EPA/ROD/R04-94/196
1994
EPA Superfund
Record of Decision:
USN AIR STATION CECIL FIELD
EPA ID: FL5170022474
OU02
JACKSONVILLE, FL
09/30/1994
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Text:
1.0 DECLARATION FOR THE INTERIM RECORD OF DECISION
1.1 SITE NAME AND LOCATION. The site name is Oil Disposal Area Northwest
5, Operable Unit (OU) 2 at Naval Air Station (NAS) Cecil Field in Jacksonv
Florida. Site 5 is located east of Perimeter Road and to the west of Lake
Fretwell. Site 5 is combined with Site 17 as OU 2 at NAS Cecil Field due
their proximity and similarity as waste oil and fuel disposal sites.
1.2 STATEMENT OF BASIS AND PURPOSE. This decision document presents the
selected interim remedial action for source control at Site 5, the Oil Dis
Area Northwest. The selected interim remedial action was chosen in accord
with the requirements of the Comprehensive Environmental Response, Compens
and Liability Act (CERCLA), as amended by the Superfund Amendments and
Reauthorization Act (SARA) of 1986, and the National Oil and Hazardous Sub
Pollution Contingency Plan (NCP, 40 Code of Federal Regulations [CFR] 300)
decision document explains the factual basis for selecting the interim rem
Site 5 and the rationale for the final decision. The information support!
interim remedial action decision is contained in the Administrative Record
this site.
The purpose of the interim remedial action is to provide source control at
5. During this action contaminated soil and free product will be removed.
will prevent further migration of contaminants to groundwater and reduce h
risks from direct contact exposure to contaminated surface soils. The U.S
Environmental Protection Agency (USEPA) and the Florida Department of
Environmental Protection (FDEP) concur with the selected interim remedy.
1.3 ASSESSMENT OF THE SITE. Actual or threatened releases of hazardous
substances from the site, if not addressed by implementing the response ac
selected in the Interim Record of Decision (IROD), may present an imminent
substantial endangerment to public health, welfare, or the environment as
result of concentrations of contaminants in soil and groundwater in excess
health-based levels.
1.4 DESCRIPTION OF THE SELECTED REMEDY. The preferred alternative for so
control at Site 5 is Alternative RA-2, excavation and onsite biological tr
of contaminated soil, which was developed and evaluated in the Focused
Feasibility Study (FFS). Alternative RA-2 would involve the following tas
u Clear and prepare the site.
u Excavate and separate petroleum-contaminated soil and free-product
saturated soil during seasonal low water table.
u Remove free product from free-product-saturated soil.
u Transport soil formerly saturated with a free-product to an offsit
treatment and disposal facility.
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u Treat petroleum-contaminated soils onsite in a constructed biological
treatment area.
u Collect and analyze samples from the open excavation to verify the
attainment of the cleanup criteria.
u Backfill the site with treated soil.
u Restore the site.
The preferred alternative uses biological methods to treat petroleum-conta
soil. The technology creates the best possible conditions for growth of m
ganisms. The microscopic organisms degrade the petroleum constituents fou
the contaminated soil. To promote biological activity, soil from the exca
is placed on a constructed treatment pad, supplied with water and nutrient
mixed using farm equipment. The technology has been shown to be effective
treatment of petroleum-contaminated soils. Treatment specifics including
confirmatory sampling program will be provided in subsequent design docume
The Navy estimates that the preferred alternative would cost $1.6 million
would take approximately 14 months to complete.
1.5 STATUTORY DETERMINATIONS. This interim action is protective of human
and the environment, complies with Federal and State applicable or relevan
appropriate requirements (ARARs) for this limited-scope action, and is cos
effective. Although this interim action is not intented to fully address
statutory mandate for permanence and treatment to the maximum extent pract
this interim action uses treatment and, thus, is in furtherance of that st
mandate. Because this action does not constitute the final remedy for all
at the site, the statutory preference for remedies that employ treatment t
reduces toxicity, mobility, or volume as a principal element, although par
addressed in this remedy, will be further addressed by the final response
Subsequent actions are planned to address fully the threats posed by the
conditions at this site.
Because this is an IROD, review of this site and of this remedy will be on
as the Navy continues to develop final remedial alternatives for this site
this OU.
1.6 SIGNATURE AND SUPPORT AGENCY ACCEPTANCE OF THE REMEDY.
Captain Kirk T. Lewis
Commanding Officer, NAS Cecil Field Date
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2.0 DECISION SUMMARY
2.1 SITE NAME, LOCATION, AND DESCRIPTION. NAS Cecil Field is located 14
southwest of Jacksonville in the northeastern part of Florida. Most of NA
Field is located within Duval County; however, part is located in the nort
part of Clay County
NAS Cecil Field was established in 1941 and provides facilities, services,
material support for the operation and maintenance of naval weapons, aircr
and other units ot the operating forces as designated by the Chief of Nava
Operations. Some of the tasks required to accomplish this mission include
operation of fuel storage facilities, performance of aircraft maintenance,
maintenance and operation of engine repair facilities and test cells for t
jet engines, and support of special weapons systems.
Site 5 is located east of Perimeter Road and to the west of Lake Fretwell,
shown on Figure 2-1. Site 5 is combined with Site 17 as OU 2 at NAS Cecil
due to their proximity and similarity as waste oil and fuel disposal sites
Site 5 covers an area of approximately 2 acres as shown on Figure 2-2. Li
wastes consisting of waste oil and fuel were disposed in a pit and allowed
evaporate and drain into the soil. Visible staining of soil is evident at
site and a distinct petroleum odor exists when soil is disturbed. Site 5
primarily vegetated with grasses and slash pines; however, areas of the si
void of vegetation. The area north of the site is wooded. The site is fl
a small gradient towards the east. Currently, surface waters drain wester
a ditch chat parallels Perimeter Road, easterly to Lake Fretwell, and sout
to a stream that runs along the southern border of the site. A small berm
western and southern borders of the site may intercept such flow at the si
direct it easterly to Lake Fretwell (Harding Lawson Associaces, 1988). Sh
groundwater is also intercepted by the stream, which ultimately discharges
Lake Fretwell approximately 900 feet to the east of the site (Envirodyne
Engineers, 1985). There is some construction debris (i.e., bricks and con
on the north side of the site that may be the result of disposal or the lo
of a former structure (Harding Lawson Associates, 1988), and east of the s
steel tanks have been deposited on the ground surface.
The land adjacent to the site is primarily wooded with a wetland located t
east of the site (see Figure 2-2). There is no development on, or current
of, adjacent lands. The nearest base housing is located approximately 3,0
northeast of the site.
2.2 SITE HISTORY AND ENFORCEMENT ACTIVITIES. Disposal was conducted at S
5 in the 1950's. Unknown quantities of waste fuel and oil were dumped at
site. Based on the appearance of the soil and the odor still present at t
site, waste liquids may have been disposed at the site more recently than
1950's (Envirodyne Engineers, 1985). Solvents, paints, and paint thinners
have also been mixed with waste oils and disposed at the site; however, sp
records of such disposal are not available (Envirodyne Engineers, 1985).
disposal pit can be seen on 1969 aerial photographs. To date there have b
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enforcement activities at the site.
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2.3 PREVIOUS INVESTIGATIONS. Previous investigative activities completed
Site 5 include an Initial Assessment Study (IAS) (Envirodyne Engineers, 19
a Resource Conservation and Recovery Act (RCRA) Facility Investigation (RF
(Harding Lawson Associates, 1988), and a Remedial Investigation (RI) (ABB
Environmental Services, Inc. [ABB-ES], 1991-93). The results of these
investigation are summarized below.
Initial Assessment Study. The IAS was performed in 1985 by Envirodyne Eng
to identify waste sites at NAS Cecil Field that warranted further investig
The study included an investigation of historical data and aerial photogra
well as field inspections and personnel interviews. A total of 18 sites w
identified as a result of the IAS, including Site 5.
