FA-3765_29703_CA_RMR_ 20231127

________________________________________________
FINAL
CORRECTIVE ACTION PLAN
MONITORING REPORT
FTBR-310 (SITE 310)
MAY 2023 SAMPLING EVENT
FORT LIBERTY/FAYETTEVILLE, CUMBERLAND COUNTY,
NORTH CAROLINA
November 2023
Prepared By:
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
100 West Oglethorpe Avenue
Savannah, Georgia 31401
ii
Acronyms and Abbreviations
AFVR Advanced Fluid and Vapor Recovery
bgs below ground surface
CAP Corrective Action Plan
CSA Comprehensive Site Assessment
DO Dissolved Oxygen
DPU Department of Public Utilities
DPW Directorate of Public Works
EPH Extractable Hydrocarbons
GCL Gross Contamination Levels
JP-4 Jet Fuel-4
μg/L micrograms per liter
MSCC Maximum Soil Contaminant Concentration
NC2L North Carolina Subchapter 2L groundwater standards
NCDEQ North Carolina Department of Environmental Quality
NTCP New Technology Cleanup Plan
NTU Nephelometric Turbidity Unit
PWC Public Works Commission
RPD Relative Percent Difference
SVOC Semi-volatile Petroleum Hydrocarbons
SU Standard Unit
UST Underground Storage Tank
VOCs Volatile Organic Compounds
VPH Volatile Petroleum Hydrocarbon
USACE United States Army Corps of Engineers
iii
A. Site Information
1.0 Site Identification
Site Name: FTBR-310 (formerly SS0019)
Facility ID: FTBR-310
UST Incident Number: 29703
Risk Classification: Intermediate
Land Use Category: Industrial
Date of Report: October 2023
Site Location: Pope Army Airfield
Fort Liberty, Cumberland County, North
Carolina 28310
Nearest City: Fayetteville, North Carolina
Description of Geographical
Data Point: Latitude: N 35º 9’ 58.7”
Longitude: W 79º 0’ 28.8”
Location Method: Location information obtained from
Corrective Action Plan (URS, 2005)
2.0 UST System Contacts
UST Owner/Operator: Fort Liberty Directorate of Public Works
AMIM-LIP-EM, Bldg 3-1137
Fort Liberty, North Carolina 28310
Phone: [phone]
Property Owner/Occupant: Fort Liberty Directorate of Public Works
AMIM-LIP-EM, Bldg 3-1137
Fort Liberty, North Carolina 28310
Phone: [phone]
3.0 Information about Release
Date Discovered: 1991
Estimated Quantity of release: Estimated 3,200-5,500 gallons
Cause of Release: Unknown, Jet Fuel Hydrant system or
USTs associated with Pump House
Building 822
Sizes, contents, and location of UST system(s) from which the release occurred:
Tank: Seven non-regulated USTs and hydrant system
Capacity: Six UST: 50,000 gallons each
Hydrant System: 110,500 gallons
Contents: Jet Fuel-4 (JP-4) or Jet Fuel-8 (JP-8); six USTs and hydrant system;
One UST for contaminated water and residual fuel from pumphouse
operation
Location:N 35º 9’58.7” W 79º 00’28.8”
iv
B. EXECUTIVE SUMMARY
Fort Liberty Site FTBR-310 (Site) is located on the Pope Army Airfield flightline (Figure
1). The Site used to contain a pump house (Building 822), six 50,000-gallon USTs which
were connected to the hydrant system supplying JP-4, and one UST (not on figures and
not on prior maps) for contaminated water and residual fuel from pumphouse operations
(Figure 2 and Figure 3). The pump house was used to fill fuel trucks which would be
utilized to fill aircraft. Additionally, a hydrant system was utilized to directly fill aircraft on
the taxiway via a series of control pits. A release was first detected in 1991 with follow
up investigations culminating in a comprehensive site assessment (CSA) in 2003. A
Phase I Limited Site Assessment was completed in 2004 for the 2,000-gallon UST.
Between 2004 and 2005, a Data Gap Analysis was completed.
In 2005, a corrective action plan (CAP) was finalized for the Site which selected
aggressive fluid vapor recovery (AFVR) events with deployment of passive skimmers in
11 recovery wells between the AFVR events (URS, 2005).
Building 822 and associated above ground components, and the six USTs were
removed in February 2008. Lines connecting the USTs to the hydrant system were also
removed at that time. The hydrant lines were abandoned in place previously in 2006.
Excavated petroleum contaminated soils from the UST and line removal were properly
disposed of and the excavations were filled with clean fill material (URS, 2009). In April
2008, the free product skimmers were removed to allow a long equilibration period. The
skimmers were not replaced and the free product recovery at the site continued using
AFVR events.
In 2019, discussion at a Tier I meeting with state regulators, it was determined to
discontinue the AFVR events due to a lack of free product being recovered. In place of
AFVR, absorbent hydrophobic socks were installed in wells where free product was
historically observed. These socks are replaced on a semi-annual basis when gauging
and sampling of the groundwater occurs. The wells where socks are deployed changes
based on field observations of saturation or where free product is observed.
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C. TABLE OF CONTENTS
A. SITE INFORMATION ...........................................................................................iii
B. EXECUTIVE SUMMARY......................................................................................iv
C. TABLE OF CONTENTS ....................................................................................... v
D. SITE HISTORY AND CHARACTERIZATION....................................................... 1
1.0 Introduction........................................................................................................... 12.0 Site History and Characterization......................................................................... 12.1 Land Use ................................................................................................... 22.2 Property Owners and Occupants............................................................... 22.3 Receptor Information ................................................................................. 22.4 Deep Aquifer in the Coastal Plain Physiographic Region .......................... 22.5 Site Geology and Hydrology...................................................................... 32.6 Previous Remedial Efforts ......................................................................... 43.0 Field Activities and Sampling Methodology.......................................................... 53.1 Water Level and Free Product Gauging..................................................... 53.2 Low-flow Sample Collection....................................................................... 54.0 Groundwater Analytical Results Summary........................................................... 64.1 Historical Analytical Data........................................................................... 64.2 2023 Groundwater Results........................................................................ 64.3 Free Product Recovery.............................................................................. 75.0 Conclusions and Recommendations.................................................................... 76.0 References........................................................................................................... 7
E. STATEMENTS AND CERTIFICATION ................................................................ 8
LIST OF FIGURES
Figure 1 Site Vicinity Map
Figure 2 Site Map with Former Hydrant System, Pumps Houses, and USTs
Figure 3 Well Network & Cross Section Transect
Figure 4 Potential Receptor Map
Figure 5 Groundwater Elevations – Spring 2023
Figure 6 Estimated Free Product Extent – Spring 2023
Figure 7 Groundwater Concentrations – Spring 2023
Figure 8 Geologic Cross-Section A-A’
Figure 9 Geologic Cross-Section A-B
LIST OF TABLES
Table 1 UST System Information
Table 2 UST Owner/Operator Information
Table 3 Property Owners and Occupants
Table 4 Monitoring and Remediation Well Construction Information
Table 5 AFVR Free Product Recovery Information
Table 6 Cumulative Volume of Free Product Recovered from the Site
vi
Table 7 Current and Historical Groundwater Elevations and Free Product
Thickness
Table 8 Analytical Summary
Table 9 Historical Data
Table 10 Relative Percent Difference
LIST OF APPENDICES
Appendix A Field Forms and Notes
Appendix B Laboratory Data Sheets
vii
Certification
This report was prepared by the Savannah District of the U.S. Army Corps of
Engineers. The initials or signatures and registration designation of individuals
appear on these documents within the scope of their employment as required by the
Engineer Regulation 1110-1-8152.
Prepared by:

Kevin Moon, P.G.
Kansas Registration No. 912
Reviewed by:

Jason Lennane, P.G.
Georgia Registration No. 1819
MOON.KEVIN.EDW
ARD.1572092441
Digitally signed by
MOON.KEVIN.EDWARD.15720924
41
Date: 2023.11.27 12:13:29 -05'00'
LENNANE.JASON.1
379530032
Digitally signed by
LENNANE.JASON.1379530032
Date: 2023.11.27 19:46:41 -05'00'
1
D. SITE HISTORY AND CHARACTERIZATION
1.0 Introduction
This Corrective Action Plan (CAP) monitoring report presents the results of the April-May
2023 groundwater monitoring event conducted by United States Army Corps of Engineers
(USACE), Savannah District at compliance cleanup Site SS-19 (FTBR-310, Pumphouse
Building 822) on Pope Army Airfield. FTBR-310 is hereafter referred to as Site in this
report. Passive skimming and AFVR was selected as the preferred remedial technology
in the Corrective Action Plan. In 2008, the passive skimmers were removed for a rebound
test and never reinstalled. AFVR continued until 2019 when AFVR was discontinued due
to a lack of free product being recovered. From 2019 until present, absorbent hydrophobic
socks have been used to remove free product at the Site. The absorbent socks are
replaced semi-annually during groundwater gauging and sampling at the Site.
2.0 Site History and Characterization
The U.S. Army Reservation at Fort Liberty was established in 1918 as a major logistic,
training, and mobilization deployment center for the XVIII Airborne Corps, which is part of
the U.S. Army’s mobile infantry, assault, and armored forces. Fort Liberty occupies
approximately 161,024 acres in southeast North Carolina. Approximately 143,140 acres
are designated for field maneuvers and military exercises. The cantonment area, which
is in the eastern part of Fort Liberty, occupies 11,354 acres and includes approximately
6,195 buildings. Most military maintenance and production facilities, supply facilities,
operation and training facilities, community installations, and family and troop housing are
located within the cantonment area.
The hydrant system was originally constructed in 1956 and consisted of two pump houses
and six USTs for aircraft refueling. This system was expanded in 1966 to three pump
houses, 12 new USTs (6 for each pump house), and nine hydrant lines. Each pump house
was connected to six 50,000-gallon USTs and conveyed fuel to the Blue Ramp via the
hydrant system. Building 822 also had above-ground equipment and piping to load fuel
trucks to which would be used to fuel aircraft. An additional 2,000-gallon UST was also
present at Building 822 to store fuel-contaminated water and residual jet fuel from
pumphouse operation and maintenance. The total storage of the 18 unregulated USTs
was 900,000 gallons (Figure 1 and 2). A further 110,500 gallons was in the hydrant
pipeline system. The hydrant system was decommissioned in the 1990’s. Underground
piping connecting the USTs at Building 822 to the hydrant system were removed in 2008.
Table 1 and 2 provide information for the USTs at Building 822 and the hydrant system.
This Site was discovered during groundwater sampling at the adjacent site FTBR-308
(SS-007) in 1991. Elevated detections of hydrocarbons were detected downgradient of
Building 822. No spills or releases are known to have occurred at the Site.
The historic product plume indicates that the source of the release could be one or more
of the USTs, pumphouse, or parts of the hydrant system. The free product plume is
available on Figure 6 with a cross-section available on Figure 3, Figure 8, and Figure 9
2
2.1 Land Use
After removal of the USTs and pumphouse, land use at the Site remained as an
airfield. The site has little topographic relief as it is between an active runway and
taxiway. No land use change is expected to occur at the Site.
2.2 Property Owners and Occupants
The owner of the Site and all surrounding property is the U.S. Army with owner
information provided in Table 3. The Site Map is provided in Figure 2 and 3 which
includes the former UST locations, buildings in the area, and utilities.
2.3 Receptor Information
There are 25 water supply wells on Fort Liberty. Eight of these wells are located
near the cantonment area and are used for golf course irrigation. The remaining
wells are outside the cantonment area. There are no known water supply wells
within 1,500 feet of Site (Figure 4).
In 2010, the Fayetteville Public Works Commission (PWC) and Harnett County
Department of Public Utilities (DPU) began providing all of Fort Liberty’s water.
Harnett County DPU obtains their water from the Cape Fear River. The Fayetteville
PWC also obtains their water from the Cape Fear River, as well as Glenville Lake,
and Big Cross Creek (all sources are part of the Cape Fear River basin). Prior to
2010, water for Fort Liberty was obtained from the Little River.
No surface water features, or wellhead protection areas are within 1,500-feet of
the center of the site. Vapor intrusion is not a concern at this site as there are no
buildings in the vicinity of the Site.
2.4 Deep Aquifer in the Coastal Plain Physiographic Region
The Fort Liberty area is underlain by three freshwater aquifers: the Middendorf
Aquifer (also known locally as the Black Creek Aquifer), the Cape Fear Aquifer,
and the saprolite-basement aquifer.
The major water-bearing strata at Fort Liberty are within the Middendorf Formation
and are referred to as the Middendorf Aquifer. The Middendorf Aquifer consists of
coarse to fine-grained silty or clayey sands with interbedded light gray or tan clays
The interbedded and discontinuous clay layers in this aquifer support localized,
unconfined, perched water zones within 20 feet of the ground surface and are
referred to as the surficial aquifer. Many of the perched water zones dry out
seasonally and are not a reliable water supply source.
Unconfined conditions are typical near the top of the saturated zone of the
Middendorf Aquifer, but semi-confined and confined conditions can occur at
greater depths. In upland areas of Fort Liberty, the potentiometric surface of the
Middendorf Aquifer is as deep as 80 feet bgs. Near perennial streams in the
eastern part of the reservation, the potentiometric surface is near the ground
surface. Sandy surface soils at Fort Liberty are highly permeable and allow
precipitation to rapidly infiltrate and enter the groundwater system. The surficial
groundwater system is recharged almost entirely by percolation of area
precipitation through these sands.
3
The Cape Fear Aquifer is within the Cape Fear Formation, which is composed
primarily of clay interbedded with silt and silty sand under confined conditions. In
the vicinity of Fort Liberty, the uppermost 5 to 10 feet of the Cape Fear Formation
form a confining unit that restricts vertical movement of water between the
overlying Black Creek Aquifer sediments and the silt sand units of the Cape Fear
Formation. The Cape Fear Aquifer, therefore, receives little or no recharge from
the overlying Black Creek Aquifer. None of the wells in the cantonment area are
screened in the Cape Fear Aquifer; however, some of the more distal wells at Fort
Liberty may be screened in this aquifer. The Cape Fear Aquifer is used for potable
and industrial water supplies by the community of Spring Lake.
The saprolite-basement aquifer underlies the Cape Fear Formation at depths
ranging from 140 to 300 feet bgs. This aquifer is generally assumed to yield little
water, and no supply wells in the area are known to tap solely into this aquifer.
