have been completed for OUs 5, 6, and 8.  Interim  RODs  that  addressed the
source areas of contamination were approved  for OUs 2,  6, and 7.  The other OUs
are in various stages of the RI/FS process.

Investigations at Site 14,  the subject  of this ROD, indicated the  presence of
semivolatile organic compounds (SVOCs),  total recoverable petroleum hydrocarbons
(TRPH),  a  pesticide,  and inorganics in soil.    In groundwater, one  volatile
organic compound  (VOC), a SVOC,  and  inorganics were detected.   Surface water
contamination included VOCs ,  a pesticide, and inorganics.  Sediment contamination
included SVOCs, TRPH,  and inorganics.   Many  contaminants were detected in only
one sample, and most had concentrations below screening criteria.  It should be
noted, as well, that  the surface water was resampled and analyzed.  Neither the
inorganics nor some of the SVOCs were detected in this second sampling of surface
water.
2.5  SUMMARY OF SITE CHARACTERISTICS.

Geology.  The  subsurface  geologic  materials recovered during  monitoring well
installation activities  at OU> 5  indicate  that  the  sites  are underlain  by
undifferentiated, fine-grained sand.  Lenses and  stringers  of  silty or clayey
material were encountered  intermittently.  The stringers are  generally less than
1 inch thick and are not  continuous.  Lithologic  descriptions  recorded during
monitoring  well  installation   indicate  that sand  is  present  at  each  of the
monitoring well locations  from land surface  to total depth.  Cross sections are
not presented because the  maximum total monitoring well depth was 13 feet below
land surface (bis)  and  sand was  the sole lithology described  throughout that
interval in all monitoring well lithologic logs.

The lithologic  log recorded during installation of the background monitoring well
CEFBK12DD,  located  approximately 4,000  feet west  of  Site  14,  indicates that
Holocene and Pliocene sand  is  present from  land surface  to  a depth of 66 feet
bis.  Pliocene  to Miocene  sandy clay and dolomite are present from 66 feet to 81
feet  bis.    This  unit,   the  proximate  boundary  between  the surficial  and
intermediate aquifers,  is  underlain by a thin layer of dolomite, representative
of the uppermost  portions  of the Miocene Hawthorn Group, from 81.feet to 83 feet


CEC-S14.ROO
FGW.07.98                                2-5

-------
bis.  Partially dolomitized sandy silt is present from 83 feet to 129 feet bis,
the total depth of the monitoring well.

Hvdrogeology.  The surficial aquifer at Site 14 is composed predominantly of sand
from land surface  to  an  approximate depth of 66  feet bis.   The water table is
unconfined  at  Site 14 and may range between 1 and 4 feet bis  during the year
depending upon rainfall  events.   The maximum total depth of  the  3 monitoring
wells installed in the surficial aquifer at Site 14 is approximately 13 feet bis.
Sand was reported from land surface to  total depth in each of  the monitoring well
lithologic logs.  Each monitoring well was screened across the water table  in the
upper portion  of the  surficial aquifer.

Groundwater-level  elevation  measurements  were   recorded   periodically  for
piezometers and monitoring wells at Site 14.  Review and evaluation  of the water-
level elevation data collected from five piezometers installed at Site 14 support
the interpretation that  Site 14  is located  in the vicinity  of a groundwater
divide.   As a result,  there is  no  predominant horizontal groundwater  flow.
Instead,  the   groundwater flow  direction  can be  radial with  strong downward
gradient.

Slug tests were conducted on the Site 14 monitoring wells to estimate horizontal
hydraulic conductivity (K) .  K values ranged from 8.8  feet per day (ft/day) to
9.5 ft/day for Site 14 monitoring wells, with an average K value of 9.2 ft/day.

Aquifer performance tests conducted at NAS Cecil Field  by the U.S. Geological
Survey (USGS)  indicate that a K of 3 ft/day is a representative K value for the
surficial aquifer (USGS,  1996).  Using the estimated value of 3  ft/day for K and
an estimated effective porosity of 0.20 (USGS,  1996), a hydraulic gradient of
0.00030 feet per foot  (ft/ft) and 0.00064 ft/ft for Site 14, the seepage velocity
for Site 14 is estimated to range from 1.6 to 3.5 feet per year.

Contaminant Sources.  At Site 14, the primary source of contamination would be
from the detonation activities that took place between  1967 and 1977.  The types
of  ordnance disposed  included  fuses,  100-pound bombs,  large  munitions,  and
explosive materials  that normally do not  burn.   Explosives  (nitroaromatics)
detonated at the site  included TNT, trinitrophenylmethylnitramine  (tetryl), and
cyclotrimethylenenitramine.   Ordnance  detonation  generates  residual  metals,
primarily aluminum and lead oxides and minor amounts of unreacted or partially
reacted organics.

Surface  Soil.    An extensive  field   screening  program  for TNT and VOCs  was
conducted for surface  soil at the site. Sample locations  are  presented in  Figure
2-3.  TNT was detected in 14  of 102 samples, at concentrations ranging from 1.0
to 2.9 milligrams  per kilogram.  The  results indicate  that TNT is sporadically
distributed at low concentrations  that pose  no explosive or biological  hazard
over the area  of investigation.   No VOCs were  detected  in the 24  surface soil
samples collected  for field screening purposes.