RCRA Facility Investigation. The RFI was performed in 1988 by Harding Law
Associates. Field investigations completed at Site 5 included a geophysic
survey using a magnetometer, the installation of two monitoring wells, and
sampling and analyses of groundwater, sediment, surface water, and soil sa
The geophysical survey identified anomalies associated with construction d
in the woods in the northeast corner of the site.
Soil was found to be contaminated with ethylbenzene, methylene chloride, t
polychlorinaced biphenyl (PCB) Aroclor-1260, and lead (12 micrograms per k
(ug/kg), 22 ug/kg, 580 ug/kg, and 14 milligrams per kilogram (mg/kg) maxim
respeccively). The sediment sample contained methylene chloride at 43 ug/
Groundwater contained bis(2-ethylhexyl)phthalate, naphthalene, 2-
methylnaphthalene, and lead at concentrations as high as 13 micrograms per
(ug/1), 10 ug/1, 10 ug/1, and 49 ug/1, respectively. No contaminants were
detected in the surface water.
Remedial Investigation (RI), 1991. Additional sampling of environmental m
was conducted as part of an RI by ABB-ES, during the fall of 1991 and spri
1992. These investigations included: ground penetrating radar surveying,
groundwater headspace screening, piezocone surveying, surface water and se
sampling, soil sampling, monitoring well installation, groundwater samplin
hydraulic conductivity testing, and collection of groundwater elevation da
The results from these investigations have been summarized in the Technica
Memorandum for Supplemental Sampling at Operable Units 1, 2, and 7 (ABB-ES
1992). A synopsis of these activities for Site 5 is provided below.
Groundwater Headspace Screening. Six groundwater headspace screening anal
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were conducted. Maximum concentrations of 1,1,1-trichloroethane (1,1,1-TC
trichloroethene (TCE), and tetrachloroethene (PCE) detected were 0.4 ug/1,
ug/1, and 0.01 ug/1, respectively.
Piezocone Survey. Two piezocone sampling probes were installed to 53 feet
land surface (bis). Interpretation of piezocone data indicates silty to c
fine sand, fine sand, and cemented sand to hardpan.
Surface Water and Sediment Sampling. Surface water and sediment samples w
collected upstream and downstream of Site 5 in the drainage ditch along th
southern border of the site. In the upstream sediment sample, bis (2-
ethylhexyl)phthalate and di-n-butylphthalate were detected at concentratio
50 ug/kg and 56 ug/kg, respectively. In the downstream sediment sample, t
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polychlorinated biphenyl (PCB) Aroclor-1260 was detected at 92 ug/kg. Mer
was detected in the upstream surface water sample at 4.61 ug/1.
Soil Sampling. Volatile organic compounds (VOCs) detected in samples coll
during soil borings at the site include benzene, ethylbenzene, toluene, TC
xylene. Semivolatile organic compounds (SVOCs) detected include 4-methylp
dibenzofuran, naphthalene, phenol, 2-methylphenol, 2-methylnaphthalene, an
bis(2-ethylhexyl)phthalate. Total recoverable petroleum hydrocarbons (TRP
were detected in all samples.
Installation of Monitoring Wells. Five monitoring wells were installed at
5 to monitor groundwater quality and contaminant migration in the surficia
aquifer.
Groundwater Sampling and Analyses. Groundwater samples were collected fro
five newly installed wells. VOCs detected included acetone, 2-butanone, a
toluene. SVOCs detected included 4-methylphenol, benzoic acid, naphthalen
phenol, 2-methylnaphthalene, and bis(2-ethylhexyl)phthalate. Lead and chr
were also detected at levels that exceed Florida Drinking Water Quality St
(Chapter 17-3.404, Florida Administrative Code [FAG]). TRPH was detected
samples with a maximum detected concentration of 160 milligrams per liter
Hydraulic Conductivity Testing and Water Level Elevations. Slug tests wer
performed in three wells at Site 5 to determine hydraulic conductivity. A
hydraulic conductivity for the shallow aquifer at Site 5 ranged from 0.58
per day (ft/day) to 0.91 ft/day. Water level measurements were collected
November 1991 and April 1992.
Remedial Investigation (RI), 1993. Additional sampling and analytical eff
were performed at Site 5 in 1993 by ABB-ES. These activities included sur
soil sampling, subsurface soil sampling, installation of additional monito
wells, and groundwater sampling.
Surface Soil Sampling. Surface soil sampling consisted of collecting samp
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both onsite and offsite analyses. Samples analyzed onsite were referred t
screening samples and were collected from 133 locations across a comprehen
grid covering the site on 40-foot centers. Based on results of the screen
the locations for samples for offsite analyses, referred to as confirmator
samples, were selected. Thirty-one surface soil locations were selected f
confirmatory sampling. Confirmatory sample results were not available for
interim action process. Table 2-1 presents a summary of compounds detecte
surface soil screening samples.
Subsurface Soil Sampling. Subsurface soil sampling consisted of collectio
screening and confirmatory samples. Initially, 36 screening soil borings
installed and 2 soil samples from different depths were analyzed from each
boring. Eighteen additional boring locations were selected for confirmato
sampling, and two samples were collected and analyzed from each boring. E
of these borings were subsequently completed as monitoring wells. Analyse
performed on soil samples were the same as for surface soil samples descri
above. Table 2-1 presents a summary of compounds detected in subsurface s
samples.
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Table 2-1
Contaminants Found in Surface Soil and Subsurf
Interim Record of Decision
Oil Disposal Area Northwest, Site
NAS Cecil Field, Jacksonville, F
Subsurface Soils
Volatile Organic Compounds
Acetone
Methylene chloride
2-Butanone
Carbon disulfide
Chloroform
1,2-Dichloroethene (total)
2-Hexanone
4-Methyl-2-pentanone
Benzene
Toluene
Ethylbenzene
Total xylenes
Chlorobenzene
Trichloroethene
Pesticides and Polychlorinated Bipheny
beta-benzene hexachloride
Dieldrin
4,4-dichlorodiphenyldichloroethene
4,4-dichlorodiphenyltrichloroethene
alpha-Chiordane
gamma-Chiordane
Methoxychlor
Aroclor-1260
Semivolatile Organic Compounds
Phenol
2-Methylphenol
4-Methylphenol
Inorganics
Calcium
Cobalt
Copper
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2,4-Dimethylphenol Magnesium
Pentachlorophenol Potassium
Benzoic acid Thallium
Naphthalene
2-Methylnaphthalene
Acenaphthalene
Dibenzofuran
Di-n-butylphthalate
Di-n-octylphthalate
Diethylphthalate
Fluorene
Phenanthrene
Anthracene
Carbazole
Fluoranthene
Pyrene
Benzo(a)anthracene
Chrysene
bis(2-Ethylhexyl)phthalate
Benzo(b)fluoranthene
Benzo(a)pyrene
Indeno(1,2,3-cd)pyrene
Dibenz(a,h)anthracene
Benzo(g,h,i)perylene
Total recoverable petroleum
hydrocarbons
Notes: Surface soil results are available for field screening samples onl
number of
chemicals. More extensive sample results will be available in the
(RI/FS)
for operable unit (OU) 2.
Surface soil samples were collected from 0 to 6 inches below land
collected
at 2-foot intervals from, 0 to 8 feet below land surface.
Contaminants listed were found during the 1991 and 1993 Remedial I
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Groundwater Sampling. The 36 screening soil borings mentioned above were
extended into the aquifer and groundwater screening samples were collected
2- to 6-foot zones at various depths to provide a better characterization
groundwater contamination. Based on the results of the groundwater screen
samples, 23 additional monitoring wells were installed. Groundwater sampl
collected at each of the monitoring wells and analyzed for target compound
(TCL) VOCs, TCL SVOCs, target analyte list (TAL) inorganics, and TRPH.