2.5 Site Geology and Hydrology
The soils at Site generally consist of alternating sequences of silt, silty to clayey
sand, and discontinuous clay lenses. Sand grain sizes range from very fine to very
coarse with isolate gravel. Geologic cross-section maps are presented on Figure
8 and Figure 9. Soils consists of silt to silty sand from the ground surface to a depth
ranging from 12 to 20 feet bgs with interspersed thin clay lenses. The silty unit
overlies a laterally continuous and homogenous sandy unit ranging in thickness
from 10 feet in the eastern portion of the site to 30 feet in the western portion of
the site. A discontinuous clay unit underlies the sandy unit on the east transitioning
to sand and silty sand in the west.
During past investigative activities at the adjacent site FTBR-308, five exploratory
soil borings were advanced to bedrock at Pope Army Airfield. The Middendorf
Formation was encountered at depths ranging from 25-30 feet bgs and the Cape
Fear Formation was encountered at depths ranging from 58-80 feet bgs. A
saprolitic zone of gray green to red silts and silty clay was observed beneath the
Cape Fear Formation. Quartz veins were observed in the saprolite at some boring
locations. At four boring locations, micaceous chlorite schist (bedrock) was
observed.
During the April-May monitoring event, depth to groundwater at the site ranged
from approximately 18-20 feet bgs. A potentiometric surface map based on May
2023 data is included as Figure 5. Groundwater was flowing to the northwest
during the most recent sampling event.
Based on rising-head permeability tests performed at 15 monitoring wells at the
adjacent site FTBR-308, the hydraulic conductivity of the surficial aquifer ranged
from 0.5 to 82.3 feet/day with an average of 29 feet/day. A step-drawdown test
was also completed at MW7-15 which yielded a transmissivity of 0.32 feet2/minute.
To determine the hydraulic conductivity from the step drawdown test, an assumed
aquifer thickness of 22-feet was used and yielded a hydraulic conductivity of 26
feet/day. The groundwater velocity calculated at FTBR-308 is 1.16 feet/day or 423
feet/year.
4
2.6 Previous Remedial Efforts
In 1997, the 2,000-gallon UST was closed in place (EHC, 1997). In 2001, the
2,000-gallon UST and approximately 68 cubic yards of soil were excavated (IT
Group, 2001). A Phase I Limited Site Assessment was performed for this UST in
2003 which recommended No Further Action for the UST based on the results of
the soil and groundwater sampling.
A Comprehensive Site Assessment in 2003 (CH2M Hill) found free product during
the assessment. Based on the fuel usage at the airfield, the free product was
suspected to be JP-4, JP-8, or a mixture of the two fuels. The quantity of the
release is unknown but models estimated a release of 3,200 to 5,500 gallons
(URS, 2005).
In 2005, a CAP was finalized and selected AFVR and passive skimmers (URS,
2005). The passive skimmers were in place at 11 monitoring wells between AFVR
events. In April 2008, the free product skimmers were removed to allow a long
equilibration period. The skimmers were not replaced and the free product
recovery at the site continued using AFVR events. At an unknown year between
2009 and 2011, hydrophobic socks started being used to remove free product at
the Site.
To accelerate the remediation of free product, injections of BOS 200® were
completed in 2011 as part of a pilot study (URS, 2011). The effectiveness of the
BOS 200®injections was inconclusive due to significant groundwater elevation
fluctuations. No additional injections were completed due to the inconclusive
results and AFVR continued.
Soil sampling was completed in 2012 targeting areas where it was likely to have
exceedances of the Maximum Soil Contaminant Concentrations (MSCCs) for
industrial scenarios. There were no exceedances of the industrial MSCCs and only
extractable petroleum hydrocarbons (EPH) and volatile petroleum hydrocarbons
(VPH) exceeded the residential MSCCs.
Groundwater sampling took place in 2014 to determine if there were any
exceedances of the gross contaminant levels (GCLs). No exceedances were
detected during the sampling event. Groundwater results were discussed at the
October 15, 2014 Tier 1 meeting with NCDEQ, Fort Liberty, and USACE
personnel. The team determined that groundwater monitoring frequency would be
every five years in advance of the 5-year review.
At a Tier I meeting in 2019, it was determined to discontinue the AFVR events due
to a lack of free product being recovered. In place of AFVR, absorbent hydrophobic
socks were installed in wells where free product was historically observed. These
socks are replaced on a semi-annual basis when gauging and sampling of the
groundwater occurs. Well locations used for product removal with socks varies
based on the observations of product saturation in deployed socks or free product
being measured in wells. Groundwater sampling also took place in 2019 with no
exceedances of the GCLs detected.
In 2023, it was decided at a Tier I meeting to resume semi-annual sampling of the
groundwater to ensure that no GCL exceedances were present at the site and to
5
build a dataset for all of the monitoring wells at the site to document trends. This
was also documented in a NORR issued by NCDEQ.
3.0 Field Activities and Sampling Methodology
A long-term monitoring event for groundwater was conducted by USACE, Savannah
District in April-May 2023. Groundwater samples were collected from ten monitoring wells
at Site 308 and analyzed for volatile organic compounds (VOCs), semi-volatile organic
compounds (SVOCs), extractable petroleum hydrocarbons (EPH), and volatile petroleum
hydrocarbons (VPH) using low-flow sampling methods.
3.1 Water Level and Free Product Gauging
Depth to groundwater was measured on April 28, 2023, at site monitoring wells
prior to the sampling activities. Static groundwater level measurements were
collected using an electronic oil-water interface probe. The indicator probe was
lowered into each monitoring well until the alarm sounded and/or the indicator light
illuminated. The probe was then withdrawn several feet and slowly lowered again
until the oil and/or groundwater surface was contacted, as noted by the alarm
and/or indicator light. Water level measurements were measured to the nearest
0.01-feet from the top of the well casing. Depth to product, depth to water
measurements, and groundwater elevations from accessible monitoring wells are
presented in Table 7. A potentiometric surface map depicting groundwater flow is
provided in Figure 5. Groundwater flow at the site is generally toward the
northwest.
Free product was encountered at the following wells:
RW19-01R (0.01-feet)
RW19-05 (0.10-feet)
RW19-06 (0.01-feet)
RW19-09 (0.01-feet)
RW19-10R (0.01-feet)
RW19-12 (0.15-feet)
RW19-13 (0.01-feet)
RW19-14 (0.01-feet)
Depth to water ranged from approximately 18-feet bgs to 20-feet bgs and free
product ranged in thickness from a sheen to approximately 0.15-feet.
3.2 Low-flow Sample Collection
Groundwater samples were collected using a low-flow purge method with a
bladder pump. Immediately before purging a well, the static water level below the
top of the well casing and the total depth of the well were measured to the nearest
0.01-feet and recorded in the field logbook or on sampling forms. The volume of
water in the well was calculated based on the static water level and the well
construction information. Well volume calculations were recorded in the field
logbook or on sampling forms. The inlet of the sampling pump was placed at the
mid-point of the screened interval. This level was adjusted for wells where the
static water level was within the well screen.
6
The wells were purged until the water quality had stabilized or five purge volumes
were removed. The wells were considered stable when the following requirements
were met for three consecutive readings: turbidity values were lower than 10
Nephelometric Turbidity Units (NTUs) or within 10%, temperature values within a
range of 0.5 degrees Celsius, pH readings within 0.1 Standard Units (SU),
conductivity values within 3%, and DO values within 5%.
The rate of pumping was noted in the field logbook or on sampling forms with the
purge rate adjusted, as necessary, to avoid purging any monitoring well to dryness.
Attempts were made to equilibrate the recharge rate of the aquifer and purge rate.
All sampling equipment was protected to prevent contamination of the samples
(e.g., equipment may be placed on disposable polyethylene plastic sheeting).
Groundwater samples were collected after purging was complete. The tubing was
disconnected from the flow through cell, and the samples were collected from the
pump outlet. The samples were labeled and placed immediately in an ice-filled
cooler for preservation. The sampling information was logged on the laboratory
provided chains-of-custody.
4.0 Groundwater Analytical Results Summary
This section presents the results of groundwater analysis from the April 2023 event at the
Site. A summary of the groundwater analytical data is presented in Table 8 and on Figure
7. Laboratory data sheets are included in Appendix B with field notes and forms included
in Appendix A.
4.1 Historical Analytical Data
Historical data for the Site is summarized in Table 9.A detection of
dibenz(a,h)anthracene at 19MW- (3.6 micrograms per liter (μg/L)) was above the
GCL of 1.2 μg/L. All other detections were below the GCL with some
concentrations of other compounds above the 15A North Carolina Administrative
Code (NCAC) 2L .0202 Groundwater Quality Standards (NC2L). Historical data for
comparison is limited at this site.
4.2 2023 Groundwater Results
During the 2023 sampling event, one detection at RW19-03 was above the GCL
for dibenz(a.h)anthracene with a detection of 3.8 J μg/L. Multiple analytes, as
shown on Table 8, were detected above the NC2L. Figure 7 displays the
groundwater concentrations detected during this sampling event.
The relative percent difference (RPD) was calculated and presented in Table 10.
Calculated RPDs were above 20% for Cyclohexane, Ethylbenzene,
Isopropylbenzene, Xylenes, 2-Methylnaphthalene, Naphthalene, and C11-C22
Aromatics. Based on the concentrations present in the samples, the RPD observed
is acceptable as it would not cause additional exceedances of the GCL. Some of
the results in the duplicate sample were run outside of hold time due to calibration
issues. Laboratory calibration issues and laboratory blanks had contamination
detected which were flagged J1, Q, and B in the analytical tables. Some of the
samples had concentrations which were outside the normal calibration range of
the analytical equipment; the samples were diluted to fall within the calibration
curve of the analytical equipment and are denoted with a D flag in the results.
7
4.3 Free Product Recovery
During gauging of the free product at the Site, hydrophobic socks and any free
product recovered from the wells was placed in a sealable bucket for transport to
the Directorate of Public Works (DPW). Materials were properly disposed of at the
DPW. Approximately 2.9 gallons of product were removed during this event. Figure
6 displays the estimated extent of the free product at the Site.
5.0 Conclusions and Recommendations
During the 2023 gauging and sampling event, all wells were gauged with six wells
sampled. The maximum thickness of product measured at the site was 0.15 feet.
Dibenz(a,h)anthracene was detected above the GCL and multiple other contaminants
were above the NC2L standards. Gauging, sampling, and changing of the absorbent
socks is recommended to continue at the same frequency.
6.0 References
CH2M Hill, 2003.Comprehensive Site Assessment Report, Site SS-19, Building 822.
Pope Air Force Base. July 2, 2003.
Environmental Hydrogeological Consultants (EHC), 1997.Underground Storage Tank
Closure Report, subcontracted to Paramount Contracting Company, Inc. June 1997.
IT Group, 2001.Underground Storage Tank Closure Report, Building 822 – Used Oil
UST,IT Corporation of North Carolina, Inc. May 2001
NCDEQ, 2023. Division of Waste Management, UST Section, Comprehensive Tables for
Corrective Action Guidelines, September 7, 2022 Version, Change 5.
URS, 2005.Corrective Action Plan – Site SS019,Contract No. F41624-00-D-8609, Task
Order No. 0167. June 2005.
URS, 2009.Semi-Annual Corrective Action Monitoring Report – December 2009. March
11, 2010.
URS, 2011.Application for Permit to Construct and/or Use a Well(s) for Injection – Type
5I Wells.Pope Army Air Field, Site SS019, Pilot Study for Injection of Bos 200®,
Supporting documentation provided via email correspondence 26 August 2011, 29
August 2011, 30 September 2011, and 12 October 2011.
Figures
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
SAVANNAH, GEORGIA
Site Vicinity Map
FTBR-310
Figure 1
Copyright:© 2013 National Geographic Society, i-cubed
FTBR-310 Former Hydrant System
0 2,000 4,0001,000 Feet
1 inch equals 2,000 feet ±
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
Geology, Hydrogeology, and
HTRW Design Section
FTBR-310
Site Map with Former Hydrant System,
Pump House, and USTs
Fort Liberty, North Carolina
November 2023 Figure 2
@A
@A@A
@A@A@A@A@A
@A
@A
@A
@A@A
@A @A
@A@A
@A
822@A Monitoring or Recovery Well
Former UST Location
Former Pump House Location
Former Hydrant System
Electric
Natural Gas
Stormwater
Water
Wastewater
0 100 20050Feet
1 inch equals 100 feet
±
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
Geology, Hydrogeology, and
HTRW Design Section
FTBR-310
Monitoring Well Network &
Cross Section Transect
Fort Liberty, North Carolina
November 2023 Figure 3
@A
@A
@A
@A@A@A
@A @A
@A
@A
@A
@A@A
@A @A
@A
@A
@A
822RW19-06
RW19-07
RW19-08
RW19-13
RW19-14
RW19-11
RW19-09
RW19-10
RW19-15
RW19-17
RW19-16
RW19-01R
RW19-18
RW19-12 RW19-05
RW19-04R
RW19-02
RW19-03
A'
A
B
0 70 14035Feet
1 inch equals 70 feet
±
@A Monitoring or Recovery Well
Cross Section
Former UST Location
Former Pump House Location
Former Hydrant System
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
Geology, Hydrogeology, and
HTRW Design Section
WMa
n che
Fortress StSurveyorStSurveyor St
Su
r
v
e
y
o
r

S
t
TankCreekI
nt
e
r
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t
o
rRSt
Pope Army
AirfieldTank CreekTank CreekTank CreekFTBR-310
500-foot Radius
1,000-foot Radius
1,500-foot Radius
Stream
Wetland
No surface water features
within 500-feet of FTBR-310
No groundwater production wells
within 1,000-feet of FTBR-310
No groundwater production wells
within 1,500-feet of FTBR-310
Figure 4November 2023
FTBR-310
Potential Receptor Map
Fort Liberty, North Carolina
0 400 800200Feet
1 inch equals 400 feet
±
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
Geology, Hydrogeology, and
HTRW Design Section
November 2023 Figure 5
@A
@A
@A
@A
@A@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
RW1
9
-
0
6
176.