A subsequent confirmatory sampling program conducted for surface soil  at Site 14
indicated the presence of three SVOCs (di-n-butylphthalate, butylbenzylphthalate,
and bis[2-ethylhexyl]phthalate [BEHPJ), a pesticide (endosulfan II), and several
inorganic chemicals.  However, the concentrations of these chemicals were below
the Florida soil cleanup goals for residential areas (Table 2-1).
CEC-S14.ROD
FGW.O7.98                                2-6

-------
                                                      lEGEMD
                                                      Surlou uS screening sampl* location and
                                                      dMlgnatio*
                                                      Trw (in*


                                                 "IT- Qrainagi ditch flow dirtction
                                                            sc«t£: i  INCH i no rcn
                                                FIGURE 2-3
                                                SURFACE SOI SCREENS SAUPU LOCATIONS
                                                             RECORD OF DECISION
                                                             SHE W, OPERABLE (NT 9
NAVAL AM STATION CECt FB0
UCKSONVUE, aOROA
;  i INCH •  no  ITCT

-------
.-• *.

   o
N)
00

Table 2-1



Surface Soil Contaminants




Rflnc
Frequency Range of ^ °
Analyte of Reporting r
Detection1 Limits ,° C€
tions
Semivolatie Organic Compounds (mg/kg)
Record of Decision
Site 14, Operable Unit 5
Naval Air Station Cecil Field
Jacksonville, Florida
o of Mean of
*ed Detected Background Rjsk-Based
(7 CZ?*' Concentrations' Concentrations'

Butylbenzylphthalate 3/7 0.395 to 0.59 0.049 to 1.7 0.69 NA 1,600
Di-n-butylphthalate 7/7 NA 2.9 to
9.0 6.0 ' NA 780
bis(2-Ethylhexyl)phthalate 3/7 0.395 to 0.59 0.056 to 1.3 0.49 NA 46
Pesticides and PCS* (mg/kg)

Endosulfanll 1/7 4 to 6 0.0006 0.0006 NA '47
Inorganic Analvtn (mg/kg)
Aluminum 7/7 NA <85* to

8,510 2,770 4,432 7,800
Barium 7/7 NA 1 to 5.1 3 14.4 550
Chromium 7/7 NA 0.59* to 7.9 2.8 7.8 '39
Copper 5/7 5 . 0.91* to 163 36 6.0 310
Iron 7/7 NA 79.9* to
2,480 510 1,486 2,300
Lead 5/7 0.6 2 to 7.4 4 197 I0400
Magnesium 2/7 i ,000 38.9 to
83.7 61.3 328 460,468
Manganese 4/7 3 0.71* to 2 1 22 180
Nickel 1/7 8 1.3 1.3 3.9 160
Potassium 3/7 1,000 13.5 to
Vanadium 7/7 NA 1.3 to
Total Recoverable Petroleum Hydrocarbons (TRPH) Img/kg)
TRPH 7/7 NA 26 to
41.1 23.5 102 1,000,000
9.1 2.8 6.3 55

93 44 NA NSC





Florida Soil
Cleanup
Goals'

15,000
7,300
48

'390

75,000
5,200
'290
NSC
NSC
500
NSC
370
1,500
NSC
490

"380





Analyte
HHCPC7
(Yes/No)

No
No
No

No

Yes
No
No
No
Yes
No
No
No
No
No
No

No





Reason7

S,G
S,G
S,G

S,G


B.S.G
S.G
S

B,S,G
B,S
B.S.G
S.G
S
S,G

G
See notes at end of table.

-------
•" r>
O m
59
                                                                 Table 2-1  (Continued)
                                                              Surface Soil Contaminants

                                                                     Record of Decision
                                                                   Site 14, Operable Unit 5
                                                                 Naval Air Station Cecil Field
                                                                     Jacksonville, Rorida
ro
(b
'  Frequency of detection is the number of samples in which the analyte was detected over the total number of samples analyzed (excluding rejected values).
1  The value indicated by an asterisk is the average of a sample and its duplicate. For duplicate samples having one nondetect value, one-half of the contract-required
quantification limit/contract-required detection limit is used as a surrogate concentration for results reported as nondetect.
1  The mean of detected concentrations is the arithmetic mean of all samples In which the analyte was detected. It does not include those samples with "R," "U," or "UJ"
validation qualifiers.
'  The background screening concentrations are from the NAS Cecil Field inorganic background data set.
*  For all chemicals except the essential nutrients (calcium, magnesium, potassium, and sodium), the U.S. Environmental Protection Agency (USEPA) Region III Risk-Based
Concentration (RBC) table for residential surface soil exposure per January 1993 guidance (USEPA, 1993) describes the process for screening. Actual values are taken from
the USEPA Region III RBC Table dated May 1996 (USEPA, 1996a), which are  based on an excess lifetime cancer risk of 10'' and an adjusted hazard quotient of 0.1. For the
essential nutrients, screening values were derived based on  recommended daily allowances (see Appendix B-1 of the General Information Report [ABB-ES, 1996]).
•  Values are from Rorida Department of Environmenfal Protection's (FDEP's)  memoranda titled, "Soil Cleanup Goals for Rorida" dated September 29, 1995 (FDEP, 1995), and
"Applicability of Soil Cleanup Goals for Florida" dated January 19, 1996 (FDEP, 1996). Note that they are also residential values.
7  Analyte was included or excluded from the risk assessment for the following reasons:
        B  « the maximum detected concentration did not exceed twice the arithmetic mean of detected concentrations at background locations and will not be considered
            further.
        S  = the maximum detected concentration did not exceed the risk-based screening concentration and will not be considered further.
        G  = the maximum detected concentration did not exceed the Rorida guidance concentration and will not be considered further.
'  The value is based on a mixture of endosulfan isomers.
'  The value is based on hexavalent chromium.
10 The value for lead Is based on the USEPA Office of Solid Waste and Emergency Response, "Revised Interim Soil  Lead Guidance for CERCLA Sites and  RCRA Corrective
Action Facilities" (USEPA, 1994) and assumes residential land use.
" The screening value is from FDEP's "Development of Risk-Based Soil Cleanup Target Levels,"  Chapter 62-770, Rorida Administrative Code, February 1997 (FDEP, 1997).