Free Product Investigation. Free product was observed in two monitoring w
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during sampling. To estimate the depth and extent of free product, a bail
test was performed in one of the wells and 13 temporary well points were
installed around the wells with product. Free product was observed in fou
the well points. Groundwater and free produce elevations at all well poin
observed for approximately 4 weeks. The estimated volume of free produce
at the site is 300 gallons.
2.4 HIGHLIGHTS OF COMMUNITY PARTICIPATION. The FFS report and Proposed P
were completed and released to the public on August 12, 1994. A public me
was held on August 25, 1994, to present information on the proposed interi
remedial action at Site 5 and to solicit comments on the proposed cleanup.
documents and other Installation Restoration program information are avail
for public review in the Information Repository and Administrative Record.
repository is maintained at the Charles D. Webb Wesconnett Branch of the
Jacksonville Public Library in Jacksonville, Florida. The notice of avail
of these documents was published in The Florida Times Union on August 11,
21, and 24, 1994.
A 30-day public comment period was held from August 12, 1994 to September
1994. At the public meeting on August 25, 1994, representatives from NAS
Field, USEPA, FDEP, and the Navy's environmental consultants presented
information on the remedial alternatives and answered questions regarding
proposed interim remedial action at Site 5. No written comments were rece
during the public comment period; however, questions asked during the publ
meeting are summarized and addressed in Appendix A, Responsiveness Summary
2.5 SCOPE AND ROLE OF INTERIM REMEDIAL ACTION. Investigations at Site 5
indicated the presence of free product and soil contamination from past oi
disposal. The purpose of this interim remedial action is to remove the so
of contamination to groundwater and reduce potential human health and ecol
risk at Site 5. Based on previous investigations the following interim re
action objectives were established for Site 5:
clean up contamination in the unsaturated soil above the water tab
reduce the source of contaminants to groundwater,
remove free product to reduce the source of contamination to groun
water, and
clean up contaminated surface soil to reduce health risks from dir
contact exposure.
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Upon completion of the overall Remedial Investigation and Feasibility Stud
(RI/FS) for OU 2, the need for remedial action to address groundwater con-
tamination will be evaluated. This IROD addresses interim source control
control of contaminants from deposited wastes that may migrate and pose ri
human health and the environment) at Site 5. It is believed that this int
action is consistent with any future remedial activities that may take pla
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the site.
2.6 SITE CHARACTERISTICS. Characteristics of Site 5 are summarized below
Geology and Hydrogeology. The subsurface at Site 5 is composed primarily
and silty sand to approximately 56 feet bis. Below 56 feet there are vary
layers of sand and clay and, eventually, a layer of dolomite at about 101
bis. The surficial aquifer system extends from the water table to the fir
layer approximately 56 ft bis. The hydraulic conductivities for the soils
estimated to range from 0.58 foot per day (ft/day) to 0.91 ft/day. The el
of the groundwater table is highly seasonable, ranging from 1 foot to 7 fe
Groundwater is interpreted to flow to the southeast.
Soil Contamination. Soils contain organics typical of fuels (e.g., toluen
ethylbenzene, and xylenes) and aged waste oils (phenols, polynuclear aroma
hydrocarbons [PAHs], and TRPH). In addition, several samples included
detections of PCBs with the maximum concentration detected being 4 mg/kg.
majority of the PCB concentrations detected were below 1 mg/kg and are loc
within the TRPH contamination. Potential PCB concentrations of soils satu
with free product are discussed in greater detail under the free product
paragraph of this section. Trichloroethene was detected in five samples a
maximum concentration of 1.2 mg/kg. Pesticides were detected in five samp
ranging from 0.00067 mg/kg dieldrin to 0.0045 mg/kg of 4,4-dichlorodipheny
trichloroethene (4,4-DDT). TRPH results present the best characterization
extent of contamination at Site 5. The volume of soil containing TRPH
contamination greater than 50 mg/kg was estimated to be 16,300 cubic yards
Inorganic soil concentrations for 11 metals had exceedences greater than 2
the average detected concentrations in background samples for NAS Cecil Fi
Inorganics in the soils at Site 5 may be contributing to detected inorgani
groundwater concentrations above primary maximum contaminant levels (MCLs)
With the exception of one sample, inorganic and organic concentrations are
than would be necessary for soil to show a hazardous waste characteristic
would fall below Toxicity Characteristic Leaching Procedure [TCLP] regulat
levels). The one exception had a detected lead concentration of 109 mg/kg
all the lead were extracted by the TCLP extraction procedure, it would res
a leachate concentration of 5.45 mg/1, which exceeds the TCLP regulatory 1
for lead of 5 mg/1. It is unlikely that the TCLP would actually extract a
the lead from the sample.
Groundwater Contamination. Groundwater results from the 1991 RI sampling
contamination with chlorinated solvents only, with TCE being the highest d
compound (1,300 ug/1 detected in the headspace) however, benzene, toluene,
ethylbenzene, and xylene (BTEX) analyses were not conducted due to the
malfunction of the flame ionization detector (FID). Results from the 1993
groundwater sampling and analyses show the presence of BTEX compounds, pet
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related VOCs and SVOCs, TRPH, and inorganics. A non-aqueous phase liquid
or free product, has been observed at Site 5 directly above the water tabl
is described further below. In review of the groundwater analyses at Site
following chemicals were found in at least one sample at a concentration a
the Florida primary MCLs: benzene, trichloroethene, naphthalene, 2-
methylnaphthalene, bis(2-ethylhexyl)phthalate, TRPH, arsenic, beryllium, c
chromium, and lead. A complete evaluation of the distribution of groundwa
contamination is not presented in this IROD but will be included in the RI
OU 2 .
Free Product. The thickness of free product was estimated to be 10 inches
volume of free product was estimated to be 300 gallons. The product was a
by the city of Jacksonville and found to contain 28 milligrams per liter (
of PCBs. A sample of the product was also collected for a gas chromatogra
fingerprint analysis. The fingerprint analysis indicated that the product
closely resembles kerosene or jet fuel (ABB-ES, 1993). No sample of the f
product has been analyzed to quantify concentrations of specific constitue
other than PCBs.
2.7 SUMMARY OF SITE RISKS. The purpose of this Interim Remedial Action i
clean up the source of contamination to groundwater at Site 5; namely, the
petroleum hydrocarbon-contaminated soil and the free product. Results of
field investigations indicate petroleum hydrocarbon contamination in and a
the location of the former disposal pit and approximately 300 gallons of f
product floating on the water table. This contamination is a continuing s
of groundwater contamination and also represents a potential human health
environmental risk.
The decision to clean up any remaining contamination at the site (i.e., gr
water, remaining soil, and sediment) will be made upon finalization of the
baseline risk assessment, and FS. A baseline risk assessment will be comp
as part of the overall RI for OU 2. The RI, baseline risk assessment, and
scheduled for completion during the first quarter of 1995.
Cleanup levels were established for the site to estimate the volume of soi
requiring treatment. Petroleum hydrocarbon was chosen as the main paramet
which to base the cleanup level. The majority of the other detected compo
are located within the area defined by the petroleum hydrocarbon cleanup 1
These compounds will be treated along with the petroleum hydrocarbons.
The specific cleanup level for petroleum hydrocarbon is 50 mg/kg. This le
equivalent to that published in the Florida Regulations for Thermal Treatm
Petroleum Contaminated Soils. The estimated volume of soil containing pet
hydrocarbon concentrations greater than 50 mg/kg is 16,300 yd3.