1
2
RW1
9
-
0
7
176.3
2
RW19-08
176.42
RW19-
1
3
175.98
RW19-1
4
175.44
RW19-
1
1
177.58
RW19-09
176.56
RW19-10
176.13
RW19-15
175.65
RW19-17
RW19-16
175.91
RW19-01R
RW19-18
RW19-12
175.39
RW19-05
178.27
RW19-04R
RW19-02
183.25
RW19-03
176.49
178.00176.50177.50176.0 0
177.0 0
1 inch equals 40 feet$Approximate
Groundwater
Flow Direction
@A Monitoring or Recovery Well
Potentiometric Contour
0408020Feet
±
All groundwater elevations are in feet
above mean sea level
FTBR-310
Groundwater Elevations
Spring 2023
Fort Liberty, North Carolina
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
Geology, Hydrogeology, and
HTRW Design Section
November 2023 Figure 6
@A
@A
@A
@A
@A@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
RW19-17
RW19-16
RW19-18
RW19-12
RW19-02
@A Monitoring or Recovery Well
Estimated Free Product Extent
1 inch equals 40 feet
0408020Feet
±
FTBR-310
Estimated Free Product Extent
Spring 2023
Fort Liberty, North Carolina
2/5/2019 0.17
4/21/2019 0.18
10/31/2019 0.04
8/26/2020 0.00
9/23/2022 0.10
4/28/2023 0.01
Product
Thickness (Ō)
Well ID: RW19‐01R
Date
2/5/2019 0.00
4/21/2019 0.00
3/23/2021 0.00
9/23/2022 0.00
4/28/2023 0.00
Well ID: RW19‐04R
Date Product
Thickness (Ō)
2/5/2019 0.00
4/21/2019 0.00
3/23/2021 0.00
4/28/2023 0.10
Well ID: RW19‐05
Date Product
Thickness (Ō)
2/5/2019 0.04
4/21/2019 0.00
8/26/2020 0.26
3/23/2021 0.00
9/29/2021 0.17
4/8/2022 0.02
9/23/2022 0.00
4/28/2023 0.00
Well ID: RW19‐07
Date Product
Thickness (Ō)
2/5/2019 0.16
4/21/2019 0.69
10/31/2019 0.00
8/26/2020 0.00
3/23/2021 0.00
9/29/2021 0.53
4/8/2022 0.53
4/28/2023 0.01
Well ID: RW19‐14
Date Product
Thickness (Ō)
2/5/2019 0.26
4/21/2019 0.41
8/26/2020 0.00
3/23/2021 NM
4/8/2022 0.34
9/23/2022 0.00
4/28/2023 0.01
Well ID: RW19‐09
Date Product
Thickness (Ō)
2/5/2019 0.00
4/21/2019 0.00
8/26/2020 0.00
3/23/2021 0.00
9/29/2021 0.00
4/8/2022 0.00
9/23/2022 0.00
4/29/2023 0.01
Well ID: RW19‐06
Date Product
Thickness (Ō)
2/5/2019 0.00
4/21/2019 0.00
3/23/2021 0.00
9/29/2021 0.00
9/23/2022 0.20
4/28/2023 0.00
Well ID: RW19‐15
Date Product
Thickness (Ō)
2/5/2019 0.00
4/21/2019 0.00
8/26/2020 0.00
3/23/2021 0.00
9/29/2021 0.00
4/8/2022 0.09
9/23/2022 0.00
4/28/2023 0.00
Date Product
Thickness (Ō)
Well ID: RW19‐08
2/5/2019 0.01
4/21/2019 0.00
8/26/2020 0.00
3/23/2021 0.00
9/29/2021 0.00
4/8/2022 0.00
4/28/2023 0.01
Well ID: RW19‐13
Date Product
Thickness (Ō)
2/5/2019 0.00
4/21/2019 0.17
10/31/2019 0.00
8/26/2020 0.02
9/23/2022 0.00
4/28/2023 0.00
Well ID: RW19‐03
Date Product
Thickness (Ō)
4/21/2019 0.00
3/23/2021 0.00
4/8/2022 0.00
9/23/2022 0.00
4/28/2023 0.01
Well ID: RW19‐10
Date Product
Thickness (Ō)
2/5/2019 0.01
4/21/2019 0.00
3/23/2021 0.00
9/29/2021 0.00
4/8/2022 0.34
9/23/2022 0.00
4/28/2023 0.00
Well ID: RW19‐11
Date Product
Thickness (Ō)
U.S. ARMY CORPS OF ENGINEERS
SAVANNAH DISTRICT
Geology, Hydrogeology, and
HTRW Design Section
November 2023 Figure 7
@A
@A
@A
@A
@A@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
@A
RW19-06
RW19-08
RW19-13
RW19-14
RW19-09
RW19-10
RW19-17
RW19-01R
RW19-18
RW19-12 RW19-05
RW19-02
RW19‐07 DetecƟon NC 2L GCL
VOC
Benzene 240 D 1 5,000
Ethylbenzene 120 D 600 80,000
Toluene 1,200 D 600 260,000
Total Xylenes 1,400 D 500 50,000
SVOC
2,4‐Dimethylphenol 3.5 J 100 100,000
2‐Methylnaphthalene 33 30 12,000
Bis(2‐ethlhexyl) phthalate 6.5 JB 3 135
Naphthalene 66 6 6,000
MA VPH and EPH
C9‐C18 AliphaƟcs (a+b)6,200 DMBQ 700 NE
C9‐C22 AromaƟcs (c+d)1,810 DM 200 NE
C5‐C8 AliphaƟcs (x)3,400 DM 400 NE
µg/L
µg/L
µg/L
RW19‐11 DetecƟon NC 2L GCL
VOC
Benzene 34 JD 1 5,000
Ethylbenzene 96 D 600 80,000
Toluene 220 D 600 260,000
Total Xylenes 480 D 500 50,000
SVOC
2‐Methylnaphthalene 35 30 12,000
Bis(2‐ethlhexyl) phthalate 6.1 JB 3 135
Naphthalene 34 6 6,000
MA VPH and EPH
C9‐C18 AliphaƟcs (a+b)2,800 DMBQ 700 NE
C9‐C22 AromaƟcs (c+d)1,000 M 200 NE
C5‐C8 AliphaƟcs (x)1,500 DM 400 NE
µg/L
µg/L
µg/L
RW19‐03 DetecƟon NC 2L GCL
VOC
Benzene 40 J1 1 5,000
Ethylbenzene 300 D 600 80,000
Toluene 720 D J1 600 260,000
Total Xylenes 1,600 D 500 50,000
SVOC
2‐Methylnaphthalene 37 30 12,000
Bis(2‐ethlhexyl) phthalate 6.4 JB 3 135
Dibenz(a,h)anthracene 3.8 J 0.005 1.2
Naphthalene 91 6 6,000
MA VPH and EPH
C9‐C18 AliphaƟcs (a+b)7,300 DMBQ J1 700 NE
C9‐C22 AromaƟcs (c+d)1,990 DM J1 200 NE
C5‐C8 AliphaƟcs (x)3,000 DM 400 NE
µg/L
µg/L
µg/L
RW19‐04R DetecƟon NC 2L GCL
VOC
Ethylbenzene 35 600 80,000
Toluene 24 600 260,000
Total Xylenes 160 500 50,000
SVOC
3&4 Methylphenol 4.6 JNENE
Bis(2‐ethlhexyl) phthalate 6.2 JB 3 135
Naphthalene 9.0 JM 6 6,000
MA VPH and EPH
C9‐C18 AliphaƟcs (a+b)765 MBQ 700 NE
C9‐C22 AromaƟcs (c+d)226 JM 200 NE
C5‐C8 AliphaƟcs (x)450 M 400 NE
µg/L
µg/L
µg/L
RW19‐15 DetecƟon NC 2L GCL
VOC
Benzene 140 1 5,000
Ethylbenzene 85 600 80,000
Toluene 280 DH 600 260,000
Total Xylenes 1,100 DH 500 50,000
SVOC
2‐Methylnaphthalene 31 30 12,000
3&4 Methylphenol 17 NE NE
Bis(2‐ethlhexyl) phthalate 6.4 JB 3 135
Naphthalene 43 6 6,000
MA VPH and EPH
C9‐C18 AliphaƟcs (a+b)9,700 DMBQ 700 NE
C9‐C22 AromaƟcs (c+d)2,420 DM 200 NE
C5‐C8 AliphaƟcs (x)2,500 DM 400 NE
µg/L
µg/L
µg/L
RW19‐16 DetecƟon NC 2L GCL
VOC
Benzene 160 D 1 5,000
Ethylbenzene 150 D 600 80,000
Toluene 510 D 600 260,000
Total Xylenes 500 D 500 50,000
SVOC
2‐Methylnaphthalene 15 J 30 12,000
Bis(2‐ethlhexyl) phthalate 6.0 JB 3 135
Naphthalene 36 6 6,000
MA VPH and EPH
C9‐C18 AliphaƟcs (a+b)2,590 DMBQ 700 NE
C9‐C22 AromaƟcs (c+d)729 DM 200 NE
C5‐C8 AliphaƟcs (x)2,000 DM 400 NE
µg/L
µg/L
µg/L
FTBR-310
Groundwater Concentrations
Spring 2023
Fort Liberty, North Carolina
All concentrations in micrograms per
liter (µg/L)
J: Estimated concentration
H: Hold time exceeded
D: Dilution required
Q: Quality control criteria not met
B: Contaminant found in blank sample
J1: Estimated due to discrepancies in
meeting quality control criteria
M: Manually integrated
@A Monitoring or Recovery Well
1 inch equals 40 feet
0408020Feet
±
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SUBMITTED BY:
PROJECT NUMBER:
FIGURENUMBER:
748776.08000
As Shown

Site FTBR-310
Parsons
draw\747356 Geologic Cross-Section.cdr pup ma 04/28/2014
SCALE:
DATE:
FILE:
FIGURE 3A
FTBR-310
GEOLOGIC
CROSS-SECTION A-A’
Fort Bragg, North Carolina
Note:The depth and thickness of the subsurfacestrata indicated on this selection were generalized
from and interpolated between test locations.Information on actual subsurface conditionsapplies to the specific locations and datesindicated. Subsurface conditions and waterlevels at other locations may differ from
conditions occurring at the indicated locations.
Source:
URS, 2005. Corrective Action Plan -
Site S 019, June 2005S
December 2016
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SUBMITTED BY:
PROJECT NUMBER:
FIGURE
NUMBER:
748776.08000
As Shown

Parsons
draw\747356 Geologic Cross-Section.cdr pup ma 04/28/2014
SCALE:
DATE:
FILE:
FIGURE 3B
FTBR-310
GEOLOGIC
CROSS-SECTION A’-B
Fort Bragg, North Carolina
Note:
The depth and thickness of the subsurface
strata indicated on this selection were generalized
from and interpolated between test locations.
Information on actual subsurface conditions
applies to the specific locations and dates
indicated. Subsurface conditions and water
levels at other locations may differ from
conditions occurring at the indicated locations.
Site FTBR-310
Source:
URS, 2005. Corrective Action Plan -
Site S 019, June 2005S
December 2016
Tables
FTBR-310Table 1UST System InformationUST ID NumberProduct (gasoline, diesel, jet fuel, etc.)Capacity (gallons)Tank DimensionsDate Tank Installed(m/dd/yy)Date Permanently Closed (m/dd/yy)Was Release Associated With UST System? (Yes / No)AVF822-BJP-4 50,000 Unknown 1956 2008UnknownAVF822-C JP-4 50,000 Unknown 1956 2008UnknownAVF822-D JP-4 50,000 Unknown 1956 2008UnknownAVF822-EJP-4 50,000 Unknown 1956 2008UnknownAVF822-FJP-4 50,000 Unknown 1956 2008UnknownAVF822-G JP-4 50,000 Unknown 1956 2008Unknown
Table 2
FTBR-310
UST Owner/Operator Information
T2-1 of T2-2
USTIDNumber NameofOwnerorOperator DatesofOwnership/Operation OwnerorOperator?
AVF822ͲB XVIIIAirborneCorpsandFortLiberty 1956to2008 Owner
USTIDNumber NameofOwnerorOperator DatesofOwnership/Operation OwnerorOperator?
AVF822ͲC XVIIIAirborneCorpsandFortLiberty 1956to2008 Owner
USTIDNumber NameofOwnerorOperator DatesofOwnership/Operation OwnerorOperator?
AVF822ͲD XVIIIAirborneCorpsandFortLiberty 1956to2008 Owner
USTIDNumber NameofOwnerorOperator DatesofOwnership/Operation OwnerorOperator?
AVF822ͲE XVIIIAirborneCorpsandFortLiberty 1956to2008 Owner
Address TelephoneNumber
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
(910)396Ͳ7432
Address TelephoneNumber
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
(910)396Ͳ7432
Address TelephoneNumber
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
(910)396Ͳ7432
Address TelephoneNumber
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
(910)396Ͳ7432
Table 2
FTBR-310
UST Owner/Operator Information
T2-2 of T2-2
USTIDNumber NameofOwnerorOperator DatesofOwnership/Operation OwnerorOperator?
AVF822ͲF XVIIIAirborneCorpsandFortLiberty 1956to2008 Owner
USTIDNumber NameofOwnerorOperator DatesofOwnership/Operation OwnerorOperator?