Notes:   The average of a sample and  its duplicate is used for all table calculations.
        Sample locations: CF14SS1, CF14SS2, CF14SS3, CF14SS4, CF14SS5, CF14SS6, CF14SS7.
        Duplicate sample locations: CF14SS1D.
        Background sample locations: CFBSS16, CFBSS17, CFBSS18, CFBSS19, CFBSS20, CFBSS21, CEFBSS9.
                 * •> see footnote 2.
                 HHCPC = human health chemical of potential concern.
                 mg/kg = milligrams per kilogram.
                 NA = not applicable.
                 PCB = polychlorinated biphenyt.
                                                              NO = not detected in background.
                                                              NSC = no screening concentration available.
                                                              R = rejected.
                                                              U = not detected.
                                                              UJ =  not detected.

-------
Groundwater. One VOC (toluene), one nitroaromatic (1,3,5-trinitrobenzene [TNB]),
and several inorganic chemicals were detected in groundwater samples (Table 2-2).
The concentrations  of  toluene, TNB,  and beryllium were below Florida drinking
water standards and  Florida groundwater guidance concentrations.  Thallium was
detected  in one  of three  groundwater samples  and  was  not detected  in  its
associated duplicate sample.   The concentration of thallium detected  in this one
sample, 3 micrograms per liter (^g/-?) ,  was slightly higher than its regulatory
value of 2 ng/£.  The  concentrations of iron,  aluminum, and manganese slightly
exceeded the Florida secondary drinking  water standards. However, the concentra-
tions of aluminum, beryllium, iron, manganese, and thallium were below the NAS
Cecil Field  inorganic  background concentrations.

Surface Water.  One VOC (acetone),  one  SVOC  (BEHP), one pesticide (endrin), and
several inorganic compounds were detected in surface water samples from the site
(Table 2-3).  Acetone was detected in similar  concentrations  in trip blanks and
does not appear to be associated with ordnance disposal activities at the site.
BEHP, a common laboratory contaminant, was detected in three out of four samples
at a maximum concentration of 43 j*g/i.   Endrin was detected in only one of four
samples, at a concentration only slightly exceeding the Florida Class  III surface
water quality standards (FSWS).  Three inorganic  chemicals  (aluminum, beryllium,
and zinc) were detected at concentrations greater than FSWS or other screening
criteria.   However,  aluminum and  beryllium  were below  the NAS  Cecil Field
inorganic background concentrations.

Sediment.    Two  VOCs  (acetone  and  2-butanone), several  SVOCs,   and  several
inorganics were detected in sediment samples collected from the drainage ditches
surrounding  the  site (Table  2-4).   Only some  detections of acenaphthalene and
BEHP exceeded the Florida sediment quality assessment guideline (SQAG) threshold
effect  level,  but the concentrations did not exceed  the  SQAG probable effect
level.


2.6  SUMMARY OF  SITE RJSKS.   The  BRA provides the basis for taking action and
indicates  the  exposure pathways  that need to  be addressed by remedial action.
It serves  as the baseline indicating what risks could exist if no action were
taken  at  the site.   This section of  the  ROD reports the results  of  the BRA
conducted  for Site  14.   Potential ecological and  human health  risks  were
identified for chemicals detected in surface soil, groundwater, and surface water
at Site 14.  However, for current and future  planned usage (as a managed forest),
risk levels  fall within or below the USEPA acceptable cancer risk  range of 10"*
to  10~6 and  below  the  noncancer hazard index of  1  (with  the exception of the
adult and child noncancer hazard indices for the  ingestion of groundwater).  Risk
levels  for  exposure to groundwater (cancer and noncancer risk for future land
use) and  surface water (cancer risk for current and future land use) exceeded
FDEP's  acceptable  cancer  risk of 10"6 and noncancer hazard index of 1.

Human Health Risk Assessment (HHRA) .  The purpose of the HHRA was  to characterize
the risks associated with the possible exposures  to site-related contaminants for
human receptors.  Potential health risks were evaluated under current and assumed
future  land-use conditions.  Results from the Site 14 HHRA are presented  in Table
2-5, Figures 2-4 through  2-8, and  summarized  below.

Surface Soil.  Risks to human health, for all  receptors,  fall below  the USEPA's
and FDEP's  acceptable  risk for both current and future land  use.

CEC-S14.ROO
FGW.07.98                                2-10

-------
6"
 ' o
  o
N>
Table 2-2
Groundwater Contaminants
Record of Decision
Site 14, Operable Unit 5
Naval Air Station Cecil Reid
Jacksonville, Florida
Analyte
Frequency
of
Detection'
Range of
Reporting
Limits
Range of
Detected Me
Concentrations)*)*
Background
an1 Screening
Concentrations4
Risk-Based
Concentrations'
Rorlda Guidance
Concentrations'
Analyte
HHCPC7
(Yes/No)
Reason7
Volatile Organic Compound* (j/g/J)
Toluene
Explo»lvM (j/a/l)
1 ,3.5-Trinltrobenzene
1/3
1/3
1 to 2
0.2 to 0.26
9
1.6»
9 NA
1.6 NA
75
0.18
40
50
No
Yes
S.G