The State of Florida has adopted the Federal guidance on establishing heal
based cleanup levels for PCBs in soils. The Guidance on Remedial Actions
Superfund Sites with PCB Contamination (USEPA, 1990) states that the risk
remaining after remediation should generally fall within the range of 10-4
individual excess cancer risk. Based on the standard exposure assumptions
associated with residential land use, concentrations of 0.1 part per milli
(ppm) to 10 ppm PCBs will generally fall within the protective range. A
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concentration of 1 ppm PCBs equates to approximately a 10-5 excess cancer
assuming no soil cover or management controls. Data collected from the 19
1993 investigations is summarized below:
PCB Detection Concentration Concentration
Frequency Range (mg/kg) Average (mg/kg
Surface Soils
Subsurface Soils
16/33
35/52
0.006 to 4.0
0.008 to 1.5
0.827
0.477
Note: Eight of the 51 detections were greater than or equal to 1.0
per kilogram (mg/kg) or part per million (ppm).
The cleanup level for PCBs for this interim remedial action is 1 mg/kg. T
indicates that all PCB detections in soil fall within the acceptable risk
and that the average PCB concentration in soil are below the cleanup level
mg/kg and therefore, do not require treatment for PCBs. Free product and
saturated with free product will be handled as outlined in Section 2.10.
2.8 DESCRIPTIONS OF ALTERNATIVES. Table 2-2 presents a description of th
alternatives evaluated for Site 5. The alternatives are numbered to corre
with the alternatives provided in the FFS report (available at the Informa
Repository) .
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Table 2-2
Alternatives Evaluated for Interim Remedial Action at Site
Interim Record of Decision
Oil Disposal Area Northwest, Site 5, OU 2
NAS Cecil Field, Jacksonville, Florida
Alternative
RA-4:
offsite
Alternative RA-1:
excavation and offsite
thermal treatment of
contaminated soil.
Alternative RA-2:
excavation and on
biological treatm
contaminated soil
Soil Treatment
Method
u Excavate
contaminated soil.
u Excavate
contaminated s
soil.
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and
product
u Separate free product
and transport for
offsite treatment and
disposal.
disposal.
u Transport
contaminated soil to
offsite thermal
treatment facility.
u Backfill with clean
soil.
cistern
u Separate free
product and
transport for
treatment and
u Treat soil bio
onsite.
u Backfill with
soil.
Activities
Common to all
Activities
Cost
u Clear and prepare site
u Monitor treatment performance
u Demobilize and restore site to previous condi
$4,960,000 $1,597,000
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Three of the alternatives (RA-1, RA-2, and RA-4) include excavation of 16,
of soil. Three of the alternatives (RA-1, RA-2, and RA-3) include treatme
technologies to reduce TRPH contamination. Evaluation of the no action
alternative, typically required in a Feasibility Study, is not necessary i
FFS because designation of a cleanup action as an interim remedial action
requires that some action be taken.
2.9 SUMMARY OF COMPARATIVE ANALYSES OF ALTERNATIVES. This section evalua
and compares each of the alternatives with respect to the nine criteria us
assess remedial alternatives as outlined in Section 300.430(e) of the NCP.
Comparative analyses of source control remedial alternatives for the nine
criteria are provided in Table 2-3.
2.9.1 Overall Protection All alternatives would provide an increased leve
protection of human health and the environment. Risks are reduced by remo
or treating petroleum-contaminated soils and free product, thereby prevent
exposure and reducing a source of groundwater contamination.
2.9.2 Compliance with Applicable or Relevant and Appropriate Requirements
(ARARs). Alternatives RA-2, RA-3, and RA-4 meet ARARs. Alternative RA-1,
thermal treatment, would require a variance to the Florida Regulations for
Thermal Treatment of Petroleum Contaminated Soils because of the presence
in the soil to be remediated. A listing of chemical-specific and action-s
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ARARs identified for this interim remedial action is shown in Tables 2-4 a
respectively. The only potential location-specific ARAR at Site 5 is 40 C
Part 6, Protection of Wetlands, Executive Order No. 11990, and Chapter 17-
FAC, Florida Wetlands Application Regulations, November 1990. None of the
alternatives is expected to impact the wetlands east of the site.
2.9.3 Long-term Effectiveness and Permanence. Three of the alternatives
permanent treatment technologies that provide long-term effectiveness. Al
tives RA-1 provides the greatest reliability for treatment of petroleum-re
compounds. Alternative RA-2 is also reliable; however, treatment could ta
longer than expected. Alternative RA-3 is an innovative approach; however
ability to obtain cleanup levels is less certain. Alternative RA-4 provid
long-term solution at Site 5; however, soils are not treated.
2.9.4 Reduction of Toxicity, Mobility, or Volume of the Contaminants
Alternatives RA-1, RA-2, and RA-3 would provide a permanent reduction in
toxicity, mobility, and volume of contaminants through treatment. An esti
16,300 yd3 of soil containing 55,000 kilograms of petroleum hydrocarbon wo
treated at the site. Alternative RA-3 may also provide some reduction in
contamination in groundwater as well, although groundwater remediation is
objective of the interim action. Alternative RA-4 does not include treatm
contaminants.
2.9.5 Short-Term Effectiveness This evaluation addresses how quickly an
effectively site risks are reduced. Site workers would be required to fol
approved Health and Safety Plan for all alternatives. Unauthorized static
personnel will not be allowed onsite. Alternatives RA-1, RA-2, and RA-4 w
include dust control and monitoring during excavation. Alternatives RA-1
4 would take an estimated 5 months to complete. Alternative RA-2 would ta
estimated 14 months and Alternative RA-3 would take 2 years or more to com
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Table
Comparative Analysis of S
Interim R
Oil Disposal Are
NAS Cecil Fiel
Criterion Alternative RA-1
Alternative RA-4
Overall Protection of Human Health and the Environment
How risks are eliminated, Alternative RA-1 would provide an increased
is the same Analysis is the same
reduced, or controlled. level of protection to human health and the
Alterna- as that for Alterna-
environment because risks via direct con-
-------
RA-1.
tact with contaminants at the site are mini-
mized. Worker health and safety require
ments would be maintained.
Short-term or cross-me- No short-term adverse effects are expected
the same Analysis is the same
dia effects. to occur during implementation of this al-
Alternative RA- as for Alternative
ternative. Care will be taken to prevent
RA-1.
cross-media contamination during remedial
action although some volatilization during
excavation and handling may occur.
Compliance with ARARs
Chemical-, location-, and Would not comply with Florida regulations
comply if 50 Would comply.
action-specific ARARs. for treatment of petroleum-contaminated
level can
soil (Chapter 17-775, FAC). A variance
would be required.
Long-term Effectiveness and Permanence
Magnitude of residual The reduction in risk at Site 5 would be per-
similar to Analysis is similar to
risk manent because contaminated soil would
Alternative RA-1 with
be removed from ths site. Actual magn-
additional risk
itude of residual risk at the site remaining
reduction from re-
after implementation of the Interim remedi-
ducing exposure to
al action would be addressed in the overall
PCBs.
Feasibility Study (FS) for Operable Unit 2.
Risk associated with hazardous constituents
in soil is reduced through treatment for
destruction of TRPH constituents. PCBs
risks would not be significantly changed.
See notes at end of table.
CF_S5_I.ROD
FGB.09.94
-------
Table
Comparative Analysis of Sour
Interim R
Oil Disposal Area
NAS Cecil Field,
Criterion Alternative RA-1 Al
Alternative RA-4
Long-term Effectiveness and Permanence (continued)
Adequacy of controls Implementation of alternative would Anal
similar to Alternative RA- Analysis is similar to
provide immediate and long-term nati
would not Alternative RA-1.
source control at Site 5. sour
be a
Reliability of controls Thermal treatment is highly reliable Biol
treatment is demonstrat- Land disposal is reli-
for TRPH. able
able at isolating
howe
wastes to prevent
may
migration and expo-
pect
sure.
ment
reli
Reduction of Mobility, Toxicity, and Volume
Treatment process Soil would be treated via thermal Soil
same as Alternative Contaminants are
and remedy. desorption and after burner to de- micr
contained but not
stroy organic TRPH contaminants. TRPH
treated.