AVF822ͲG XVIIIAirborneCorpsandFortLiberty 1956to2008 Owner
Address TelephoneNumber
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
(910)396Ͳ7432
Address TelephoneNumber
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
(910)396Ͳ7432
Table 3
FTBR-310
Property Owner Information
Date:10/31/2023 IncidentNo.andName:FTBRͲ310 FacilityID#:29703
TaxParcelNumber/
MapID
Owner/OccupantName
(Last,First,MI)Address
NA XVIIIAirborneCorpsandFortLiberty
DirectorateofPublicWorks(EnvironmentalComplianceBranch)
ATTN:AMIMͲLIPͲEM
Bldg3Ͳ1137
FortLiberty,NC28310
Table 4FTBR-310Monitoring and Remediation Well Construction InformationWell IDDate Installed (m/dd/yy)Well Casing Depth (ft. BGS)Screened Interval (ft BGS)Bottom of Well (ft. TOC)Top of Casing Elevation* (ft.)CommentsRW19-011/31/2005 1111.0-26.025.25 195.97 DestroyedRW19-1R1111.0-26.0NANAInstalled 6/22/2017RW19-0212/1/2008 1111.0-26.021.19 196.03RW19-03 12/13/2005 1111.0-26.026.4 196.09RW19-0412/13/2005 1111.0-26.026.4196.38DestroyedRW19-04R6/22/2017 1111.0-26.0NANARW19-0512/13/2005 1111.0-26.027.2196.13RW19-06 12/13/2005 1111.0-26.0NA196.23RW19-0712/13/2005 1111.0-26.0NA196.25RW19-08 12/13/2005 1111.0-26.0NA196.32RW19-0912/13/2005 1111.0-26.026.3196.09RW19-10 12/13/2005 1111.0-26.0NA196.03RW19-11 12/13/2005 1111.0-26.027.6 196.78RW19-1210/14/2010 9.59.5-24.524.32194.89RW19-13 10/14/2010 9.59.5-24.523.6 195.23RW19-14 11/15/2011 1010.0-25.0NA194.6 Installed in vicinity of former TW19-06 wellRW19-15 11/15/2011 1010.0-25.0NA194.75 Installed in vicinity of former TW19-09 wellRW19-16 11/15/2011 1010.0-25.0NA195.11 Installed in vicinity of former TW19-10 wellRW19-17 11/15/2011 1515.0-25.0NA195.53 Installed as upgradient well southeast of former TW19-11RW19-18 11/15/2011 1010.0-25.0NA194.69 Installed between former wells TW19-11 and TW19-15TW19-01 3/20/2003 1616.0-26.0NA194.65 Properly abandoned on 11/15/2011TW19-02 5/6/2003 2020.0-32.0NA197.18Unable to locate. Remains as side-gradient monitoring point. TW19-03 5/5/2003 NA20.0-32.0NA195.72 Destroyed by Bldg. 822 excavation activities in 2008TW19-04 12/13/2004 NA10.0-25.0NA195.00 Destroyed by Bldg. 822 excavation activities in 2008TW19-05 12/13/2004 NA10.0-25.0NA194.97 Destroyed by Bldg. 822 excavation activities in 2008TW19-06 12/13/2004 11.611.6-26.625.2 194.92 Properly abandoned on 11/15/2011TW19-07 12/13/2004 1010.0-25.0NA194.94 Properly abandoned on 11/15/2011TW19-08 12/14/2004 1010.0-25.0NA195.59 Destroyed by Bldg. 822 excavation activities in 2008TW19-09 12/14/2004 1010.0-25.025.1 194.70 Properly abandoned on 11/15/2011TW19-10 12/14/2004 1010.0-25.025.23 194.88 Properly abandoned on 11/15/2011TW19-11 12/14/2004 1010.0-25.0NA194.99 Properly abandoned on 11/15/2011TW19-12 12/14/2004 1010.0-25.025 194.89 Properly abandoned on 11/15/2011TW19-13 12/15/2004 88.0-23.0NA195.23 Properly abandoned on 11/15/2011TW19-14 3/4/2005 1313.0-28.0NA195.58 Properly abandoned on 11/15/2011TW19-15 3/4/2005 1010.0-25.025.13 193.59 Properly abandoned on 11/15/2011* Reference Point for Elevation Measurements USGS Survey Monument HARP 1987. All elevations in ft mean sea level.ft BGS = feet below ground surfaceNA = Not Available** If free product is present in a well, groundwater elevation should be calculated by: [Top of Casing Elevation - Depth to Water] + [free product thickness x 0.8581]1/1
Table 5FTBR-310AFVR Free Product Recovery InformationT5-1 of T5-4Date (m/dd/yy)Well ID #Product Type (gas, diesel, etc.)Free Product Recovery Method*Product Thickness before Recovery (inches)Product Thickness after Recovery (inches)Amount of Vaporized ProductAmount of Liquid (Water and Product) (gallons)Amount of Liquid Product (gallons)Total Amount of Product Recovered (gallons) 18-Nov-2013RW19-01RW19-02RW19-05RW19-07RW19-09RW19-12RW19-14RW19-15 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.41RW19-02 = 0.01RW19-05 = 0.69RW19-07 = 0.35RW19-09 = 0.11RW19-12 = 0.06RW19-14 = 0.74RW19-15 = 0.35RW19-01 = 0RW19-02 = 0RW19-05 = 0RW19-07 = 0RW19-09 = 0RW19-12 = 0RW19-14 = 0RW19-15 = 0--796554-Mar-2014RW19-01RW19-04RW19-05RW19-07 RW19-09RW19-14RW19-15Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.10RW19-04 = 0.02RW19-05 = 0.11RW19-07 = 0.30 RW19-09 = 0.60RW19-14 = 0.04RW19-15 = 0.09RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-07 = 0 RW19-09 = 0RW19-14 = 0RW19-15 = 0--760414121-May-2014RW19-01RW19-04RW19-05RW19-07 RW19-09RW19-14RW19-15 RW19-02 RW19-03 RW19-12 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.46RW19-04 = 0.01RW19-05 = 0.78RW19-07 = 1.12 RW19-09 = 0.73RW19-14 = 0.02RW19-15 = 0.00 RW19-02 = 0.00 RW19-03 = 0.00 RW19-12 = 0.00RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-07 = 0 RW19-09 = 0RW19-14 = 0RW19-15 = 0 RW19-02 = 0 RW19-03 = 0 RW19-12 = 0 --1030 30.5 30.520-Aug-2014RW19-01RW19-04RW19-05RW19-07 RW19-09RW19-14Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.18RW19-04 = 0.01RW19-05 = 0.20RW19-07 = 0.52 RW19-09 = 0.43RW19-14 = 0.58RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-07 = 0 RW19-09 = 0RW19-14 = 0--7875519-Nov-2014RW19-01RW19-04RW19-05RW19-03 RW19-15RW19-07 RW19-14 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.51RW19-04 = 0.06RW19-05 = 0.44RW19-03 = 0.21 RW19-15 = 0.13RW19-07 = 0.34 RW19-14 = 0.61RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-15= 0RW19-07 = 0 RW19-14 = 0 --880 7 7
Table 5FTBR-310AFVR Free Product Recovery InformationT5-2 of T5-4Date (m/dd/yy)Well ID #Product Type (gas, diesel, etc.)Free Product Recovery Method*Product Thickness before Recovery (inches)Product Thickness after Recovery (inches)Amount of Vaporized ProductAmount of Liquid (Water and Product) (gallons)Amount of Liquid Product (gallons)Total Amount of Product Recovered (gallons) 18-Feb-2015RW19-01RW19-04RW19-05RW19-03 RW19-15RW19-07 RW19-14 RW19-09Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.08RW19-04 = 0.02RW19-05 = 0.14RW19-03 = 0.00 RW19-15 = 0.00RW19-07 = 0.50 RW19-14 = 0.38 RW19-09 = 0.26RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-15= 0RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--764212113-May-2015RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.31RW19-04 = 0.00RW19-05 = 0.27RW19-03 = 0.21 RW19-07 = 0.50 RW19-14 = 0.32 RW19-09 = 0.36RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--884202018-Aug-2015RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.32RW19-04 = 0.02RW19-05 = 0.38RW19-03 = 0.09 RW19-07 = 0.34 RW19-14 = 0.66 RW19-09 = 0.62RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0 --941 15 1527-Oct-2015RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = 0.00RW19-04 = 0.00RW19-05 = 0.24RW19-03 = 0.00 RW19-07 = 0.21 RW19-14 = 0.20 RW19-09 = 0.05RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--865559-Feb-2016RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = 0.00RW19-05 = 0.37RW19-03 = 0.72 RW19-07 = 1.02 RW19-14 = 0.26 RW19-09 = 0.43RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--68915154-May-2016RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.34RW19-03 = 0.16 RW19-07 = 0.70 RW19-14 = 0.48 RW19-09 = 0.20RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0 --726 10 10
Table 5FTBR-310AFVR Free Product Recovery InformationT5-3 of T5-4Date (m/dd/yy)Well ID #Product Type (gas, diesel, etc.)Free Product Recovery Method*Product Thickness before Recovery (inches)Product Thickness after Recovery (inches)Amount of Vaporized ProductAmount of Liquid (Water and Product) (gallons)Amount of Liquid Product (gallons)Total Amount of Product Recovered (gallons) 10-Aug-2016RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.20RW19-03 = 0.00 RW19-07 = 0.24 RW19-14 = 0.34 RW19-09 = 0.18RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--265101025-Oct-2016RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.13RW19-03 = 0.07 RW19-07 = 0.59 RW19-14 = 0.02 RW19-09 = 0.00RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--7963315-Feb-2017RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09 RW19-12 RW19-02 RW19-15 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = 0.00RW19-05 = 0.03RW19-03 = 0.00 RW19-07 = 0.41 RW19-14 = 0.35 RW19-09 = 0.22 RW19-12 = 0.00 RW19-02 =0.00 RW19-15 =0.00RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0 RW19-02 =0.00 RW19-15 =0.00--7692217-May-2017RW19-01RW19-04RW19-05RW19-03 RW19-07 RW19-14 RW19-09 RW19-16Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.09RW19-03 = 0.00 RW19-07 = 0.10 RW19-14 = 0.35 RW19-09 = 0.32 RW19-16 = 0.00RW19-01 = 0RW19-04 = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--5872215-Aug-2017RW19-01RW19-04RW19-05 RW-04R RW-01RRW19-03 RW19-07 RW19-14 RW19-09 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.10RW19-03 = 0.00 RW19-07 = 0.31 RW19-14 = 0.28 RW19-09 = 0.28 RW-04R =0.00 RW-01R = 0.00RW19-01R = 0RW19-04R = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--5383030
Table 5FTBR-310AFVR Free Product Recovery InformationT5-4 of T5-4Date (m/dd/yy)Well ID #Product Type (gas, diesel, etc.)Free Product Recovery Method*Product Thickness before Recovery (inches)Product Thickness after Recovery (inches)Amount of Vaporized ProductAmount of Liquid (Water and Product) (gallons)Amount of Liquid Product (gallons)Total Amount of Product Recovered (gallons) 22-Feb-2018RW19-01RW19-04RW19-05 RW19-08 RW19-15RW19-03 RW19-07 RW19-14 RW19-09 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.08RW19-03 = 0.01 RW19-07 = 0.06 RW19-14 = 0.66 RW19-09 = 0.29 RW-08 =0.07 RW-15 = 0.06RW19-01R = 0RW19-04R = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--538303024-Aug-2018RW19-01RW19-04RW19-05 RW-04R RW-01RRW19-03 RW19-07 RW19-14 RW19-09 Jet FuelAggressive Fluid Vapor RecoveryRW19-01 = DamagedRW19-04 = DamagedRW19-05 = 0.00RW19-03 = 0.00 RW19-07 = 0.00 RW19-14 = 0.22 RW19-09 = 0.22 RW-04R =0.00 RW-01R = 0.00RW19-01R = 0RW19-04R = 0RW19-05 = 0RW19-03 = 0 RW19-07 = 0 RW19-14 = 0 RW19-09 = 0--5383030
Table 6
FTBR-310
Cumulative Volume of Free Product Recovered from Site
Date of Recovery
Event (m/dd/yy)
Total Volume Recovered from Site During
Current Recovery Event (gallons)