Inorganic Analytn (j/g/l)
Aluminum
Barium
Beryllium
Calcium
Chromium
Cobalt
Iron
Magnesium
Manganese
Nickel
Potassium
Sodium
Thallium
Vanadium
Zinc
2/3
3/3
2/3
3/3
2/3
1/3
3/3
3/3
3/3
1/3
3/3
3/3
V3
2/3
1/3
200
200
5
5,000
10
50
100
5,000
15
40
5,000
5,000
10
50
20
578 to 7,230' 3,900 13,102
7.6 to 23.2 16.6 88.2
2.1 to 3.35*
2.7 3.5
230 to 3,870 1,890 81,075
2.1 to 6.9*
4.5 18
13.7* 13.7 12.8
786 to 4,960 2,850 7,760
477 to 1,180 820 10,000
21* to 84.2 51 96
11.8* 11.8 25
252(01,510 800 4,330
6,720* to 10,500 8,510 16,500
5.5*
2.6 to 9.1
5.5 13.3
5.9 20.2
34.5* 34.5 76.8
3,700
260
0.016
1,100,000
'18
220
1,100
119,000
84
73
300,000
39,000
0.29
26
1,100
200
2,000
4
NSC
'100
NSC
300
NSC
50
100
NSC
160,000
2
49
5,000
Yes
No
Yes
No
No
No
Yes
No
Yes
No
No
No
Yes
No
No

S,G,B

S
S,G,B
S

S,B

S.G.B
S,B
S.G

S.G.B
S.G.B
See notes at end of table.

-------
                                                                          Table 2-2 (Continued)
                                                                      Groundwater Contaminants
ro
                                                                              Record of Decision
                                                                            Site 14, Operable Unit 5
                                                                          Naval Air Station Cecil Reid
                                                                             Jacksonville, Rorida
' Frequency of detection is the number of samples in which the analyte was detected over the total number of samples analyzed (excluding rejected values).
1 The value indicated by an asterisk is the average of a sample and its duplicate.  For duplicate samples having one nondetect value, 1/2 the contract-required quantitation
limit/contract-required detection limit is used as a surrogate.
1 The mean of detected concentration is the arithmetic mean in  which the analyte was detected. H does not include those samples with "R," "U," or "UJ" validation qualifiers.
4 The background screening concentrations are from the MAS Cecil Field inorganic background data set.
' For all chemicals except the essential nutrients  (calcium, magnesium, potassium, and sodium), the U.S. Environmental Protection Agency (USEPA) Region III Risk-Based
Concentration (RBC) table for tap water exposure per January 1993 guidance (USEPA, 1993) describes the process for screening.  Actual values are taken from the USEPA
Region III RBC Table dated May 1996 (USEPA, I996a), which are based on an excess lifetime cancer risk of 10"° and an adjusted hazard quotient of 0.1. For the essential
nutrients, screening values were derived based on recommended daily allowances (see Appendix B-1  of the General Information Report [ABB-ES, 1996]).
' The values are from Rorida Department of Environmental Protection's (FDEP's) "Groundwater Guidance Concentrations" dated June 1994 (FDEP,  1994a).
7 Analyte was Included or excluded from, the risk  assessment for the following reasons:
        B  = the maximum detected  concentration did not exceed twice the arithmetic mean of detected concentrations at background  locations and will not be considered
            further.
        S = the maximum detected concentration did not exceed risk-based screening concentration and will not be considered further.
        G  = the maximum detected concentration did not exceed Rorida guidance concentration and will not be considered further.
' The value Is based on  hexavalent chromium.
9 The value is based on  trivalent chromium.

Notes:   The average of a sample and its duplicates is used for all table calculations.
        Sample locations: CF14MW1S through CF14MW3S
        Duplicate sample locations: CF14MW3SD
        Background sample  locations: CFBKMW1S through CFBKMW5S. CFBKMW7S. and CFBKMW8S. Duplicate at CFBKMW4SD.

        * = see footnote 2.
        HHCPC =  human health chemical of potential concern.
       fjg/t  = micrograms per liter.
        NA =  not applicable.
        NSC = no screening concentration available.
        ND « not detected in background.
        R  = rejected.
        U  = not detected.
        UJ =  not detected.

-------
:§
 D
                                                                       Table 2-3
                                                            Surface Water Contaminants
                                                                    Record of Decision
                                                                  Site 14, Operable Unit 5
                                                                 Naval Air Station Cecil Field
                                                                    Jacksonville,  Rorida
        Chemical
                                   Frequency
                                       of
                                   Detection'
Range of
Reporting
  limits
    Range of
    Detected
Concentrations!*)2
   Mean of
   Detected
Concentrations3
  Background
   Screening
Concentrations*
                                                                                                                     Region IV
                                                                                                                      Water
                                                                                                                      Quality
                                                                                                                    Standards'
  Florida
 Class III
 Surface
  Water
  Quality
Standards'
 Analyte
HHCPC?
(Yes/No)
Reason7
         Volatile Organic Compound* (pg//)
         Acetone                       1/4
         SamivoUtie Organic Compounds
         b»(2.Ethylbexy»)phth*l«t«       3/4            10           2 to 43
         Pe»ticid«« and PCB* (//g/l)
         Endrin                        1/4            0.1            0.0063
         lnorg«ntc Analvtaa (fiyll)
M       Aluminum                     4/4          NA          254 to 634
         Barium                        4/4          NA          6.7* to 12.9
         Beryllium                      1/4            5              2.16
         Calcium                       4/4          NA        1,050* to 11,000
         Copper                       3/4            25         5.7 to 10.2
         Iron                           4/4          NA          158 to 658
         Magnesium                    4/4          NA         553* to 1,040
         Manganese                    4/4          NA          7.7 to 44.1
         Nickel                         1/4            40              3.3
         Potassium                     3/4         5,000         64.6 to 141
         Sodium                       4/4          NA         2,290* to 4,080
         Vanadium                     2/4            50          2.1 to 2.5
         Zinc                          1/4            20             90.3
                                                                               16
                                                                                0.0063
                                                                              434
                                                                                9.7
                                                                                2
                                                                            3,900
                                                                                7.9
                                                                              432
                                                                              840
                                                                               18.5
                                                                                3.3
                                                                              104
                                                                            3,160
                                                                                2.3
                                                                               90.3
                                                                                                       NA