PCBs are not treated significantly. are
Amount of hazardous 16,300 yd3 of contaminated soil Anal
same as Alternative Analysis is the same
material destroyed or containing 55,000 kg of TRPH would Alte
possibility that addi- as that for Alternative
treated. be treated for this alternative.
RA-1 except that
contaminants are
-------
Reduction of mobili- Would achieve significant and per- Anal
same as Alternative No treatment occurs.
ty, toxicity, or volume manent reduction in toxicity, mobili- Alte
through treatment. ty, and volume of TRPH contami
nants in soil. PCBs would not be
significantly treated.
Irreversibility of treat- Thermal treatment is irreversible. Biol
as for Alterna- No treatment occurs.
ment irre
See notes at end of table.
CF_S5_I.ROD
FGB.09.94
Table
Comparative Analysis of S
Inter
Oil Disposal
NAS Cecil
Criterion Alternative RA-1
Alternative RA-4
Type and quantity A limited amount of ash would be pro- Th
residuals Analysis the same
of treatment duced during afterburning of vapors and as
produced if this as for alternative RA-
residuals. would be handled by offsite vendor. wo
implement- 2.
Decontamination water would be treated wa
at NAS Cecil Field wastewater treatment
plant.
Short-term Effec-
tiveness
Protection of com- Dust control would be required during An
posters Analysis is the same
munity during reme- excavation of soil. Fact sheets and post- Al
information to the as for Alternative
dial action. ers providing information to the public
RA-1.
regarding the remedial action would be
distributed.
Protection of work- Workers would be required to follow an An
the same as for Analysis is the same
ers during remedial approved Health and Safety Plan. Work- Al
-------
RA-1. as for Alternative
actions. ers within the exclusion zone would be
RA-1.
dressed in modified Level D protection
and would be on a special medical moni-
toring program.
Environmantal Ef- Minimal effects to surrounding environ- An
same as for Analysis is the same
fects ment expected. Releases to air are ex- Al
as for Alternative
pected to have minimal environmental
effect.
Time until remedial Approximately 5 months are necessary to Ap
time required is un- Analysis is the same
action objectives are meet the remedial action objectives for ar
assumed as for Alternative
achieved. Site 5. re
RA-1.
fo
Implementability
Ability to construct No construction necessary. Ma
installa- No construction
technology. a
Necessary.
ar
CO
See notes at end of table.
CF_S5_I.ROD
FGB.09.94
Comparative Analysi
Oil Dis
NAS C
Criterion Alternative RA-1
Alternative RA-4
Implementability (Continued)
Reliability of technology Treatment standards for contaminated soil
Reliability of technology Land disposal reliably
would be met by thermal desorption.
-------
undetermined due to reduces migration and
exposure.
Ease of undertaking ad- Would provide no impediment to additional
Analysis is the same as Would provide no im-
ditional remedial action, if remediation. Soil could bo reprocessed un
Alternative RA-1. pediment to additional
necessary. treatment standards are met.
remedial actions if
Monitoring considerations. Air monitoring would be conducted as appro
Air monitoring would be Analysis is the same as
priate during excavation. Medical monitor
appropri- for Alternative RA-1.
of workers within the exclusion zone would
required.
Coordination with other Coordination with NAS Cecil Field personne
Analysis is the same as Analysis is the same as
regulatory agencies. required for duration of remedial activiti
Alternative RA-2. for Alternative RA-2.
Coordination with county, USEPA, FDEP, and
city for soil handling necessary.
Availability and capacity of Availability of permitted TSD facilities f
Analysis is the same as Analysis is the same as
treatment, storage, and ment of contaminated soil would be require
for Alternative RA-2. for Alternative RA-2.
disposal services. at the time of remedial action. Local ven
handle non-hazardous wastes only. Availab
of vendors who accept soil with PCBs in
Florida is limited.
Availability of technologies, Construction contractors, equipment, and
Analysis is the same as Analysis is the same as
equipment, and specialists. laboratories are available.
Alternative RA-2. for Alternative RA-1.
Ability to obtain approvals Approval from State and USEPA necessary
Analysis is the same as Analysis is the same as
from other agencies. prior to offsite treatment of contaminated
Alternative RA-1. for Alternative RA-1.
Cost
Total present worth, $4,960,000
$4,776,000
7-foot depth (including
contingency)
-------
Notes :
Agency.
Protection.
ARARs = applicable or relevant and appropriate.
FAC = Florida Administrative Code.
PCBs = polychlorinated biphenyls.
yd3 = cubic yard.
kg = kilogram.
CF_S5_I.ROD
FGB.09.94
for
c hem-
Federal Standards
and Requirements
Occupational Safety
and Health Act (OSHA),
Occupational Safety
and Health Regulations
(29 Code of Federal
Regulations [CFR] Part
1910, Subpart Z)
Resource Conservation
define
and Recovery Act (RC-
delineating
RA), Identification and
Listing of Hazardous
Waste (40 CFR Part
261)
Clean Water Act (CWA)
Because of the
Ambient Water Quality
and
Criteria [40 CFR Part
Fretw-
131]
consider-
Table 2-4
Synopsis of Potential Federal and S
Applicable or Relevant and Appropriat
Interim Record o
Oil Disposal Area North
NAS Cecil Field, Jack
Requirements Synopsis
Established permissible exposure 1
for work-place exposure to a speci
listing of chemicals.
Defines those solid wastes subject
regulation as hazardous wastes und
40 CFR Parts 262-265.
Federal Ambient Water Quality-Crit
(AWQC) are non-enforceable, health
based criteria for surface water.
provide levels of exposure from dr
ing water and consuming aquatic li
that are protective of public heal
-------
the
Fret-
Chapter 17-302, Florida
Administrative Code
(FAC), Florida Surface
Water Standards, June,
1992
Safe Drinking Water
greater
Act (SDWA), Maximum
appropriate
Contaminant Level
current
Goals (MCLGs) [40
CFR Part 141]
SDWA, National Pri-
rele-
mary Drinking Water
the
Standards, Maximum
ARARs .
Contaminant Levels
that
water
(MCLs) [40 CFR Part
141]
AWQC also provide acute and chroni
concentrations for protection of f
water and marine organisms.
Defines classifications of surface
ters, and establishes water qualit
dards (WQS) for surface water with
the classifications. The State's
antidegradation policy is also est
lished in this rule.
Establishes drinking water quality
at levels of no known or anticipat
adverse health effects with an ade
margin of safety. These criteria
sider treatment feasibility or cos
ments.
Establishes enforceable standards
specific contaminants that have be
determined to adversely affect hum
health. These standards, MCLs, ar
protective of human health for ind
al chemicals and are developed usi
MCLGs, available treatment technol
gies, and cost data.
CF_S5_I.ROD
FGB.09.94
Federal Standards
and Requirements
Table 2-4 (Conti
Synopsis of Potential Federal and S
Applicable or Relevant and Appropriat
Interim Record of
Oil Disposal Area Northw
NAS Cecil Field, Jacks
Requirements Synopsis
-------
Chapter 17-520,
classifica-
FAC Florida Water
defines
Quality Standards,
May 1990
Establishes the groundwater classificat
system for the State and provides quali
tive minimum criteria for groundwater
based on the classification.
rele-
con-
soil
Chapter 17-550,
FAC, Florida
Drinking Water
Standards, January
1993
Toxic Substances
dis-
Control Act (TSCA),
prior to
Polychlorinated
specifically
Biphenyl (PCB) Re-
PCBs
quirements [13 USC
2601-2629, 40 CFR
be
Part 761]
Chapter 17-770,
require
FAC, Florida Petro-
petroleum
leum Contaminated
G-II
Site Cleanup Crite-
focused
ria, February 1990
Established to implement the Federal Sa
Drinking Water Act by adopting the na-
tional primary and secondary drinking
water standards and by creating additio
al rules to fulfill State and Federal r
ments.