Cumulative Total of Volume Recovered to Date from All
Recovery Events (gallons)
Dec 2005 - June 2013 1 --1,191
11/18/2013 5 1,196
3/4/2014 41 1,237
5/21/2014 30.5 1,268
8/20/2014 5 1,273
11/19/2014 7 1,280
2/18/2015 21 1,301
5/13/2015 20 1,321
8/18/2015 15 1,336
10/27/2015 5 1,341
2/9/2016 15 1,356
5/4/2016 10 1,366
8/10/2016 10 1,376
10/25/2016 3 1,379
2/15/2017 2 1.381
5/17/2017 2 1,383
8/15/2017 30 1413
2/22/2018 1 1414
8/24/2018 TRACE 1414
4/21/2019 TRACE 1414
10/31/2019 TRACE 1414
8/26/2020 0.1 1414.1
3/23/2021 0.1 1414.3
9/29/2021 1.7 1415.9
4/8/2022 3.1 1419.0
4/29/2023 2.9 1421.9
Cumulative Free Product Recovered to Date Site 310:1421.9
Switched to absorbent socks in Oct 2021. Each sock holds 17 oz product
1 Free product recovery volumes from December 2005 - June 2013 reported by URS, 2013. Groundwater Monitoring Report, June 2013,
SS019, Pope Army Air Field, Fayetteville, Cumberland County, North Carolina. July 12, 2013. Recovry volumes from June 2013 to
August 2017 reported by Parsons
1/1
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ1ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/18/2013 18.76 0.41 177.56
2/26/2014 18.55 0.10 177.51
5/21/2014 17.71 0.46 178.65
8/20/2014 18.59 0.18 177.53
11/19/2014 19.31 0.51 177.10
2/18/2015 18.10 0.08 177.94
5/13/2015 18.21 0.31 178.03
8/18/2015 19.04 0.32 177.20
10/22/2015 18.29 0.00 177.68
2/9/2016
8/15/2017 0.00
10/26/2017 18.89 0.01
8/24/2018 18.47 0.01
2/5/2019 16.27 0.17
4/21/2019 17.00 0.18
10/31/2019 18.86 0.04
8/26/2020 17.46 0.00
9/23/2022 20.01 0.10
4/28/2023 19.37 0.01
11/18/2013 17.96 0.01 178.08
2/26/2014 17.84 0.00 178.19
5/21/2014 16.69 0.00 179.34
8/20/2014 17.96 0.00 178.07
11/19/2014 18.46 0.00 177.57
2/18/2015 17.57 0.00 178.46
5/13/2015 17.38 0.00 178.65
8/18/2015 18.24 0.00 177.79
10/22/2015 17.41 0.00 178.62
2/9/2016 16.07 0.00 179.96
5/4/2016 17.01 0.00 179.02
8/10/2016 18.04 0.00 177.99
10/25/2016 16.38 0.00 179.65
2/25/2017 17.70 0.00 178.33
10/26/2017 19.18 0.00 176.85
8/24/2018 12.78 0.00 183.25
2/26/2014 17.95 0.00 178.14
5/21/2014 16.87 0.00 179.22
11/19/2014 18.77 0.21 177.50
2/18/2015 17.65 0.00 178.44
5/13/2015 17.70 0.21 178.57
8/18/2015 18.51 0.09 177.66
10/22/2015 17.86 0.00 178.23
2/9/2016 17.02 0.72 179.69
5/4/2016 17.61 0.16 178.62
8/10/2016 18.13 0.00 177.96
10/25/2016 16.68 0.07 179.47
10/25/2016 16.68 0.07 179.47
2/15/2017 17.62 0.00 178.47
5/17/2017 18.61 0.00 177.48
8/15/2017 17.6 0.00 178.49
10/26/2017 18.41 0.00 177.68
2/20/2018 19.00 0.01 177.10
8/24/2018 17.86 0.00 178.23
2/5/2019 16.27 0.76 180.47
4/21/2019 16.43 0.17 179.81
10/31/2019 19.00 0.00 177.09
8/26/2020 16.07 0.02 180.04
9/23/2022 20.50 0.00 175.59
4/28/2023 19.60 0.00 176.49
11.0-26.0 195.97RW19-01
196.0311.0-26.0RW19-02
Destroyed
RW19-01R NA NA NA
RW19-03 11.0-26.0 196.09
1/7
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ2ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/18/2013 17.80 0.00 178.58
2/26/2014 17.67 0.02 178.73
5/21/2014 16.32 0.01 180.07
8/20/2014 17.62 0.01 178.77
11/19/2014 18.37 0.06 178.06
2/18/2015 17.23 0.02 179.17
5/13/2015 17.02 0.00 179.36
8/18/2015 18.21 0.02 178.19
10/22/2015 17.29 0.00 179.09
2/9/2016 15.68 0.00 180.70
5/4/2016
8/15/2017 0.00
10/26/2017 18.42 0.00
8/24/2018 17.68 0.00
2/5/2019 15.54 0.00
4/21/2019 16.21 0.00
3/23/2021 15.25 0.00
9/23/2022 19.40 0.00
4/28/2023 18.43 0.00
11/18/2013 17.90 0.69 178.82
2/26/2014 16.98 0.11 178.32
5/21/2014 16.60 0.78 179.82
8/20/2014 18.35 0.20 179.70
11/19/2014 18.32 0.44 178.19
2/18/2015 16.92 0.14 179.33
5/13/2015 16.80 0.27 179.56
8/18/2015 18.01 0.38 178.45
10/22/2015 17.30 0.24 179.04
2/9/2016 15.80 0.37 180.65
5/4/2016 17.04 0.34 179.38
8/10/2016 18.78 0.20 177.52
10/25/2016 16.25 0.13 179.99
2/15/2017 17.03 0.03 179.13
5/17/2017 17.71 0.11 178.51
8/15/2017 17.06 0.10 179.16
10/26/2017 17.79 0.09 178.42
2/20/2018 18.35 0.08 177.85
8/24/2018 16.95 0.09 179.26
2/5/2019 14.89 0.00 181.24
4/21/2019 15.56 0.03 180.60
3/23/2021 14.74 0.00 181.39
4/28/2023 17.95 0.10 178.27
2/26/2014 19.65 0.00 176.58
11/19/2014 19.74 0.00 176.49
10/22/2015 19.23 0.00 177.00
10/25/2016 18.05 0.00 178.18
10/26/2017 19.42 0.00 176.81
8/24/2018 19.38 0.00 176.85
2/5/2019 17.50 0.00 178.73
4/21/2019 18.05 0.00 178.18
8/26/2020 18.35 0.00 177.88
3/23/2021 17.43 0.00 178.80
9/29/2021 19.54 0.00 176.69
4/8/2022 20.48 0.00 175.75
9/23/2022 20.05 0.00 176.18
4/29/2023 20.12 0.01 176.12
NA
11.0-26.0 196.23
RW19-05 11.0-26.0 196.13
RW19-06
Destroyed
11.0-26.0 196.38RW19-04
RW19-04R NA NA
2/7
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ3ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/18/2013 19.42 0.35 177.13
2/26/2014 19.85 0.30 176.66
5/21/2014 19.61 1.12 177.60
8/20/2014 19.78 0.52 176.92
11/19/2014 19.99 0.34 176.55
2/18/2015 19.70 0.50 176.98
5/13/2015 19.60 0.50 177.08
8/18/2015 19.85 0.34 176.69
10/22/2015 19.49 0.21 176.94
2/9/2016 19.01 1.02 178.12
5/4/2016 19.45 0.70 177.40
8/10/2016 19.52 0.24 176.94
10/25/2016 18.54 0.59 178.22
2/15/2017 19.13 0.41 177.47
5/17/2017 17.71 0.10 178.63
8/15/2017 19.16 0.31 177.36
10/26/2017 19.59 0.14 176.78
2/20/2018 20.29 0.06 176.01
8/24/2018 19.43 0.00 176.82
2/5/2019 17.62 0.04 178.66
4/21/2019 18.09 0.00 178.16
8/26/2020 18.60 0.26 177.87
3/23/2021 17.63 0.00 178.62
9/29/2021 19.70 0.17 176.70
4/8/2022 20.44 0.02 175.83
9/23/2022 20.60 0.00 175.65
4/28/2023 19.93 0.00 176.32
2/26/2014 19.54 0.00 176.78
11/19/2014 19.68 0.00 176.64
10/22/2015 19.28 0.00 177.04
10/25/2016 18.05 0.00 178.27
10/26/2017 19.41 0.00 176.91
2/20/2018 20.24 0.07 176.14
8/24/2018 19.40 0.00 176.92
2/5/2019 17.59 0.00 178.73
4/21/2019 18.04 0.00 178.28
8/26/2020 18.35 0.00 177.97
3/23/2021 17.56 0.00 178.76
9/29/2021 19.45 0.00 176.87
4/8/2022 20.48 0.09 175.92
9/23/2022 20.07 0.00 176.25
4/28/2023 19.90 0.00 176.42
RW19-07 11.0-26.0 196.25
RW19-08 11.0-26.0 196.32
3/7
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ4ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/18/2013 18.59 0.01 177.51
2/26/2014 19.60 0.60 177.00
5/21/2014 18.81 0.73 177.91
8/20/2014 19.34 0.43 177.12
11/19/2014 19.22 0.00 176.87
2/18/2015 19.10 0.26 177.21
5/13/2015 18.89 0.36 177.51
8/18/2015 19.81 0.62 176.81
10/22/2015 19.13 0.05 177.00
2/9/2016 18.21 0.43 178.25
5/4/2016 18.85 0.20 177.41
8/10/2016 19.09 0.18 177.15
10/25/2016 17.57 0.00 178.52
2/15/2017 18.68 0.22 177.60
5/17/2017 19.32 0.32 177.04
8/15/2017 18.77 0.28 177.56
10/26/2017 19.33 0.31 177.03
2/20/2018 20.08 0.29 176.26
8/24/2018 19.21 0.22 177.07
2/5/2019 17.42 0.26 178.89
4/21/2019 18.00 0.41 178.44
8/26/2020 18.38 0.00 177.71
3/23/2021 16.82 nm na
4/8/2022 20.35 0.34 176.03
9/23/2022 20.30 0.00 175.79
4/28/2023 19.54 0.01 176.56
2/26/2014 19.51 0.00 176.52
11/19/2014 19.66 0.00 176.37
10/22/2015 19.27 0.00 176.76
10/25/2016 18.04 0.00 177.99
10/26/2017 19.41 0.00 176.62
8/24/2018 19.40 0.00 176.63
2/5/2019 NM NM NM
4/21/2019 18.02 0.00 178.01
3/23/2021 17.51 0.00 178.52
4/8/2022 20.45 0.00 175.58
9/23/2022 20.64 0.00 175.39
4/28/2023 19.91 0.01 176.13
2/26/2014 19.80 0.00 176.98
11/19/2014 19.24 0.00 177.54
10/22/2015 18.64 0.00 178.14
10/25/2016 17.25 0.00 179.53
10/26/2017 18.86 0.00 177.92
8/24/2018 18.67 0.00 178.11
2/5/2019 16.64 0.01 180.15
4/21/2019 17.25 0.00 179.53
3/23/2021 16.62 0.00 180.16
9/29/2021 18.96 0.00 177.82
4/8/2022 19.81 0.00 176.97
4/28/2023 19.2 0.00 177.58
RW19-09 11.0-26.0 196.09
RW19-10 11.0-26.0 196.03
RW19-11 11.0-26.0 196.78
4/7
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ5ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/18/2013 18.05 0.06 176.89
2/26/2014 17.90 0.00 176.99
5/21/2014 16.81 0.00 178.08
8/20/2014 18.60 0.00 176.29
11/19/2014 19.63 0.00 175.26
2/18/2015 17.68 0.00 177.21
5/13/2015 17.50 0.00 177.39
8/18/2015 18.54 0.00 176.35
10/22/2015 18.59 0.00 176.30
2/9/2016 16.36 0.00 178.53
5/4/2016 17.33 0.00 177.56
8/10/2016 18.63 0.00 176.26
10/25/2016 16.54 0.00 178.35
2/15/2017 17.58 0.00 177.31
10/26/2017 18.31 0.00 176.58
2/20/2018 18.94 0.00 175.95
8/24/2018 17.83 0.00 177.06
2/5/2019 14.89 0.00 180.00
4/21/2019 16.21 0.00 178.68
3/23/2021 15.31 0.00 179.58
9/23/2022 19.50 0.00 175.39
2/26/2014 18.85 0.00 176.38
11/19/2014 19.26 0.00 175.97
10/22/2015 18.65 0.00 176.58
10/25/2016 17.22 0.00 178.01
10/26/2017 18.91 0.01 176.33
8/24/2018 18.70 0.01 176.54
2/5/2019 16.69 0.01 178.55
4/21/2019 17.25 0.00 177.98
8/26/2020 17.69 0.00 177.54
3/23/2021 16.64 0.00 178.59
9/29/2021 18.93 0.00 176.30
4/8/2022 19.83 0.00 175.40
4/28/2023 19.26 0.01 175.98
11/18/2013 19.21 0.41 175.74
2/26/2014 18.77 0.04 175.86
5/21/2014 17.98 0.02 176.64
8/20/2014 19.21 0.58 175.89
11/19/2014 19.63 0.61 175.49
2/18/2015 18.80 0.38 176.13
5/13/2015 18.72 0.32 176.15
8/18/2015 19.51 0.66 175.66
10/22/2015 18.81 0.20 175.96
2/9/2016 17.61 0.26 177.21
5/4/2016 18.60 0.48 176.41
8/10/2016 18.91 0.34 175.98
10/25/2016 17.16 0.02 177.46
2/15/2017 18.40 0.35 176.50
5/17/2017 18.98 0.35 175.92
8/15/2017 18.40 0.28 176.44
10/26/2017 19.09 0.38 175.84
2/20/2018 20.06 0.66 175.11
8/24/2018 18.79 0.22 176.00
2/5/2019 16.72 0.16 178.02
4/21/2019 17.70 0.69 177.49
10/31/2019 18.99 0.00 175.61
8/26/2020 17.65 0.00 176.95
3/23/2021 16.54 0.00 178.06
9/29/2021 19.22 0.53 175.83
4/8/2022 20.17 0.53 174.88
4/28/2023 19.17 0.01 175.44
RW19-14 10.0-25.0 194.60
RW19-13 9.5-24.5 195.23
RW19-12 9.5-24.5 194.89
5/7
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ6ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/18/2013 18.99 0.35 176.06
2/26/2014 18.56 0.09 176.27
5/21/2014 17.38 0.00 177.37
8/20/2014 18.59 0.00 176.16
11/19/2014 19.59 0.13 175.27
2/18/2015 18.16 0.00 176.59
5/13/2015 17.78 0.00 176.97
8/18/2015 18.54 0.00 176.21
10/22/2015 18.31 0.00 176.44
5/4/2016 18.00 0.00 176.75
8/10/2016 18.41 0.00 176.34
10/25/2016 16.75 0.00 178.00
2/15/2017 18.15 0.00 176.60
10/26/2017 18.61 0.00 176.14
2/20/2018 19.37 0.06 175.43
8/24/2018 18.29 0.00 176.46
2/5/2019 16.46 0.00 178.29
3/23/2021 16.24 0.00 178.51
9/29/2021 19.48 0.00 175.27
9/23/2022 19.90 0.20 175.02
4/28/2023 19.10 0.00 175.65
11/18/2013 18.59 0.00 176.52
2/26/2014 18.90 0.00 176.21