                                                                                                       NA

                                                                                                       NA

                                                                                                      1,040
                                                                                                      43.7
                                                                                                       2.2
                                                                                                     43,000
                                                                                                       7.4
                                                                                                      3,030
                                                                                                      5,580
                                                                                                      49.3
                                                                                                       20
                                                                                                      2,060
                                                                                                     12,180
                                                                                                       4.5
                                                                                                      51.4
                                                                                                              NS
                                                                         1.8
                                                                         0.76
                                                                      200
                                                                     2,000
                                                                       4
                                                                  1,055,398
                                                                     1,300
                                                                       300
                                                                   118,807
                                                                        50
                                                                       610
                                                                   297,010
                                                                   396,022
                                                                       NS
                                                                     5,000
                                                                                    NS
                                                                      0.0023

                                                                        NS
                                                                        NS
                                                                        0.13
                                                                        NS
                                                                       '500
                                                                        NS
                                                                        NS
                                                                        NS
                                                                        NS
                                                                        NS
                                                                        NS
                                                                        NS
                                                                       '1.0
                                                                Yes

                                                                Yes

                                                                No

                                                                Yes
                                                                No
                                                                Yes
                                                                No
                                                                No
                                                                Yes
                                                                No
                                                                No
                                                                No
                                                                No
                                                                No
                                                                Yes
                                                                Yes
                                                           R
                                                           S

                                                           S
                                                           S

                                                           S
                                                           S
                                                           S
                                                           S
                                                           S
                                                           R
                                                           R
See notes at end of table.

-------
                                                                 Table 2-3 (Continued)
                                                             Surface Water Contaminants
                                                                     Record of Decision
                                                                   Site 14, Operable Unit 5
                                                                 Naval Air Station Cecil Reid
                                                                     Jacksonville, Rorida
1  Frequency ol detection is the number of samples In which the analyte was detected over the total number of samples analyzed (excluding rejected values).
1A value indicated by an asterisk is the average of a sample and its duplicate. For duplicate samples having one nondetect value, 1/2 the contract-required quantitation
limit/contract-required detection limit is used as a surrogate.
1  The mean of detected concentrations is the arithmetic mean of all samples in which the analyte was detected.  It does not include those samples with "R," "U," or "UJ"
validation qualifiers.
4  Background screening concentrations are from the NAS Cecil Field inorganic background data set.
*  The value is from U.S. Environmental Protection Agency (USEPA) Region IV Water Quality Standards, dated January 1996 (USEPA, 1996b).  For essential nutrients (calcium,
magnesium, potassium, and sodium), the water quality values were derived based on recommended  daily allowances.
8  The values are from Rorida Administrative Code (FAC), Chapter 62-302, for Class III freshwater bodies (for recreational use) dated January 1, 1995 (FAC, 1995).  Only values
protective of human health were used for screening.,
7  Analyte was Included or excluded from'the risk assessment for the following reasons:
        S * the maximum detected concentration did not exceed the  Region IV Water Quality Standard and will not be considered further.
        R = no screening value is available; analyte is selected as  HHCPC.
'  The surface  water quality for this inorganic is hardness dependent.

Notes:   The average of a sample and its duplicate is used for all table calculations.
        Sample locations:  CF14SW1, CF14SW2, CF14SW3, CF14SW4
        Duplicate sample locations: CF14SW3SD

        Bold  <* compound was detected at concentrations that exceeded all screening criteria.
a
        * = see footnote 2.
        HHCPC = human health chemical of potential concern.
        fjg/l  = micrograms per liter.
        NA =  not applicable.
        NS »  no standard  available.
        PCB  = polychlorinated biphenyl.
        R = rejected.
        U = not detected.
        UJ  =  not detected.

-------

Table 2-4



Sediment Contaminants
Record of Decision
Site 14, Operable Unit 5

Naval Air Station Cecil
Reid


Jacksonville, Florida
Analytical Freqoufency
Parameter oMon*
Volatile Organic Compounds (ma/kq)
Acetone 4/4
2-Butanone 1/4
Semivolatie Organic ComDOimds (ma/ka)
Phenol 1/4
1,4-Dtchlorobenzene 1/4
1 ,2,4-Trichlorobenzene 1 /4
Acenaphthalerm 1/4
Diethylphthalate 3/4
Dimethylphthalate 1/4
Divj-butylphthalate 4/4
Butylbenzylphthalate 2/4
bM(2-Ethythexyt)phlhalate 2/4
Pyrene 1/4
Total Recoverable Petroleum Hydrocarbon*
TRPH 1/4
Inorganic Analvtes (ma/ka)
Aluminum 4/4
Barium 4/4
Chromium 4/4
Copper 4/4
Iron 4/4
Magnesium 1/4
Manganese 4/4
Nickel 1/4
Potassium 1/4
Vanadium 4/4
Range of
Lower Reporting
Limits