Authorizes U.S. Environmental Protectio
Agency (USEPA) to establish regulations
governing chemical substances or mix-
tures that present an unreasonable risk
injury to human health and the environ-
ment. Establishes requirements for mar
ing, storing, disposing, recording, cle
ing spills, and reporting wastes contai
PCBs.
Establishes a cleanup process to be fol
lowed at all petroleum contaminated sit
Cleanup levels for G-I and G-II groundw
ter are provided for both the gasoline
kerosene and mixed product analytical
groups.
clean-
Chapter 17-775,
FAC, Florida Soil
Thermal Treatment
Facilities Regula-
tions,
December 1990
Establishes criteria for the thermal tr
ment of petroleum or product
contaminated soil. The rule further ou
lines procedures for excavating, receiv
handling, and stockpiling contaminated
soil prior to thermal treatment in both
-------
hydrocarbons
stationary and mobile facilities.
Notes: OU = operable unit.
NAS = naval air station.
CF_S5_I.ROD
FGB.09.94
Table 2-5
Synopsis of Potential Federal and State Act
Interim Record of Deci
Oil Disposal Area Northwest,
NAS Cecil Field, Jacksonvil
Federal and State Standards and
Requirements Requirements Syno
Remedial Response Process
Clean Air Act (CCA), National Am- Establishes primary (health-b
Site remedial activities must comply with NAAQS. The most
bient Air Quality Standards (welfare-based) standards for
standard is for particulate matter less than 10 microns in
(NAAQS) (40 Code of Fedaral Reg- monoxide, lead, nitrogen diox
defined in 40 CFR Section 50.6. The PM10 standard is based
ulations [CFR] Part 50) ozone, and sulfur oxides.
particulate matter to the lungs ot humans. The
micrograms per cubic meter
year. Remedial con-
include controls to ensure
attainment and maintenance of
protect human health and
transportation, and economic values).
activities, such as soil exca-
chemicals through dust and
CAA, New Source Performance This regulation establishes n
-------
appropriate. Because NSPS are source-specific requirements,
Standards (NSPS) (40 CFR Part 60) standards (NSPS) for specifie
generally considered applicable to Comprehensive Environmental
incinerators. This rule esta
Liability Act (CERCLA) cleanup actions.
emission standard of 0.08 gra
applicable for an incinerator; or may be a relevant
cubic foot corrected to 12 pe
the pollutant emitted and the technology
sources.
sufficiently similar to the pollutant
Department of Transportation Rules This regulation establishes t
These requirements will be applicable for transport of hazardous
for Transportation of Hazardous aging, labeling, and transpor
for laboratory analysis, treatment, or disposal.
Materials (49 CFR Parts 107, 171, materials.
173,178, and 179)
Chapter 17-2, Florida Administrative Establishes permitting requir
Standards for PM10 would be applicable during remediation.
Code (FAC). Florida Air Pollution operators of any source that
controls and monitoring to control dust would be required.
Rules, September 1990 This chapter also establishes
standards for sulfur dioxide,
and ozone.
Resource Conservation and Recov- This rule establishes minimum
a remedial alternative for Site 5 involves the management of
ery Act (RCRA), Standards for Ow- define the acceptable managem
at an offsite treatment, storage, or disposal unit, the substantive
ners and Operators of Hazardous wastes for owners and operate
this rule would be applicable. The requirements may be
Waste Treatment, Storage, and Dis- store, or dispose of hazardou
appropriate for onsite activities.
posal Facilities (TSDF) (40 CFR Part
264)
CF_S5_I.ROD
FGB.09.94
Table 2-5 (Continued
Synopsis of Pote
Oil
NA
Federal and State Standards and
Requirements
-------
in the Remedial Response Process
RCRA, Use and Management of Sets standards for the
Relevant and appropriate. Remedial action implemented at Site 5
Containers (40 CFR Part 264, Sub-
of containers that may contain RCRA
part I)
study-generated RCRA wastes
These requirements are
hazardous wastes at CERCLA
appropriate for wastes not
Chapter 17-775, FAC, Florida Soil This rule establishes c
Applicable. This requirement is applicable to treatment alternatives
Thermal Facilities Regulations leum- or petroleum prod
employ thermal treatment technologies. It may be relevant and
management and treatmen
other treatment alternatives.
contamination of other
provided. Chapter 17-7
ments for soil thermal
soil must be screened o
soil particles greater
thermal treatment unit.
excavating, receiving,
prior to thermal treatm
RCRA, Manifest System, This rule outlines proc
Applicable. These regulations apply if a remedial alternative
Recordkeeping, and Reporting (40 owners and operators of
involves the offsite treatment, storage, or disposal of hazardous
CFR Part 264, Subpart E) store, or dispose at ha
remedial actions involving onsite treatment or disposal of
relevant and appropriate
Hazardous Materials Transporta- These regulations estab
Applicable. For remedial actions involving offsite treatment, storage,
tion Act (49 CFR Parts 171, 173, labeling, manifesting,
disposal, contaminated hazardous materials would need to be
178, and 179) and Hazardous Ma-
and transported to a licensed offsite facility in
terials Transportation Regulations
regulations.
RCRA, Standards Applicable to This rule establishes p
Applicable. If a remedial alternative involves offsite transportation of
Transporters of Hazardous Waste waste within the United
hazardous waste for treatment, storage, or disposal, these require-
(40 CFR Part 263, Subparts A - C, manifest under 40 CFR P
-------
be attained.
263.10-263.31)
RCRA, Standards Applicable to These rules establish s
Applicable. If an alternative involves the offsite transportation of
Generators of Hazardous Waste wastes that address: ac
hazardous wastes, the material must be shipped in proper contain-
(40 CFR Part 262, Subparts A - D, waste for shipment, and
ers that are accurately marked and labeled, and the transporter must
262.10-262.44) manifest. These requir
proper placards. These rules specify that all hazardous
ment ot Transportation
be accompanied by an appropriate manifest.
CF_S5_I.ROD
FGB.09.94
Table 2-5 (Continu
Synopsis of Pote
Federal and State Standards
and Requirements
Consideration in the Remedial Response Process
RCRA, Identification and This rule defines thos
Applicable. Contaminated soil could be classified as an RCRA
Listing of Hazardous Waste (40 hazardous wastes under
hazardous waste. Historical records do not suggest soil would be a
CFR Part 261, 261.1-261.33) RCRA regulations to wa
listed waste and soil contamination does not indicate soil would be
waste meeting one of t
characteristically hazardous; however, specific testing would have to
generated through a RC
conducted to evaluate this possibility. Residuals from treatment
RCRA-listed wastes fro
methods may also be classified as RCRA hazardous wastes and
characteristically haz
have to be tested for RCRA hazardous characteristics.
or toxicity.
RCRA, Land Disposal Restric- This rule sets forth f
Applicable. Debris at Site 5 is not anticipated; however, it encoun-
tions for Newly Usted Wastes (1) treat the debris t
tered, it would be classified as hazardous debris if it is contaminat-
and Hazardous Debris (40 CFR through one of 17 appr
ed with RCRA listed waste that has LDR standards or with waste that
Parts 148, 260, 261, 262, 264, U.S. Environmental Pro
-------
exhibits a hazardous characteristic. Under CERCLA, removal of
265, 270, and 271) longer contains hazard
contaminants from debris by decontamination and replacing the
technology approved th
within an area of concern (AOC) is permitted. As long as
demonstration", (4) tr
of waste is conducted within the AOC and outside of a
Restriction (LDR) stan
separate RCRA unit, placement of wastes has not occurred and,
continue to manage und
therefore, LDRs are not triggered. However, if the debris is deter-
in a Subtitle C landfi
be hazardous, and placement is determined to occur, one
variance for hazardous
five listed options must be selected for management of the
1994.