8/20/2014 18.59 0.00 176.52
11/19/2014 19.10 0.00 176.01
2/18/2015 18.32 0.00 176.79
5/13/2015 17.95 0.00 177.16
8/18/2015 18.97 0.00 176.14
10/22/2015 18.48 0.00 176.63
2/9/2016 17.08 0.00 178.03
5/4/2016 18.11 0.00 177.00
8/10/2016 18.63 0.00 176.48
10/25/2016 17.05 0.00 178.06
5/17/2017 18.64 0.00 176.47
10/26/2017 18.85 0.00 176.26
2/20/2018 19.53 0.00 175.58
8/24/2018 18.49 0.00 176.62
2/5/2019 15.87 0.00 179.24
4/21/2019 16.47 0.00 178.64
9/23/2022 20.00 0.00 175.11
4/28/2023 19.20 0.00 175.91
2/26/2014 18.99 0.00 176.54
8/20/2014 18.97 0.00 176.56
11/19/2014 19.47 0.00 176.06
10/22/2015 18.72 0.00 176.81
10/25/2016 17.04 0.00 178.49
8/24/2018 18.76 0.00 176.77
9/23/2022 20.30 0.00 175.23
4/28/2023 NA
2/26/2014 18.62 0.00 176.07
11/19/2014 19.17 0.00 175.52
10/22/2015 18.30 0.00 176.39
10/25/2016 16.92 0.00 177.77
10/26/2017 18.65 0.00 176.04
8/24/2018 18.60 0.00 176.09
9/23/2022 19.95 0.05 174.78
4/28/2023 NA
RW19-15 10.0-25.0 194.75
RW19-16 10.0-25.0 195.11
10.0-25.0 194.69
Not Located
Not Located
RW19-17 15.0-25.0 195.53
RW19-18
6/7
Table 7
FTBR-310
Current and Historical Groundwater Elevations and Free Product Thickness
T7Ͳ7ofT7Ͳ7
Well ID # Date
Screened Interval
(top of screen,
bottom of screen)
Depth to Water*
Uncorrected
(feet)
Free Product
Thickness
(feet)
Top of Casing
Elevation
(MSL)
Groundwater
Surface
Elevation (MSL)
11/19/2014 21.49 0.00 175.69
10/22/2015 20.42 0.00 176.76
10/25/2016 18.99 0.00 178.19
10/26/2017 21.16 0.00 176.02
*Depth to Water is measured from Top of Casing and corrected for Free Product Thickness:
Groundwater Elevation (ft AMSL) = Top of Casing (ft AMSL) - Depth to Water (ft) + Free Product Thickness*0.8581(ft)
197.1820.0-32.0TW19-02
na = not applicable
nm = not measured
7/7
Table 8Analytical Data SummaryFTBR-310T8-1 of T8-3Lab ID:680-234378-1 680-234378-2 680-234378-3 680-234378-4 680-234378-5 680-234378-6680-234378-7 680-234378-8 680-234378-9Client ID:RW19-07-04-23 RW19-11-04-23 RW19-03-04-23 RW19-04R-04-23 RW19-15-04-23 RW19-16-04-23310-FB01-04-23 310-Dup-1-04-23 Trip BlankSampled Date:4/29/2023 4/29/2023 4/29/2023 4/29/2023 4/29/2023 4/29/20234/29/2023 4/29/2023 4/29/20231,1,1-Trichloroethane200200,000NDNDNDNDNDNDNDNDND1,1,2,2-Tetrachloroethane0.2200NDNDNDNDNDNDNDNDND1,1,2-Trichloroethane0.6600NDNDNDNDNDNDNDNDND1,1-Dichloroethane66,000NDNDNDNDNDNDNDNDND1,1-Dichloroethene350350,000NDNDNDNDNDNDNDNDND1,2-Dibromo-3-Chloropropane0.0002NENDNDNDNDNDNDNDNDND1,2-Dichlorobenzene2020,000NDNDNDNDNDNDNDNDND1,2-Dichloroethane0.4400NDNDNDNDNDNDNDNDND1,2-Dichloropropane0.6600NDNDNDNDNDNDNDNDND1,3-Dichlorobenzene20061,500NDNDNDNDNDNDNDNDND1,4-Dichlorobenzene6405NDNDNDNDNDNDNDNDND2-Butanone (MEK)4,0004,000,000NDNDNDNDNDNDNDNDND4-Methyl-2-pentanone (MIBK)100100,000NDNDNDND6.6 JNDNDNDNDAcetone6,0006,000,000NDND33ND170NDNDNDNDBenzene15,000240 D34 JD40 J1ND140160 DND37NDBromoform44,000NDNDNDNDNDNDNDNDNDBromomethane10100,000NDNDNDNDNDNDNDNDNDCarbon disulfide700550,000NDNDNDNDNANDNDNDNDCarbon tetrachloride0.3NENDNDNDNDNDNDNDNDNDChlorobenzene5050,000NDNDNDNDNDNDNDNDNDChlorodibromomethane0.4NENDNDNDNDNDNDNDNDNDChloroethane3,000NENDNDNDNDNDNDNDNDNDChloroform7070,000NDNDNDNDNDNDNDNDNDChloromethane33,000NDNDNDNDNDNDNDNDNDcis-1,2-Dichloroethene7070,000NDNDNDNDNDNDNDNDNDcis-1,3-Dichloropropene0.4400NDNDNDNDNDNDNDNDNDCyclohexaneNENE100 D120 D170 D3711063 DND150NDDibromomethaneNENENDNDNDNDNDNDNDNDNDDichlorobromomethaneNENENDNDNDNDNDNDNDNDNDDichlorodifluoromethane1,000140,000NDNDNDNDNDNDNDNDNDEthylbenzene60080,000120 D96 D300 D3585150 DND120NDIsopropylbenzene7030,500ND28 JD335.11014 DND22NDMethyl tert-butyl ether2020,000NDNDNDNDNDNDNDNDNDMethylcyclohexaneNENE71 JD78 JD120 J11912036 DND85NDMethylene Chloride55,000NDNDNDNDNDNDNDNDNDTetrachloroethene0.7700NDNDNDNDNDNDNDNDNDToluene600260,0001,200 D220 D720 D J124280 DH510 DND240 DHNDtrans-1,2-Dichloroethene100100,000NDNDNDNDNDNDNDNDNDtrans-1,3-Dichloropropene0.4400NDNDNDNDNDNDNDNDNDTrichloroethene33,000NDNDNDNDNDNDNDNDNDTrichlorofluoromethane2,000550,000NDNDNDNDNDNDNDNDNDVinyl chloride0.0330NDNDNDNDNDNDNDNDNDXylenes, Total50050,0001,400 D480 D1,600 D1601,100 DH 500 DND660 DHND15A NCAC 02L GWQS (μg/L)Gross Contaminant Level (μg/L)Volatile Organic Compounds by EPA Method 8260 ( μg/L )
Table 8Analytical Data SummaryFTBR-310T8-2 of T8-3Lab ID:680-234378-1 680-234378-2 680-234378-3 680-234378-4 680-234378-5 680-234378-6680-234378-7 680-234378-8 680-234378-9Client ID:RW19-07-04-23 RW19-11-04-23 RW19-03-04-23 RW19-04R-04-23 RW19-15-04-23 RW19-16-04-23310-FB01-04-23 310-Dup-1-04-23 Trip BlankSampled Date:4/29/2023 4/29/2023 4/29/2023 4/29/2023 4/29/2023 4/29/20234/29/2023 4/29/2023 4/29/202315A NCAC 02L GWQS (μg/L)Gross Contaminant Level (μg/L)1,1'-Biphenyl400 NEND ND ND ND ND ND ND ND2,4,5-Trichlorophenol63 NEND ND ND ND ND ND ND ND2,4,6-Trichlorophenol4NEND ND ND ND ND ND ND ND2,4-Dichlorophenol0.98 980ND ND ND ND ND ND ND ND2,4-Dimethylphenol100 100,0003.5 JND ND ND ND ND ND ND2,4-DinitrophenolNE NEND ND ND ND ND ND ND ND2,4-Dinitrotoluene0.1 NEND ND ND ND ND ND ND ND2,6-DinitrotolueneNE NEND ND ND ND ND ND ND ND2-ChloronaphthaleneNE NEND ND ND ND ND ND ND ND2-Chlorophenol0.4 NEND ND ND ND ND ND ND ND2-Methylnaphthalene30 12,00033 35 37ND3115 JND23 Q2-MethylphenolNE 400,000ND ND ND ND ND ND ND ND2-NitroanilineNE NEND ND ND ND ND ND ND ND2-NitrophenolNE NEND ND ND ND ND ND ND ND3 & 4 MethylphenolNE NEND ND ND4.6 J 17ND ND ND3,3'-DichlorobenzidineNE NEND ND ND ND ND ND ND ND3-NitroanilineNE NEND ND ND ND ND ND ND ND4,6-Dinitro-2-methylphenolNE NEND ND ND ND ND ND ND ND4-Bromophenyl phenyl etherNENENDNDNDNDNDNDNDND4-Chloro-3-methylphenolNENENDNDNDNDNDNDNDND4-Chloroaniline0.37NENDNDNDNDNDNDNDND4-Chlorophenyl phenyl etherNENENDNDNDNDNDNDNDND4-NitroanilineNENENDNDNDNDNDNDNDND4-NitrophenolNENENDNDNDNDNDNDNDNDAcenaphthene801,950NDNDNDNDNDNDNDNDAcenaphthylene2008,000NDNDNDNDNDNDNDNDAcetophenone700NENDNDNDNDNDNDNDNDAnthracene2,0002,000NDNDNDNDNDNDNDNDAtrazine3 NE NDNDND ND NDNDND NDBenzaldehyde700NENDNDNDNDNDNDNDNDBenzo[a]anthracene0.054.7NDNDNDNDNDNDNDNDBenzo[a]pyrene0.0050.8NDNDNDNDNDNDNDNDBenzo[b]fluoranthene0.050.75NDNDNDNDNDNDNDNDBenzo[g,h,i]perylene200 200 NDNDND ND NDNDND NDBenzo[k]fluoranthene0.50.5NDNDNDNDNDNDNDNDbis (2-chloroisopropyl) etherNENENDNDNDNDNDNDNDNDBis(2-chloroethoxy)methaneNENENDNDNDNDNDNDNDNDBis(2-chloroethyl)ether0.0330NDNDNDNDNDNDNDNDBis(2-ethylhexyl) phthalate31356.5 JB 6.1 JB6.4 JB6.2 JB6.4 JB 6.0 JB 6.0 JB 6.2 JQBButyl benzyl phthalate1,000NENDNDNDNDNDNDNDNDCaprolactam4,000NENDNDNDNDNDND9.6 JNDCarbazole2 NE NDNDND ND NDNDND NDChrysene55NDNDNDNDNDNDNDNDDibenz(a,h)anthracene0.0051.2NDND3.8 JNDNDNDNDNDDibenzofuran281,550NDNDNDNDNDNDNDNDDiethyl phthalate6,000NENDNDNDNDNDNDNDNDDimethyl phthalateNENENDNDNDNDNDNDNDNDDi-n-butyl phthalate700NENDNDNDNDNDNDNDNDDi-n-octyl phthalate100NENDNDNDNDNDNDNDNDFluoranthene300300NDNDNDNDNDNDNDNDFluorene300845NDNDNDNDNDNDNDNDHexachlorobenzene0.02NENDNDNDNDNDNDNDNDHexachlorocyclopentadieneNENENDNDNDNDNDNDNDNDHexachloroethaneNENENDNDNDNDNDNDNDNDIndeno[1,2,3-cd]pyrene0.050.095NDNDNDNDNDNDNDNDIsophorone40NENDNDNDNDNDNDNDNDSemi-volatile Organic Compound by EPA Method 8270 (μg/L )
Table 8Analytical Data SummaryFTBR-310T8-3 of T8-3Lab ID:680-234378-1 680-234378-2 680-234378-3 680-234378-4 680-234378-5 680-234378-6680-234378-7 680-234378-8 680-234378-9Client ID:RW19-07-04-23 RW19-11-04-23 RW19-03-04-23 RW19-04R-04-23 RW19-15-04-23 RW19-16-04-23310-FB01-04-23 310-Dup-1-04-23 Trip BlankSampled Date:4/29/2023 4/29/2023 4/29/2023 4/29/2023 4/29/2023 4/29/20234/29/2023 4/29/2023 4/29/202315A NCAC 02L GWQS (μg/L)Gross Contaminant Level (μg/L)Naphthalene66,00066 34 91 9.0 JM4336ND25NitrobenzeneNE NE ND ND ND ND ND ND ND NDN-Nitrosodi-n-propylamineNE NE ND ND ND ND ND ND ND NDN-Nitrosodiphenylamine0.0007 NE ND ND ND ND ND ND ND NDPentachlorophenol0.3 300 ND ND ND ND ND ND ND NDPhenanthrene200 550 ND ND ND ND ND ND ND NDPhenol30 30,000 ND ND ND ND ND ND ND NDPyrene200 200 ND ND ND ND ND ND ND NDC5-C8 Aliphatics (x) 400 NE3,400 DM 1,500 DM 3,000 DM 450 M2,500 DM2,000 DMND1,600 DMC9-C10 Aromatics (c) NE NE1,400 DM 830 M 1,600 DM J1 200 M1,500 DM640 DMND850 DMC9-C12 Aliphatics (a) NE NE5,100 DM 2,400 DM 5,700 DM 690 M5,000 DM 2,200 DMND2,400 DMC11-C22 Aromatics (d) NE NE410 M 170 M 390 M J1 26 JM920 M 89 MND210 HMC19-C36 Aliphatics (y) 10,000 NE14 JM 20 JND ND11 JNDNDNDC9-C18 Aliphatics (b) NE NE1,100 MBQ 400 BQ 1,600 MBQ J1 75 MBQ4,700 DMBQ390 BQ18 JMBQ380 HBC9-C18 Aliphatics (a+b)700 NE6,200 DMBQ 2,800 DMBQ 7,300 DMBQ J1 765 MBQ9,700 DMBQ 2,590 DMBQ18 JMBQ2,780 DMHBC9-C22 Aromatics (c+d)200 NE1,810 DM 1,000 M 1,990 DM J1 226 JM2,420 DM 729 DMND1,060 DMHNotes:B: Contamination in a blank sample was detectedD: Dilution of sample requiredH: Sample was prepped or analyzed beyond the specified holding timeJ: Estimated: The analyte was positively identified; the quantitation is an estimationJ1 = The quantitation is an estimation due to discrepencies in meeting certain analyte-specific quality control criteriaM :Manual integrated compound.Q: One or more quality control criteria failedμg/L: micrograms per literNA: Not analyzedND: Not DetectedNE: Not Established: if GCL is NE, the NC2L is the applicable standard.Purple text exceeds NC2L, Red text exceeds GCLNCDEQ MADEP Table 11 Worksheet (Rev0421) (μg/L)MADEP VPH ( μg/L )MADEP EPH ( μg/L )
Table 9
FTBR-310
Historical Data
T6-1 of T6-6
RW19-02 RW19-04 RW19-03-04-23 RW19-04R-04-23 RW19-06 RW19-06 RW19-06 RW19-07 RW19-07-04-23 RW19-08 RW19-08
4/17/2013 11/1/2011 4/29/2023 4/29/2023 11/1/2011 2/26/2014 4/21/2019 11/1/2011 4/29/2023 11/1/2011 4/17/2013
680-234378-3 680-234378-4 21402273001 680-167984-2 680-234378-1
1,1,1,2-Tetrachloroethane 1 1,000 NA NA NA NA NA NA ND NA NA NA NA
1,1,1-Trichloroethane 200 200,000 NA NA ND ND NA ND ND NA ND NA NA
1,1,2,2-Tetrachloroethane 0.2 200 NA NA NA NA NA ND ND NA NA NA NA
1,1,2-Trichloroethane 0.6 600 NA NA ND ND NA ND ND NA ND NA NA
1,1-Dichloroethane 6 6,000 NA NA NA NA NA ND ND NA NA NA NA
1,1-Dichloroethene 350 350,000 NA NA NA NA NA ND ND NA NA NA NA
1,2,3-Trichlorobenzene NE NE NA NA NA NA NA ND ND NA NA NA NA