0.012 to 0.014
0.012 to 0.014

0.4 to 0.45
0.4 to 0.45
0.4 to 0.45
0.4 to 0.45
0.4 to 0.45
0.4 to 0.45
0.8 to 0.90
0.4 to 0.45
0.4 to 0.45
0.4 to 0.45
(TRPH) (ma/ka)
12 to 14

40
40
2
5
20
1,000
3
, 8
1,000
10
Range of
Detected
Concentrations

0.005 J to J0.0075 J
^.002 J

0.054 J
0.034 J
0.03 J
0.023 J
0.073 J to 2.4
30.02 J
41.9to*3.5
*0.065 J to 1.3
*0.015 J to 2.1
0.029 J

16 J

31 5 to 2,560
*0.86 to 3.1
0.69 to 3.1
0.80 to 0.94
85.9 to 444
57
0.48 to 2.4
1
20.3
0.53 to 2.4
FDEP
TEL

NC
NC

NC
NC
NC
0.00671
NC
NC
NC
NC
0.182
0.153

NC

NC
NC
52.3
18.7
NC
NC
NC
15.9
NC
NC
SQAG2
PEL

NC
NC

NC
NC
NC
0.0889
NC
NC
NC
NC
2.647
1.348

NC

NC
NC
160
108
NC
NC
NC
42.8
NC
NC
' Frequency of detection is the number of samples in which the compound was detected over the total number of
samples analyzed (CF14SD1, CF14SD2, CF14SD3. and CF14SD4, including a duplicate at CF14SD3).
1 FDEP. Approach to the Assessment of Sediment Quality in Florida Coastal Waters, November 1994 (FDEP, 1994b).
3 Average of sample and duplicate.




' Concentration values are from diluted samples.
Notes: Bold indicates parameter was detected at a concentration greater than SQAG-TEL guideline values.
FDEP = Rorida Department of Environmental Protection.
SQAG = sediment quality assessment guidelines.
TEL = threshold effect level.
PEL = probable effect level.
mg/kg = milligrams per kilogram.
J - estimated concentration.
NC = no criteria available.




















CEC-SM.ROD
FGW.07.98
                                                       2-15

-------
59
r\>
55
Table 2-5
Site 14 Risk Summary
Record of Decision
Site 14. Operable Unit 5
Naval Air Station Cecil Field
Jacksonville, Florida
Surface Soil G
, Fut
HI
Total Adult Trespasser 0.008 0.008
Total Adolescent Trespasser 0.01 0.01
Total Risk to Trespasser - -
Total Site Maintenance Worker 0.004 0.004
Total Excavation Worker 0.01 0.01
Total Occupational Worker - 0.02
Total Adult Resident - 0.07 2
Total Child Resident - 0.3 5
roundwater Surface Water
ure Land Use Current Land Use Future Land Use
| ELCR HI ELCR HI ELCR
0.02 8x10* 0.02 8x10""
0.02 5x10'e 0.02 5x10"*
NC 1x10'8 NC 1x10-8
_____
_____
_
1x10^ - - 0.04 2x10'
6x10' - - 0.08 1x10'
Total Risk to Resident - - NC 2X10"4 NC NC NC 3x10's
' No carcinogenic human health chemicals of potential concern were selected; therefore, ELCR was not calculated.
Notes: HI = hazard index.
ELCR = excess lifetime cancer risk.
NC = not calculated.
- = not analyzed.


-------
 •" o
 IP
 62
 .-" »
 si
to
                   0.01
                  0.001
        MOIL
        USEPA * U.S. Environmentil Protection Agtncy
                                                                                                                                U8EPA
                                                                                                                                TtvwMd
                                                                     Receptor
FIGURE 24
SURFACE SOIL NONCANCER RISK SUMMARY
RECORD OF DECISION
SITE 14, OPERABLE UNIT 5
                                                                                                            NAVAL AIR STATION CECIL FIELD
                                                                                                            JACKSONVILLE, FLORIDA
       H \HSWNCLDCECmflGJ4 PMS. STE1OXLS0713MIIH

-------
 •n o
 a m
 $9
 bi2
 .-J A
 10 '-a
to
CD
                      0.01
                     0.001
                   0.0001
s.
•3    0.00001
B>
w
o
J2
tr
«
o
o
             UJ
                 0.000001
                0.0000001
                        USEPA
                       Aoocptibto
                      •  Rbk
                        R*ng*
                                                                        Total Resident
                                                                          Receptor
         NOIL
         USEPA = U.S. Environmtntil Protection Agency
                                 FIGURE 2-5
                                 GROUNDWATER CANCER RISK
RECORD OF DECISION
SITE H, OPERABLE UNIT 5
                                                                                                               NAVAL AIR STATION CECIL FIELD
                                                                                                               JACKSONVILLE, FLORIDA
       H WSWINGLBCECIHFK3J.5 PM5. SITH142 XLS 071398h»«

-------
 6 2
  O
  o
ro
co
                       10
                  x
                  •o
                      0.1
                     0.01
                   0.001
         MOTE;
         USEPA«U.S. Environmental Protection Agency
                                              Adult Resident
                                                                        Receptor
FIGURE 24
GROUNDWATER NONCANCER RISK SUMMARY
                                                  Child Resident
RECORD OF DECISION
SITE 14, OPERABLE UNIT 5
                                                                                                               NAVAL AIR STATION CECIL FIELD
                                                                                                               JACKSONVILLE, RORIDA
       H \HSWINOLBCECIL\f K32-« PM5. STTE142.XLS 071388DM