RCRA, Corrective Action Man- This rule establishes
Applicable. The substantive requirements of this rule are a potenti
agement Units; Corrective Ac- and temporary units (T
ARAR at Site 5 because hazardous wastes may be stored onsite for
tion Provisions Under Subtitle permitted RCRA facilit
remedial alternative implemented.
C (40 CFR Parts 260, 264, 265,
268, 270, and 271)
RCRA, Land Disposal Regula- This rule establishes
Applicable. Treatment standards for wastes removed at Site 5
tions (LDRs) (40 CFR Part 268) hazardous wastes and p
would be established upon completion of testing of materials. If it is
banned wastes. Under
determined that wastes removed from Site 5 are subject to these
tablished for most lis
the wastes must be treated prior to disposal in a
RCRA, Contingency Plan and This regulation outlin
Relevant and appropriate. These requirements are relevant and
Emergancy Procedures (40 followed in the event
appropriate for remedial actions involving the management of
CFR Subpart D, 264.30-264.37) other emergency event.
hazardous waste.
CF_S5_I.ROD
FGB.09.94
TABLE 2-5 (C
Synopsis of Potential Fede
ARARs
Interim Record of
-------
Decision
Oil Disposal Area North
Site 5, OU 2
NAS Cecil Field, Jack
Florida
Federal and State Standards
and Requirements Requirements S
Occupational Safety and This act requires establishment o
worker health Applicable. Under 40 CFR 300.38, requirements apply
Health Act (OSHA), General and safety at hazardous waste sit
Industry Standards (29 CFR requirements.
Part 1910)
OSHA, Recordkeeping, Report- Provides recordkeeping and report
to Applicable. These requirements apply to all site contractors and
ing, and Related Regulations remedial activities.
(29 CFR Part 1904)
OSHA, Health and Safety Stan- Specifies the type of safety
to Applicable. All phases of the remedial response project should be
dards (29 CFR Part 1926) be used during site investig
RCRA, General Facility Stan- Sets the general facility require
anal- Applicable. Because the remedial action planned for Site 5 m
dards (40 CFR Subpart B, ysis, security measures, ins
requirements. involve the management of RCRA wastes at an offsite TSDF
264, 10-264.18)
RCRA, Preparedness and Pre- This regulation outlines requirem
spill- Applicable. Safety and communication equipment should be
vention (40 CFR Part 264, control for hazardous waste
be designed, incorporated into all aspects of the remedial process an
Subpart C) maintained, constructed, and operated
possibility of authorities should be familiarized with site operations.
an unplanned release that could threaten hu
or the
environment.
Chapter 17-4, FAC Florida Establishes procedures for o
sources of pollution. Relevant and appropriate. The substantive permitti
Rules on Permits, May 1991
Chapter 17-736, FAC, Requires warning signs at Nationa
Florida Applicable. Because Naval Air Station (NAS) Cecil Field
Florida Rules on Hazardous Department of Environmental Prote
Florida De- listed on the NPL, this requirement is applicable.
Waste Warning Signs, July partment of Environmental Re
identified hazardous
1991 wastes sites to inform the public of t
potentially harmful
conditions.
-------
RCRA, Solid Waste Land This rule sets forth requirements
within a solid Applicable. This rule stipulates that no free liquids, no ha
Disposal Requirements (40 waste landfill. Also sets f
monitoring require- wastes, and no reactive wastes may be deposited wit
CFR Part 258) ments of Subtitle D landfills.
Notes: ARARs = Applicable or Relevant and Appropriate Requirements
OU = operable unit.
NAS = naval air station.
CF_S5_I.ROD
FGB.09.94
2.9.6 Implementability All alternatives use technologies that are relative
easy to implement and are readily available. Treatment will take place ei
on the base (onsite) or off the base (offsite). Approval by the FDEP and
would also be required prior to treatment.
2.9.7 Cost The estimated cost for the preferred alternative is $1.6 millio
The estimated costs for all alternatives range from $1.3 million for Alter
RA-3 to $5.0 million for Alternative RA-1.
2.9.8 State and Federal Acceptance The FDEP and USEPA have concurred with
Navy's selection of Alternacive RA-2.
2.9.9 Community Acceptance The community has accepted the selected remedy
No written comments were received during the public comment period. In ge
comments raised during the public meeting on August 25, 1994, supported th
selected alternative and the expedient implementation of the interim remed
action.
2.10 SELECTED REMEDY. The preferred alternative for source control at Sit
Alternative RA-2. Alternative RA-2 would involve the excavation of approx
16,300 yd3 of contaminated soil, collection and analyses of samples from t
excavation, separation of free product from the soil, treatment of soil on
constructed biological treatment pad in three stages, offsite disposal of
product and highly contaminated soil (soil formerly saturated with free pr
testing of treated soil to ensure cleanup criteria have been obtained, and
backfilling of treated soil.
The preferred alternative uses biological methods to treat petroleum-conta
soil. The technology creates the best possible conditions for growth of m
ganisms. The microscopic organisms degrade the petroleum constituents fou
the contaminated soil. To promote biological activity, soil from the exca
is placed on a constructed treatment pad, supplied with water and nutrient
mixed using farm equipment. The technology has been shown to be effective
treatment of soil at other locations.
Free product that is separated from excavated soil will be transported to
site treatment and disposal facility. Treatment will be conducted in comp
-------
with RCRA and Toxic Substance Control Act (TSCA) regulations and will invo
incineration of the free product. Soil that was saturated with free produ
be sampled and analyzed for PCBs. If the soil contains less than 50 mg/kg
PCBs, they will be disposed offsite as a special waste. If the soil conta
PCBs greater than 50 mg/kg they will be incinerated or disposed in a TSCA
landfill.
Alternative RA-2 is protective of the environment, a permanent remedy, and
effective. The Navy estimates that the preferred alternative would cost $
million and would take approximately 16 months to implement.
2.11 STATUTORY DETERMINATIONS. The interim remedial action selected for
implementation at Site 5 is consistent with CERCLA and the NCP. The selec
remedy is protective of human health and the environment, attains ARARs, a
cost effective. The selected remedy also satisfies the statutory preferen
treatment that permanently and significantly reduces the mobility, toxicit
CF_S5_I.ROD
FGB.09.94
selected remedy uses alternate treatment technologies or resource recovery
technologies to the maximum extent practicable. Any soil contamination re
onsite after this interim remedial action will be addressed during the RI
for this OU and the resulting Record of Decision.
2.12 DOCUNENTATION OF SIGNIFICANT CHANGES. There are no significant chang
the interim remedial action from that described in the Proposed Plan.
CF_S5_I.ROD
FGB.09.94
REFERENCES
ABB Environmental Services, Inc. (ABB-ES), 1992, Technical Memorandum for
Supplemental Sampling at Operable Units 1, 2, and 7: prepared for the
Southern Division, Naval Facilities Engineering Command
(SOUTHNAVFACENGCOM), Charleston, South Carolina, October 1992.
ABB-ES, 1993, Handbook of Applicable or Relevant and Appropriate Requireme
for Navy Sites within the State of Florida: prepared for the Departm
of the Navy, Southern Division, Charleston, South Carolina, August 19
ABB-ES, 1993, Treatability Study Workplan for Operable Unit 2: prepared f
SOUTHNAVFACENGCOM, Charleston, South Carolina, December 1993.
ABB-ES, 1994, Focused Feasibility Study, Site 5, Operable Unit 2, Source C
Remedial Alternatives, Naval Air Station Cecil Field, Jacksonville,
Florida: prepared for SOUTHNAVFACENGCOM, Charleston, South Carolina,
August 1994.