1,2,3-Trichloropropane 0.005 NE NA NA NA NA NA ND ND NA NA NA NA
1,2,3-Trimethylbenzene NE NE NA NA NA NANANANANANANANA
1,2,4-Trichlorobenzene 70 24,500 NA NA ND ND NA ND ND NA ND NA NA
1,2,4-Trimethylbenzene 400 28,500 NA NA NA NA NA 281 61 NA NA NA NA
1,2-Dibromo-3-Chloropropane 0.0002 NE NA NA ND ND NA NA ND NA ND NA NA
1,2-Dichlorobenzene 20 20,000 NA NA ND ND NA ND ND NA ND NA NA
1,2-Dichloroethane 0.4 400 NA NA NA NA NA ND ND NA NA NA NA
1,2-Dichloropropane 0.6 600 NA NA NA NA NA ND ND NA NA NA NA
1,3,5-Trimethylbenzene 400 24,100 NA NA NA NA NA 92.1 25 NA NA NA NA
1,3-Dichlorobenzene 200 61,500 NA NA ND ND NA ND ND NA ND NA NA
1,3-Dichloropropane 0.4 NE NA NA NA NA NA ND ND NA NA NA NA
1,4-Dichlorobenzene 6 405 NA NA NA NA NA ND ND NA NA NA NA
2,2-Dichloropropane NE NE NA NA NA NA NA ND ND NA NA NA NA
2-Butanone (MEK)4,000 4,000,000 NA NA ND ND NA ND ND NA ND NA NA
2-Chloroethyl vinyl ether NE NE NA NA NA NA NA NA ND NA NA NA NA
2-Chlorotoluene NE NE NA NA NA NA NA ND ND NA NA NA NA
2-Hexanone 40 40,000 NA NA NA NA NA ND ND NA NA NA NA
2-Methylnaphthalene 30 12,000 NA NA NA NA NA NA NA NA NA NA NA
2-Nitropropane NE NE NA NA NA NA NA NA NA NA NA NA NA
4-Chlorotoluene 24 24,000 NA NA NA NA NA ND ND NA NA NA NA
4-Isopropyltoluene (p-Isopropultoluene)25 11,700 NA NA NA NA NA NA 2.4 NA NA NA NA
4-Methyl-2-pentanone (MIBK)100 100,000 NA NA ND ND NA ND ND NA ND NA NA
Acetone 6,000 6,000,000 NA NA 33 ND NA 27.4 J 12 NA ND NA NA
Acetonitrile NE NE NA NA NA NA NA NA NA NA NA NA NA
Acrolein 4 NE NA NA NA NANANANANANANANA
Allyl Chloride NENENANANANANANANANANANANA
Benzene 1 5,000 NA 152 J 40 J1 ND 207 J 334 32 1,100 J 240 D 1,400 J NA
Bromobenzene NE NE NA NA NA NA NA ND ND NA NA NA NA
Bromoform 4 4,000 NA NA ND ND NA ND ND NA ND NA NA
Bromomethane 10 100,000 NA NA ND ND NA ND ND NA ND NA NA
Carbon disulfide 700 550,000 NA NA ND ND NA NA ND NA ND NA NA
Carbon tetrachloride 0.3 NE NA NA ND ND NA ND ND NA ND NA NA
Chlorobenzene 50 50,000 NA ND ND ND ND ND ND ND ND ND NA
Chlorobromomethane NE NE NA NA NA NA NA ND ND NA NA NA NA
Chlorodibromomethane 0.4 NE NA NA ND ND NA NA ND NA ND NA NA
Chloroethane 3,000 NE NA NA ND ND NA ND ND NA ND NA NA
Chloroform 70 70,000 NA NA ND ND NA ND ND NA ND NA NA
Chloromethane 3 3,000 NA NA ND ND NA ND ND NA ND NA NA
cis-1,2-Dichloroethene 70 70,000 NA NA ND ND NA ND ND NA ND NA NA
cis-1,3-Dichloropropene 0.4 400 NA NA ND ND NA ND ND NA ND NA NA
Cyclohexane NE NE NA NA 170 D 37 NA NA NA NA 100 D NA NA
Dibromomethane NE NE NA NA NA NA NA NA ND NA NA NA NA
Dichlorobromomethane NE NE NA NA ND ND NA ND ND NA ND NA NA
Dichlorodifluoromethane 1,000 140,000 NA NA ND ND NA ND ND NA ND NA NA
Ethylbenzene 600 80,000 NA 649 300 D 35 1,220 J 218 43 436 120 D 697 NA
Ethylene Dibromide 0.02 50 NA NA ND ND NA ND ND NA ND NA NA
Hexachlorobutadiene 0.4 400 NA NA NA NA NA ND ND NA NA NA NA
Hexane 400 NE NA NA NA NA NA NA NA NA NA NA NA
Heptane 400 NE NA NA NA NA NA NA NA NA NA NA NA
Isopropylbenzene 70 30,500 NA NA 33 5.1 NA 43.1 6.2 NA ND NA NA
Methyl tert-butyl ether 20 20,000 NA ND ND ND ND NA ND ND ND ND NA
Methylcyclohexane NENENANA120 J1 19 NA NA NA NA 71 JD NA NA
Methylene Chloride 5 5,000 NA NA ND ND NA ND ND NA ND NA NA
m-Xylene & p-Xylene NE NE NA NA NA NA NA 881 140 NA NA NA NA
Naphthalene 6 6,000 NA NA NA NA NA NA 14 NA NA NA NA
Well ID
Date Sampled
Laboratory Control ID
NC2L
Groundwater
Standard (μg/L)
NC Gross
Contaminant
Level
Volatile Organic Compounds by EPA Method 8260 ( μg/L )
Table 9
FTBR-310
Historical Data
T6-2 of T6-6
RW19-02 RW19-04 RW19-03-04-23 RW19-04R-04-23 RW19-06 RW19-06 RW19-06 RW19-07 RW19-07-04-23 RW19-08 RW19-08
4/17/2013 11/1/2011 4/29/2023 4/29/2023 11/1/2011 2/26/2014 4/21/2019 11/1/2011 4/29/2023 11/1/2011 4/17/2013
680-234378-3 680-234378-4 21402273001 680-167984-2 680-234378-1
Well ID
Date Sampled
Laboratory Control ID
NC2L
Groundwater
Standard (μg/L)
NC Gross
Contaminant
Level
n-Butylbenzene 70 5,900 NA NA NA NA NA ND ND NA NA NA NA
n-Propylbenzene 70 26,100 NA NA NA NA NA 16 6.3 NA NA NA NA
o-Xylene NE NE NA NA NA NA NA 528 69 NA NA NA NA
sec-Butylbenzene 70 8,800 NA NA NA NA NA 4.23 J 1.8 M NA NA NA NA
Styrene 70 70,000 NA NA ND ND NA ND ND NA ND NA NA
tert-Butylbenzene 70 14,750 NA NA NA NA NA ND 0.67 J NA NA NA NA
Tetrachloroethene 0.7 700 NA NA ND ND NA ND ND NA ND NA NA
Toluene 600 260,000 NA 2,660 720 D J1 24 2,080 1,210 190 2,740 1,200 D 3,050 NA
trans-1,2-Dichloroethene 100 100,000 NA NA ND ND NA ND ND NA ND NA NA
trans-1,3-Dichloropropene 0.4 400 NA NA ND ND NA ND ND NA ND NA NA
Trichloroethene 3 3,000 NA NA ND ND NA ND ND NA ND NA NA
Trichlorofluoromethane 2,000 550,000 NA NA ND ND NA ND ND NA ND NA NA
Vinyl acetate 88 88,000 NA NA NA NA NA ND ND NA NA NA NA
Vinyl chloride 0.03 30 NA NA ND ND NA ND ND NA ND NA NA
Xylenes, Total 500 50,000 NA 3,040 J 1,600 D 160 2,410 J 1,410 210 2,390 J 1,400 D 3,270 J NA
1,1'-Biphenyl 400 NE NA NA ND ND NA NA ND NA ND NA NA
2,4,5-Trichlorophenol 63 NE NA NA ND ND NA NA ND NA ND NA NA
2,4,6-Trichlorophenol 4 NE NA NA ND ND NA ND ND NA ND NA NA
2,4-Dichlorophenol 0.98 980 NA NA ND ND NA ND ND NA ND NA NA
2,4-Dimethylphenol 100 100,000 2.3 J ND ND ND ND ND ND ND 3.6 J ND 9.9
2,4-Dinitrophenol NE NE NA NA ND ND NA ND ND NA ND NA NA
2,4-Dinitrotoluene 0.1 NE NA ND ND ND ND ND ND ND ND 24.4 J NA
2,6-Dinitrotoluene NE NE NA NA ND ND NA ND ND NA ND NA NA
2-Chloronaphthalene NE NE NA NA ND ND NA ND ND NA ND NA NA
2-Chlorophenol 0.4 NE NA NA ND ND NA ND ND NA ND NA NA
2-Methylnaphthalene 30 12,000 45.8 89.2 JM 37 ND 274 JM 34 1.9 J 204 JM 33 524 JM 47.1
2-Methylphenol 400 400,000 ND ND ND ND ND 3.3 J ND ND ND ND ND
2-Nitroaniline NE NE NA NA ND ND NA NA ND NA ND NA NA
2-Nitrophenol NE NE NA NA ND ND NA ND ND NA ND NA NA
3 & 4 Methylphenol NE NE NA NA ND 4.6 J NA NA ND NA ND NA NA
3,3'-Dichlorobenzidine NE NE NA NA ND ND NA ND ND NA ND NA NA
3-Nitroaniline NE NE NA NA ND ND NA NA ND NA ND NA NA
4,6-Dinitro-2-methylphenol NE NE NA NA ND ND NA ND ND NA ND NA NA
4-Bromophenyl phenyl ether NE NE NA NA ND ND NA ND ND NA ND NA NA
4-Chloro-3-methylphenol NE NE NA NA ND ND NA ND ND NA ND NA NA
4-Chloroaniline 0.37 NE NA NA ND ND NA ND ND NA ND NA NA
4-Chlorophenyl phenyl ether NE NE NA NA ND ND NA ND ND NA ND NA NA
4-Nitroaniline NE NE NA NA ND ND NA NA ND NA ND NA NA
4-Nitrophenol NE NE NA NA ND ND NA ND ND NA ND NA NA
Acenaphthene 80 1,950 ND ND ND ND ND ND ND ND ND 20.9 J ND
Acenaphthylene 200 8,000 NA NA ND ND NA ND ND NA ND NA NA
Acetophenone 700 NE NA NA ND ND NA NA ND NA ND NA NA
Anthracene 2,000 2,000 ND ND ND ND ND ND ND ND ND 12.3 J ND
Atrazine 3 NENANANDNDNANANDNANDNANA
Benzaldehyde 700 NE NA NA ND ND NA NA ND NA ND NA NA
Benzo[a]anthracene 0.05 4.7 ND ND ND ND ND ND ND ND ND 15.1 J ND
Benzo[a]pyrene 0.005 0.8 NA NA ND ND NA ND ND NA ND NA NA
Benzo[b]fluoranthene 0.05 0.75 NA NA ND ND NA ND ND NA ND NA NA
Benzo[g,h,i]perylene 200 200 NA NA ND ND NA ND ND NA ND NA NA
Benzo[k]fluoranthene 0.5 0.5 NA NA ND ND NA ND ND NA ND NA NA
Bis (2-chloroisopropyl) ether NE NE NA NA ND ND NA NA ND NA ND NA NA
Bis(2-chloroethoxy)methane NE NE NA NA ND ND NA ND ND NA ND NA NA
Bis(2-chloroethyl)ether 0.03 30 NA NA ND ND NA ND ND NA ND NA NA
Bis(2-ethylhexyl) phthalate 3 135 ND ND 6.4 JB 6.2 JB 23.1 J ND ND 12.2 J 6.5 JB 110 2.7 J
Butyl benzyl phthalate 1,000 NE NA NA ND ND NA NA ND NA ND NA NA
Caprolactam 4,000 NE NA NA ND ND NA NA ND NA ND NA NA
Carbazole 2 NENANANDNDNANANDNANDNANA
Chrysene 5 5 ND ND ND ND ND ND ND ND ND 15 J ND
Dibenz(a,h)anthracene 0.005 1.2 NA NA 3.8 J ND NA ND ND NA ND NA NA
Dibenzofuran 28 1,550 ND ND ND ND ND 0.578 J ND 4.2 J ND ND ND
Diethyl phthalate 6,000 NE 1.3 J ND ND ND ND ND ND ND ND ND ND
Dimethyl phthalate NE NE NA NA ND ND NA ND ND NA ND NA NA
Semi-volatile Organic Compound by EPA Method 8270 (μg/L )
Table 9
FTBR-310
Historical Data
T6-3 of T6-6
RW19-02 RW19-04 RW19-03-04-23 RW19-04R-04-23 RW19-06 RW19-06 RW19-06 RW19-07 RW19-07-04-23 RW19-08 RW19-08
4/17/2013 11/1/2011 4/29/2023 4/29/2023 11/1/2011 2/26/2014 4/21/2019 11/1/2011 4/29/2023 11/1/2011 4/17/2013
680-234378-3 680-234378-4 21402273001 680-167984-2 680-234378-1
Well ID
Date Sampled
Laboratory Control ID
NC2L
Groundwater
Standard (μg/L)
NC Gross
Contaminant
Level
Di-n-butyl phthalate 700 NE NA NA ND ND NA ND ND NA ND NA NA
Di-n-octyl phthalate 100 NE NA NA ND ND NA ND ND NA ND NA NA
Fluoranthene 300 300 ND ND ND ND ND ND ND ND ND 38.8 J ND
Fluorene 300 845 ND ND ND ND ND 0.429 J ND 3.4 J ND 30.2 J ND
Hexachlorobenzene 0.02 NE NA NA ND ND NA ND ND NA ND NA NA
Hexachlorocyclopentadiene NE NE NA NA ND ND NA ND ND NA ND NA NA
Hexachloroethane NE NE NA NA ND ND NA ND ND NA ND NA NA
Indeno[1,2,3-cd]pyrene 0.05 0.095 NA NA ND ND NA ND ND NA ND NA NA
Isophorone 40 NE NA NA ND ND NA ND ND NA ND NA NA
Naphthalene 6 6,000 107 216 M 91 9.0 JM 387 M 74.7 NA 233 M 66 498 M 99
Nitrobenzene NE NE ND ND ND ND 55.6 J ND ND ND ND ND ND
N-Nitrosodi-n-propylamine NE NE NA NA ND ND NA ND ND NA ND NA NA
N-Nitrosodiphenylamine 0.0007 NE NA NA ND ND NA ND ND NA ND NA NA
Pentachlorophenol 0.3 300 NA NA ND ND NA ND ND NA ND NA NA
Phenanthrene 200 550 ND ND ND ND ND ND ND ND ND 88.8 J 1.2 J
Phenol 30 30,000 ND ND ND ND ND ND ND 2.6 J ND ND ND
Pyrene 200 200 ND ND ND ND ND ND ND ND ND 47.8 J ND
C5-C8 Aliphatics (x)400 NE NA 10,200 3,000 DM 450 M 6,980 4,730 940 8,740 3,400 DM 11,800 NA
C9-C10 Aromatics (c)NE NE NA 4,950 J 1,600 DMJ1 200 M 5,050 2,400 430 4,160 J 1,400 DM 6,070 NA
C9-C12 Aliphatics (a)NE NE NA 7,260 2,400 D 690 M 7,220 7,390 790 5,730 5,100 DM 8,960 NA
C11-C22 Aromatics (d)NE NE NA 558 JM 390 MJ1 26 JM 862 JM 525 110 M 7,430 JM 410 M 61,200 JM NA
C19-C36 Aliphatics (y)10,000 NE NA ND ND ND 126 J ND ND 250 J 14 JM 22,400 J NA
C9-C18 Aliphatics (b)NE NE NA 2,330 J 1,600 MBQJ1 75 MBQ 5,090 J 138 240 M 76,300 JM 1,100 MBQ 238,000 J NA
C9-C18 Aliphatics (a+b)700 NE NA 9,590 J 4,000 DMBQJ1 765 MBQ 12,310 J 7,528 1,030 M 82,030 J 6,200 DMBQ 246.960 J NA
C9-C22 Aromatics (c+d)200 NE NA 5,508 JM 1,990 DMJ1 226 JM 5,912 JM 2,925 540 M 11,590 JM 1,810 DM 67,270 JM NA
Notes:
Bolded value = detectable concentration.