-------
O m
59
s§
ro
o
            0
            O
           5
                     0.01
                   0.001
0.0001
o
U    0.00001 H
01
0)
o
           UJ
                0.000001
              0.0000001
                                           Total Trespasser
                                                                       Receptor
         MOIL
         USEPA = U.S. Environmentil Protection Agency
                           FIGURE 2-7
                           SURFACE WATER CANCER RISK SUMMARY
                                                                                                                USEPA
                                                                                                               Aco.fX.bt.
                                                                                                              "  Rtok
                                                                                                                Rang*
                                                                           Total Resident
                                                                                                   RECORD OF DECISION
                                                                                                   SITE 14, OPERABLE UNIT 5
                                                                                                              NAVAL AIR STATION CECIL FIELD
                                                                                                              JACKSONVILLE, FLORIDA
       H \HSWINGLE\CECIHFIG2-7 PM5. SITE142 XLS 07139«*iit

-------

ro
                    0.001
                      0.01
                                  Adult Trespasser           Adolescent Trespasser           Adult Resident               Child Resident
                                                                           Receptor
         USEPA - U.S. Environmental Protection Agency
FIGURE 2-8
SURFACE WATER NONCANCER RISK SUMMARY
                                                                                                                                        USEPA
                                                                                                                                        ThrtihoM
                                                                                                                                      DCuiranl Ri»k
                                                                                                                                      • Future Rnk
RECORD OF DECISION
SITE 14, OPERABLE UNIT 5
                                                                                                                   NAVAL AIR STATION CECIL FIELD
                                                                                                                   JACKSONVILLE, FLORIDA
       H \HSWINGLBCECIL\FIG2-8 PMS. SITE142 XLS 0713B8hn

-------
Groundwater.  Based on  the  future use scenario, an excess lifetime cancer risk
(ELCR) of 2  in  10,000  (2x10**) was identified due to the presence of beryllium
and a noncancer hazard  index  of 2 (adult resident) and 5 (child resident) were
identified due to the presence of thallium (these scenarios  are based on the use
of groundwater  from the shallow surficial aquifer as drinking water).   These
risks exceed USEPA and FDEP risk criteria.  However, the beryllium concentrations
in groundwater at Site 14 are  less than the State and Federal screening criteria
and  are  below  the  NAS  Cecil Field background  concentrations.    Thallium,  a
naturally occurring  element,  posed  a potential noncancerous  hazard to humans.
However, the  concentration  of thallium  in groundwater was  below  the  NAS Cecil
Field inorganic background  concentration.                                     ;

Other contributors to noncancer risk from exposure to groundwater  come from iron
and aluminum. These concentrations, however,  were also below the NAS Cecil Field
background values for groundwater.

Surface Water.  Risks to all human receptors  fall  within the USEPA's acceptable
risk range  for  both  current and future  land  use,  but exceeded  the FDEP target
risk of  IxlO"6.   The current  ELCR  associated with surface  water  (ingestion or
dermal contact) is IxlO'5 for an aggregate (combined adult and child) trespasser.
The future risk associated  with surface water  (ingestion or dermal contact) is
3xlO~5  for  an  aggregate  (combined adult and  child)  resident.   The  major
contributors  to this risk are BEHP and beryllium.   The site trespasser scenario
considers a  population  that utilizes the surface water  for activities such as
fishing, wading, or swimming.   Surface water occurs in the ditches  at Site  14 and
low areas on the site property. These areas do not contain  water  year round and
would not be  able to support  any sport fishing or other recreational use, such
as swimming  or wading.  The surface  water does pose a risk  to human health at
Site 14, but the exposure  to humans is unlikely due to the small amounts of
surface water actually  at the site and the minimal human activity at this site.
Additionally,  the  chemicals  (BEHP and beryllium)  that  pose  a  risk in surface
water were not detected in a follow-up sampling event.  These supplemental data
were not included in the risk  assessment.   Therefore,  the actual risk may be
overestimated.

Ecological Risk Assessment (ERA).  The purpose of the ERA was to characterize the
risks associated  with  the potential exposures to site-related contaminants at
Site 14  for  ecological  receptors.   Potential risks were evaluated  for selected
contaminants  at the site.  Results from the ERA indicated that the potential for
ecological  risk is minimal  to nonexistent.


2.7  DESCRIPTION OF THE NO ACTION ALTERNATIVE.  Based on the risk  assessment, no
unacceptable  human health or  ecological risks were identified at  Site 14, OU 5.
Therefore,  no  action  is  needed  and  no  other  remedial  alternatives  were
considered.

Under the No Action  alternative, no  treatment  will be performed.    According to
the CERCLA  regulations, Section 121, if no action is the preferred action, no
applicable  or relevant  and  appropriate requirements apply  to the  site.

Because  Site  14, OU 5 , poses no unacceptable  risk and the No Action alternative
is warranted, it does satisfy the  CERCLA  criteria.  The No Action  alternative is
intended to be the final action.   This  solution is  meant  to be  permanent and

CEC-S14.ROD
FGW0798                                2-22

-------
effective in both the long and short term.  The No Further Action decision is the
least-cost  option with no  capital,  operating,  or  monitoring  costs  and  is
protective of human  health and the environment.

2.8  DOCUMENTATION OF SIGNIFICANT CHANGES.  No significant changes  have been made
to this decision for No Further Action at  Site 14,  OU 5.
CEC-S14.ROD
FGW.07.98                                2-23

-------
                                  REFERENCES
ABB  Environmental  Services,  Inc.   (ABB-ES).  1992.   Technical  Memorandum for
     Supplemental Sampling,  Operable Units  1, 2, and  7, Naval Air Station Cecil
     Field, Jacksonville, Florida. Prepared for Department of the Navy, Southern
     Division, Naval Facilities Engineering Command  (SOUTHNAVFACENGCOM) ,  North
     Charleston, South Carolina.