-------
ABB-ES, 1994, Proposed Plan for Interim Remedial Action, Naval Air Station
Field, Site 5, Oil Disposal Area Northwest, Jacksonville, Florida:
prepared for SOUTHNAVFACENGCOM, Charleston, South Carolina, August 19
Envirodyne Engineers, 1985, Initial Assessment Study of Naval Air Station
Field, Jacksonville, Florida: prepared for Naval Energy and Environm
Support Activity, Port Hueneme, California, July 1985.
Harding Lawson Associates, 1988, Draft Final RCRA Facilities Investigation
Report, Naval Air Station Cecil Field, Jacksonville, Florida: prepar
the SOUTHNAVFACENGCOM, Charleston, South Carolina, March 1988.
USEPA, 1990a, National Oil and Hazardous Substances Pollution and Continge
Plan: 40 Code of Federal Regulations (CFR) Part 300, Washington, D.C
March 1990.
USEPA, 1990b, A Guide to Developing Superfund Records of Decision, Quick
Reference Fact Sheet: Office of Emergency and Remedial Response,
Washington, D.C., 9335.3-02FS-1, May 1990.
USEPA, 1990c, Guidance on Remedial Actions for Superfund Sites with PCB
Contamination: EPA/540/6-90/007, Washington, DC, August 1990.
USEPA, 1991, Guide to Developing Superfund No Action, Interim Action, and
Contingency Remedy RODs, Quick Reference Fact Sheet: Office of Emerg
and Remedial Response, Washington, D.C., 9335.3-02FS-3, April 1991.
CF_S5_I.ROD
FGB.09.94
APPENDIX A
RESPONSIVENESS SUMMARY
Responsiveness Summary
Interim Record of Decisi
Oil Disposal Area Northwest, S
NAS Cecil Field, Florid
Comment
Questions from the Public Meeting
What by products do you expect to get from the bioremediation of the soils
the end products are usually water and carbon
since they do contain PCBs?
-------
biocell is not
start with and are
What is EPAs responsibility of cleaning up these sites with the time frame
to ensure that the Navy cleans the sites up to
you've got?
and the subsequent
It the risk assessment scheduled?
Are the taxpayers of Jacksonville going to be stuck with the cleanup bill?
commitment to finish the cleanup even after they
Was EPA involved in the selection of the Navy's contractors (i.e., ABB and
contract, neither the State of Florida nor EPA was
Bechtel)?
way. The contracts
Division out of
Is EPA involved in the interim actions all along as they progress? Does t
ongoing relationship between EPA, FDEP, the
EPA come in and just comment afterwards or are they a party to the effect!
All parties are involved on a daily basis.
cleanup?
I'm trying to find out who is responsible for cleaning up the work, work t
cleanup work and must obtain concurrence
done and when it's done, what will be done. Who is responsible for that?
facets of the process, from the initial investigation
EPA a party to the start-up of the cleanup of the site?
CF_S5_I.ROD
FGB.09.94
Responsiveness Summary
Interim Record o
Oil Disposal Area North
NAS Cecil Field,
Comment
I'm concerned with the methodology that's being proposed. Why removal of
question, how do we determine how far to dig,
the soil is the preferred treatment when it seems these solvents and PCBs
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down to the water table, not extend below
low because it gets fluids all the way down to the water level? How can y
determine how far to go before you've reached the bottom of the pit, so to
speak, and then afterwards why refill the pit when this is only an interim
fluctuates. It fluctuates from approximately 1 to
action? You're going to have to take further action later compounding the
7 or 8 feet below the surface, according to
cost. Why not leave the pit open?
and so forth during the year.
during the low
So we would
soils that are
based on our
contamination that's
groundwater
be determined in
Any
levels will be small
groundwater.
conditions and cause
directions.
So your assumption is that the groundwater have carried away the balances
tend to flow on top of the water. They are
rather than allowing the leachates to continue down below ths groundwater
By removing soil, most oil related contaminates
level. That seems absurd to me. It seems that these contaminants because
already in groundwater (below the water
viscosity would leach below the water level. They are solid as well, and
efficiently removed by groundwater cleanup actions.
addressing PCBs that would leach further down, perhaps hundreds of feet, i
the aquifer.
that only the shallow
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CF_S5_I.ROD
FGB.09.94
Responsiveness Summary
Interim Record of
Oil Disposal Area Northwes
NAS Cecil Field,
Comment
wells indicating that
limestone that is
aquifer and the
drinking water.
How many wells have gone through the dolomite?
dolomite at Site 17 and site
Since we know that there may be other options, can we continue to investig
is so shallow is because we do have shallow
other options or at least make a determination ot the depth that is beyond
continue to evaluate remedial actions for
doubt to being adequate, just stopping at the water level versus a 15-foot
water table as part of the final remedial
as you indicated to be the normal maximum depth of PCBs concentration?
Consideration to other needs or alternative three on Site 5, the air injec
both media, in other words, groundwater and
and the biological treatment, are there other vehicles by which perhaps a
is acting as a source of contamination to the
broader leaching of those chemicals and a more permanent solution might be
to as long as the soil is there.
reached in a single phase?
process. In other
both soil and
where we have
that is
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what the final
Did we look at other technologies?
believed to fit the criteria the best.
remedial alternatives,
prescribed by
You mentioned a moment ago in your presentation that the work would begin
contractor. They may obtain subcontractors as
in October. Are contracts actually let for the people in the field to per
remediation.
work by Bechtel, for example? In other words, is it too late at this poin
event that the comment period might cause you to change your selection of
the alternatives that might delay when we
the recommended alternative? I mean how can it start in October?
remedial action. The October date assumes
process of trying to
alternative. Any
effect planning
CF_S5_I.ROD
FGB.09.94
Responsiveness Summary
Interim Record of
Oil Disposal Area Northwes
NAS Cecil Field,
Comment
If you've already selected a remedy -- are the contracts already let, does
comment period is to listen to public
mean a remedy has already bean selected?
remedy fits what needs to be
alternative described, but
that the proposed
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against and one
Of the nine is one of them cost?
Of the nine how is cost weighed?
should be taken into
Well, what about digging it up and transporting it up to Georgia and havin
concern. We have done our very best to
recycled into concrete or asphalt for 35 bucks? What's the matter with th
alternative, not necessarily the cheapest. The
part of their job is
onsite was
liabilities.
Who is providing the guarantee for the cleanup? Is that Bechtel?
and we sample after the cleanup is
If you find it's not cleaned up, what happens?
contractor or the Navy will take on
CF_S5_I.ROD
FGB.09.94
Responsiveness Summary
Interim Record of
Oil Disposal Area Northwes
NAS Cecil Field F
Comment
Is there a guarantee in the contract on the part of the contractor that he
specification in our remediation contract, and when
what the specs call for as far as the cleanup goes and what he has to do?
subcontractor to do thermal, biological, etc.,
he has to meet.
system does
was ineffective,
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problem.
Action based on its
source. And we
idea is to pick
What is it that keeps the contaminants from leaving the field and moving o
a site we install wells at the site to
somewhere else and establish them somewhere else? The way the water runs
groundwater flows and whether groundwater contamination
in the aquifer and everything is away from Cecil Field. So what has kept
contamination from the site outward until we find
from leaving there from these sites and going somewhere else and coming
misconception that the groundwater flows
back up in a different place and contaminate somawhere else? As long as
groundwater flows a quarter of an inch a year to
they have been there and as much rain and as much water that flows down it
would have leached out on the other ground in between the two.
and then
has not migrated
Oral comment from John Austin to Bert Byers
Are your consultants looking at innovative technologies, such as cross-flo
innovative technologies for possible
pervaporation, for these interim actions?
actions a proven technology is
pervaporation is an
waste stream.
technology in
CF_S5_I.ROD
FGB.09.94
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