Purple value = NC2L Groundwater Standard exceedance
Red value = Gross Contaminant Level Exceedance
NA = Not Analyzed; NE = Not Established; ND = Not Detected
J = Analyte positively identified, concentration estimated
B = Analyte was detected in a blank
Q = LCS/LCSD recovery and/or RPD was outside control limits/CCV did not meet acceptance criteria.
H = Hold time exceeded; M = Manually Integrated; D = Dilution required to get concentration within calibration curve
J1 = The quantitation is an estimation due to discrepencies in meeting certain analyte-specific quality control criteria.
NC2L = North Carolina subchapter 2L groundwater standards.
μg/L = micrograms per liter
MADEP EPH ( μg/L )
NCDEQ MADEP Table 11 Worksheet (Rev0421) (μg/L)
MADEP VPH ( μg/L )
Table 9
FTBR-310
Historical Data
T6-4 of T6-6
1,1,1,2-Tetrachloroethane 1 1,000
1,1,1-Trichloroethane 200 200,000
1,1,2,2-Tetrachloroethane 0.2 200
1,1,2-Trichloroethane 0.6 600
1,1-Dichloroethane 6 6,000
1,1-Dichloroethene 350 350,000
1,2,3-Trichlorobenzene NE NE
1,2,3-Trichloropropane 0.005 NE
1,2,3-Trimethylbenzene NE NE
1,2,4-Trichlorobenzene 70 24,500
1,2,4-Trimethylbenzene 400 28,500
1,2-Dibromo-3-Chloropropane 0.0002 NE
1,2-Dichlorobenzene 20 20,000
1,2-Dichloroethane 0.4 400
1,2-Dichloropropane 0.6 600
1,3,5-Trimethylbenzene 400 24,100
1,3-Dichlorobenzene 200 61,500
1,3-Dichloropropane 0.4 NE
1,4-Dichlorobenzene 6 405
2,2-Dichloropropane NE NE
2-Butanone (MEK)4,000 4,000,000
2-Chloroethyl vinyl ether NE NE
2-Chlorotoluene NE NE
2-Hexanone 40 40,000
2-Methylnaphthalene 30 12,000
2-Nitropropane NE NE
4-Chlorotoluene 24 24,000
4-Isopropyltoluene (p-Isopropultoluene)25 11,700
4-Methyl-2-pentanone (MIBK)100 100,000
Acetone 6,000 6,000,000
Acetonitrile NE NE
Acrolein 4 NE
Allyl Chloride NE NE
Benzene 1 5,000
Bromobenzene NE NE
Bromoform 4 4,000
Bromomethane 10 100,000
Carbon disulfide 700 550,000
Carbon tetrachloride 0.3 NE
Chlorobenzene 50 50,000
Chlorobromomethane NE NE
Chlorodibromomethane 0.4 NE
Chloroethane 3,000 NE
Chloroform 70 70,000
Chloromethane 3 3,000
cis-1,2-Dichloroethene 70 70,000
cis-1,3-Dichloropropene 0.4 400
Cyclohexane NE NE
Dibromomethane NE NE
Dichlorobromomethane NE NE
Dichlorodifluoromethane 1,000 140,000
Ethylbenzene 600 80,000
Ethylene Dibromide 0.02 50
Hexachlorobutadiene 0.4 400
Hexane 400 NE
Heptane 400 NE
Isopropylbenzene 70 30,500
Methyl tert-butyl ether 20 20,000
Methylcyclohexane NE NE
Methylene Chloride 5 5,000
m-Xylene & p-Xylene NE NE
Naphthalene 6 6,000
Well ID
Date Sampled
Laboratory Control ID
NC2L
Groundwater
Standard (μg/L)
NC Gross
Contaminant
Level
Volatile Organic Compounds by EPA Method 8260 ( μg/L )
RW19-09 RW19-10 RW19-11 RW19-11-04-23 RW19-12 RW19-15-04-23 RW19-16 RW19-16-04-23 RW19-18
11/1/2011 11/1/2011 11/1/2011 4/29/2023 11/1/2011 4/29/2023 10/30/2012 4/29/2023 10/30/2012
680-234378-2 680-234378-5 680-234378
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA 6.6 J NA ND NA
NA NA NA ND NA 170 NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA125 J 334 J 410 J 34 JD 1,170 J 140 1,340 160 D 137
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND 1.0 ND ND
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA 120 D NA 110 NA 63 D NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
269 394 712 96 D 658 85 508 M 150 D 501 M
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA 28 JD NA 10 NA ND NA
11.7 J ND ND ND ND ND 10.9 ND 9.9
NA NA NA 78 JD NA 120 NA 36 D NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
Table 9
FTBR-310
Historical Data
T6-5 of T6-6
Well ID
Date Sampled
Laboratory Control ID
NC2L
Groundwater
Standard (μg/L)
NC Gross
Contaminant
Level
n-Butylbenzene 70 5,900
n-Propylbenzene 70 26,100
o-Xylene NE NE
sec-Butylbenzene 70 8,800
Styrene 70 70,000
tert-Butylbenzene 70 14,750
Tetrachloroethene 0.7 700
Toluene 600 260,000
trans-1,2-Dichloroethene 100 100,000
trans-1,3-Dichloropropene 0.4 400
Trichloroethene 3 3,000
Trichlorofluoromethane 2,000 550,000
Vinyl acetate 88 88,000
Vinyl chloride 0.03 30
Xylenes, Total 500 50,000
1,1'-Biphenyl 400 NE
2,4,5-Trichlorophenol 63 NE
2,4,6-Trichlorophenol 4 NE
2,4-Dichlorophenol 0.98 980
2,4-Dimethylphenol 100 100,000
2,4-Dinitrophenol NE NE
2,4-Dinitrotoluene 0.1 NE
2,6-Dinitrotoluene NE NE
2-Chloronaphthalene NE NE
2-Chlorophenol 0.4 NE
2-Methylnaphthalene 30 12,000
2-Methylphenol 400 400,000
2-Nitroaniline NE NE
2-Nitrophenol NE NE
3 & 4 Methylphenol NE NE
3,3'-Dichlorobenzidine NE NE
3-Nitroaniline NE NE
4,6-Dinitro-2-methylphenol NE NE
4-Bromophenyl phenyl ether NE NE
4-Chloro-3-methylphenol NE NE
4-Chloroaniline 0.37 NE
4-Chlorophenyl phenyl ether NE NE
4-Nitroaniline NE NE
4-Nitrophenol NE NE
Acenaphthene 80 1,950
Acenaphthylene 200 8,000
Acetophenone 700 NE
Anthracene 2,000 2,000
Atrazine 3 NE
Benzaldehyde 700 NE
Benzo[a]anthracene 0.05 4.7
Benzo[a]pyrene 0.005 0.8
Benzo[b]fluoranthene 0.05 0.75
Benzo[g,h,i]perylene 200 200
Benzo[k]fluoranthene 0.5 0.5
Bis (2-chloroisopropyl) ether NE NE
Bis(2-chloroethoxy)methane NE NE
Bis(2-chloroethyl)ether 0.03 30
Bis(2-ethylhexyl) phthalate 3 135
Butyl benzyl phthalate 1,000 NE
Caprolactam 4,000 NE
Carbazole 2 NE
Chrysene 5 5
Dibenz(a,h)anthracene 0.005 1.2
Dibenzofuran 28 1,550
Diethyl phthalate 6,000 NE
Dimethyl phthalate NE NE
Semi-volatile Organic Compound by EPA Method 8270 (μg/L )
RW19-09 RW19-10 RW19-11 RW19-11-04-23 RW19-12 RW19-15-04-23 RW19-16 RW19-16-04-23 RW19-18
11/1/2011 11/1/2011 11/1/2011 4/29/2023 11/1/2011 4/29/2023 10/30/2012 4/29/2023 10/30/2012
680-234378-2 680-234378-5 680-234378
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA1,600 1,190 1,520 220 D 3,690 280 DH 3,960 510 D 1,950
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA NA NA NA NA NA NA
NA NA NA ND NA ND NA ND NA1,390 J 2,010 J 3,370 J 480 D 3,170 J 1,100 DH 2,450 M 500 D 2,200 M
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND 8.1 J ND ND 4.3 J ND 5.2 ND 1.1 J
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA63.3 JM 35.2 JM 194 JM 35 83.4 JM 31 45 15 J 49.4
ND ND ND ND 3.6 J ND 6.4 ND ND
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA 17 NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND 26.7 54.7 6.1 JB ND 6.4 JB 1.3 J 6.0 JB 4.8
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND 0.78 J ND 0.82 J
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
Table 9
FTBR-310
Historical Data
T6-6 of T6-6
Well ID
Date Sampled
Laboratory Control ID
NC2L
Groundwater
Standard (μg/L)
NC Gross
Contaminant
Level
Di-n-butyl phthalate 700 NE
Di-n-octyl phthalate 100 NE
Fluoranthene 300 300
Fluorene 300 845
Hexachlorobenzene 0.02 NE
Hexachlorocyclopentadiene NE NE
Hexachloroethane NE NE
Indeno[1,2,3-cd]pyrene 0.05 0.095
Isophorone 40 NE
Naphthalene 6 6,000
Nitrobenzene NE NE
N-Nitrosodi-n-propylamine NE NE
N-Nitrosodiphenylamine 0.0007 NE
Pentachlorophenol 0.3 300
Phenanthrene 200 550
Phenol 30 30,000
Pyrene 200 200
C5-C8 Aliphatics (x)400 NE
C9-C10 Aromatics (c)NE NE
C9-C12 Aliphatics (a)NE NE
C11-C22 Aromatics (d)NE NE
C19-C36 Aliphatics (y)10,000 NE
C9-C18 Aliphatics (b)NE NE
C9-C18 Aliphatics (a+b)700 NE
C9-C22 Aromatics (c+d)200 NE
Notes:
Bolded value = detectable concentration.
Purple value = NC2L Groundwater Standard exceedance
Red value = Gross Contaminant Level Exceedance
NA = Not Analyzed; NE = Not Established; ND = Not Detected
J = Analyte positively identified, concentration estimated
B = Analyte was detected in a blank
Q = LCS/LCSD recovery and/or RPD was outside control limits/CCV did not meet acceptance cr
H = Hold time exceeded; M = Manually Integrated; D = Dilution required to get concentration wit
J1 = The quantitation is an estimation due to discrepencies in meeting certain analyte-specific q
NC2L = North Carolina subchapter 2L groundwater standards.
μg/L = micrograms per liter
MADEP EPH ( μg/L )
NCDEQ MADEP Table 11 Worksheet (Rev0421) (μg/L)
MADEP VPH ( μg/L )
RW19-09 RW19-10 RW19-11 RW19-11-04-23 RW19-12 RW19-15-04-23 RW19-16 RW19-16-04-23 RW19-18
11/1/2011 11/1/2011 11/1/2011 4/29/2023 11/1/2011 4/29/2023 10/30/2012 4/29/2023 10/30/2012
680-234378-2 680-234378-5 680-234378
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND ND ND ND
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
90.9 M 97.4 M 167 M 34 209 M 43 102 M 36 95.8 M
ND ND ND ND ND ND ND ND ND
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
NA NA NA ND NA ND NA ND NA
ND ND ND ND ND ND ND ND ND
ND ND ND ND ND ND 2.2 J ND ND
ND ND ND ND ND ND ND ND ND
4,980 4,850 5,490 1,500 DM 8,670 2,500 DM 6,500 2,000 DM 3,580
2,250 J 2,470 J 3,550 830 M 3,620 J 1,500 DM 3,960 M 640 DM 2,930 M
3,440 3,920 4,290 2,400 DM 5,750 5,000 DM ND 2,200 DM ND
431 JM 539 JM 2,750 JM 170 M 503 JM 920 M 752 J 89 M 491 J
ND 129 96 J 20 J ND 11 J ND ND ND
1,630 J 1,950 J 23,500 J 400 BQ 2,180 J 4,700 DMBQ 720 J 390 BQ 444 J
5,070 J 5,870 J 27,790 J 2,800 DMBQ 7,930 J 9,700 DMBQ 720 J 2,590 DMBQ 444 J2,681 JM 3,009 JM 6,300 J 1,000 M 4,123 JM 2,420 DM 4,712 JM 729 DM 3,421 JM
27790
Table 10
Relative Percent Difference
FTBR-310
Sample ID
Analyte
Benzene 34 37 8.45
Cyclohexane 120 150 22.22
Ethylbenzene 96 120 22.22
Isopropylbenzene 28 22 24.00
Methylcyclohexane 78 85 8.59
Toluene 220 240 8.70
Xylenes 480 660 31.58
2-Methylnaphthalene 35 23 41.38
bis(2-ethylhexyl) phthalate 6.1 6.2 1.63
Naphthalene 34 25 30.51
C5-C8 Aliphatics 1500 1600 6.45
C9-C10 Aromatics 830 850 2.38
C9-C12 Aliphatics 2400 2400 0.00
C11-C22 Aromatics 170 210 21.05
C19-C36 Aliphatics 20 ND NA
C9-C18 Aliphatics 400 380 5.13
RPD = Relative Percent Difference
MADEP EPH
310-Dup-1 RPD%
VOCs (EPA Method 8260D)
SVOCs (EPA Method 8270E)
MADEP VPH
Appendix A
Field Notes and Forms
Appendix B
Laboratory Report
ANALYTICAL REPORT
PREPARED FOR
Attn: Ms. Kellie Arstino
Sure-BioChem Laboratories LLC
1000 Atlantic Ave
Camden, New Jersey 08104
Generated 6/6/2023 5:25:44 PM
JOB DESCRIPTION
Ft.Bragg NC (FTBR-310)
JOB NUMBER
680-234378-1
See page two for job notes and contact information.
Savannah GA 31404
5102 LaRoche Avenue
Eurofins Savannah
Page 1 of 99
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Eurofins Savannah
Eurofins Savannah is a laboratory within Eurofins Environment Testing Southeast, LLC, a company within Eurofins Environment Testing Group of Companies
Job Notes
This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the
samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this
page.
The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the
methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written
approval of the laboratory. All questions should be directed to the Eurofins Environment Testing Southeast, LLC Project
Manager.
Authorization
Generated
6/6/2023 5:25:44 PM
Authorized for release by
Jerry Lanier, Project Manager I
[e-mail]
[phone]
Page 2 of 99 6/6/2023
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