ABB-ES. 1996. Draft  General  Information Report for  NAS  Cecil  Field, Jackson-
     ville, Florida.  Prepared for  Department  of  the Navy,  SOUTHNAVFACENGCOM,
     North Charleston, South Carolina.

ABB-ES. 1997a. Remedial Investigation,  Operable Unit 5,  Sites 14 and 15,  Naval
     Air Station Cecil Field, Jacksonville, Florida.   Prepared for Department of
     the Navy, SOUTHNAVFACENGCOM, North Charleston,  South Carolina (October).

ABB-ES. 1997b.  Feasibility  Study,  Operable  Unit 5,  Naval  Air  Station  Cecil
     Field,  Jacksonville,  Florida.    Prepared for  Department  of  the  Navy,
     SOUTHNAVFACENGCOM,  North Charleston, South Carolina (November).

ABB-ES. 1998. Proposed Plan  for Remedial Action, Naval Air Station Cecil Field,
     Site  14, Blue  Ordnance Disposal  Area,  Operable  Unit  5.  Prepared for
     Department of the Navy, SOUTHNAVFACENGCOM,  North Charleston, South Carolina
     (April).

Envirodyne  Engineers.  1985.  Initial   Assessment  Study,  NAS  Cecil  Field,
     Jacksonville, Florida.   Prepared for Department of the Navy, SOUTHNAVFAC-
     ENGCOM, North Charleston, South Carolina.

Florida  Administrative  Code.  1995.  Chapter  62-302.   Tallahassee,  Florida
     (January).

Florida Department of  Environmental Protection  (FDEP). 1994a.  "Groundwater
     Guidance Concentrations." (June).

FDEP. 1994b. Approach to the Assessment of Sediment  Quality in Florida Coastal
     Waters. McDonald Environmental Services. Ltd.  Ladysmith, British Columbia
     (November).

FDEP. 1995. Memorandum:  "Soil Cleanup Goals for Florida." Tallahassee, Florida
     (September 29).

FDEP.  1996.  Memorandum: "Applicability of Soil  Cleanup Goals  for Florida."
     Tallahassee, Florida (January 19).

FDEP. 1997. "Development of  Risk-Based  Soil Cleanup Target Levels." Chapter 62-
     770, Florida Administrative Code.  Tallahassee,  Florida (February).

Harding Lawson Associates.  1988.  RCRA Facility Investigation, NAS Cecil Field,
     Jacksonville, Florida.   Prepared for Department of the Navy, SOUTHNAVFAC-
     ENGCOM,  North Charleston, South Carolina.
CEC-S14.ROD
FGW.O7.98                               Ref-1

-------
                             REFERENCES  (Continued)


Southern Division,  Naval  Facilities  Engineering Command.  1989. NAS Cecil Field
     Master Plan.  (November).

U.S. Environmental  Protection  Agency (USEPA).  1990. National Oil and Hazardous
     Substances  Pollution  Contingency  Plan,   Final Rule.  40  Code  of Federal
     Regulation, Part  300.  Federal Register,  55(46):8718.  (March 8, 1990).

USEPA. 1993. Region III Risk-Based Concentration Table  for residential surface
     soil per January 1993 guidance,  "Selecting Exposure Routes and Contaminants
     of Concern by  Risk-Based  Screening,"  EPA/903/R-93-001.

USEPA.  1994.  "Revised  Interim Soil  Lead  Guidance  for CERCLA Sites  and RCRA
     Corrective Action Facilities."  Directive No.  9335.4-12.  Office of Solid
     Waste and Emergency  Response. Washington, D.C.

USEPA.  1996a.  Region  III  Risk-Based Concentration Table. USEPA  Region III.
     (May 30).

USEPA. 1996b. Region IV Water  Quality Standards. Atlanta,  Georgia (January).

U.S. Geological Survey. 1996. "Ground-Water Flow in the Surficial Aquifer System
     and Potential  Movement of Contaminants from Selected Water-Disposal Sites
     at Cecil  Field Naval Air Station, Jacksonville, Florida."  Administrative
     release.
CEC-S14.ROD
FGW.07.98                                Ref-2

-------
     ATTACHMENT A




RESPONSIVENESS SUMMARY

-------
A public comment on the Site 14 Proposed Plan was received by the PAD at  Cecil
Field.  The comment was from Mrs. Frances Tabbott, 3544 Alcoy Road.  Apparently
her property  is  located east of Yellow Water  Weapons area, at  least 2  miles
directly related to Site 14.  There were several parts to the comment, but  the
only part is as follows:

Mrs.  Tabbot experienced some flooding on her property  and is concerned that  she
may experience some sort of groundwater or  surface water contamination from Site
14 on her property.

Response:  Surface water at  Site  14 has been observed  to be present as standing
water in  ditches  surrounding  the site.  Water is  not present  in the ditches
throughout  the  year and  surface  water flow  away  from  Site  14  has  not been
observed.   The area around Site 14 is  flat  and swampy and ditches  are  not
connected to any surface water drainage system.  Based on the USGS groundwater
flow model, Site 14 is a recharge area and groundwater flow is downward to  the
Floridan Aquifer.  No lateral flow away from Site 14  is expected.

No contaminants were detected at concentrations which generate an unacceptable
human health  risk per USEPA risk  assessment  criteria.   Therefore no further
remedial action is proposed for Site 14.

Based on  these physical and chemical observations,  it is not anticipated that
Mrs.  Tabbot's property will be impacted by surface water or groundwater from Site
14.
CEC-S14.ROD
FGW.07.98                                A-1

-------