MO-18989_18989_CA_RMR_20230630

Via Email and Federal Express (Std. Overnight)
June 30, 2023
North Carolina Department of Environmental Quality
Division of Waste Management UST Section 610 East Center Avenue, Suite 301 Mooresville, NC 28115

Attn: Mr. Dan Bowser, PG Re: Corrective Action Performance Report – 2nd Quarter 2023 Charlotte Douglas International Airport Airport Drive Release
Charlotte, North Carolina NC DEQ UST Section Incident #18989 H&H Job No. CDA-044
Dear Mr. Bowser:
On behalf of Charlotte Douglas International Airport, Hart & Hickman, PC is providing the attached Corrective Action Performance Report for the above-referenced site.
If you have questions or require additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Hart & Hickman, PC

Shannon Cottrill Sr. Project Manager Attachment
cc: Mr. Jimmy Jordan, CLT Airport – (Via Email) Mr. Josh Eller, CLT Airport – (Via Email)
Corrective Action Performance Report Information
Site Name/Location: Airport Drive Release Charlotte Douglas International Airport 5414 Airport Drive Charlotte, North Carolina 28208
Facility ID Number: 0-017242 NCDEQ UST Section Incident: #18989 Latitude (decimal degrees): 35.20887 Longitude (decimal degrees): -80.92945
Risk Classification:
Not established Land Use Category: Mixed-use; Multi-family, and Industrial/Commercial
Property Owner and AST Owner: City of Charlotte, Aviation Department Charlotte Douglas International Airport (Attn: Jimmy Jordan, PG) 5601 Wilkinson Boulevard
Charlotte, North Carolina 28208
[phone] AST Operators:
Northern Four 12,000-gallon ASTs and one 500-gallon waste fuel AST
Bank of America c/o JLL Financial Services (Attn: Dawn Reeves) 525 North Tryon Street Charlotte, North Carolina 28202
[phone]
Southern Six 20,000-gallon ASTs and two 500-gallon waste fuel ASTs Wilson Air Center (Attn: Vince Papke) 5400 Airport Drive
Charlotte, North Carolina 28208
[phone] Consultant: Hart & Hickman, PC (Attn: Shannon Cottrill)
2923 S. Tryon Street, Suite 100
Charlotte, North Carolina 28203 [phone]
Release Information: Release Discovery Date: September 17, 2019
Estimated Quantity of Release: Unknown, estimated > 100,000 gallons of jet fuel
Cause/Source of Release: Unknown, believed to be a release of Jet-A from underground fueling lines associated with the AST systems Size and Contents of System: Approximately 4,500 feet of 4-inch diameter fiberglass Jet-A aviation fuel lines; four 12,000-gallon Jet-A ASTs; five 20,000-gallon Jet-A ASTs; one 20,000-
gallon aviation gasoline (avgas) AST; two 500-gallon waste Jet-A ASTs; one 500-gallon avgas
AST
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Corrective Action Performance Report – 2nd Quarter 2023 Airport Drive Release
5414 Airport Drive Charlotte, North Carolina UST Section Incident #18989 H&H Job No. CDA-044
Table of Contents

1.0 Introduction .............................................................................................................................1
2.0 Manual Product Bailing and Absorbent Boom and Pad Maintenance .............................3
2.1 Ongoing Manual Product Bailing Activities .........................................................................3
2.2 Absorbent Boom and Pad Maintenance ................................................................................3
3.0 Corrective Action Implementation ........................................................................................5
3.1 DPE Recovery Well Installation............................................................................................6
3.2 DPE Piping and Wellhead Completion .................................................................................6
3.3 DPE Equipment and Controls ...............................................................................................8
4.0 DPE System Performance ....................................................................................................12
4.1 DPE Operation and Performance ........................................................................................12
4.2 DPE Exhaust Analysis and Mass Removal .........................................................................17
4.3 DPE Recovery .....................................................................................................................17
5.0 Monitoring and Reporting ...................................................................................................20
6.0 Conclusions and Certification ..............................................................................................23

List of Tables

Table 1 Summary of Well Construction Information
Table 2 Summary of Groundwater Elevations and LNAPL Thickness
Table 3 Hand Bailed LNAPL Recovery Summary
Table 4 Summary of LNAPL Recovery Events (Pre-DPE System Operation)
Table 5 Dual Phase Extraction System #1 Operational Data
Table 6 Dual Phase Extraction System #2 Operational Data

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List of Tables (Continued)

Table 7 Summary of Influent, Mid-Carbon, and Effluent Groundwater Sample Results
Table 8 Summary of Off-Gas Sampling Results
Table 9 Summary of Estimated Mass Removal Rates at DPE-1
Table 10 Summary of Estimated Mass Removal Rates at DPE-2
Table 11 Summary of DPE System LNAPL Recovery
Table 12 Total LNAPL Recovery Through June 2023

List of Figures

Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Monitoring Well and Recovery Well Location Map
Figure 4 DPE System Layout
Figure 5A Potentiometric Surface Map (June 20, 2023)
Figure 5B Baseline Potentiometric Surface Map (December 7, 2022)
Figure 6A LNAPL Extent and Contour Map (June 20, 2023)
Figure 6B Baseline LNAPL Extent and Contour Map (December 7, 2022)

List of Appendices

Appendix A As-Built DPE System Drawings
Appendix B Disposal Documentation
Appendix C DPE Operation and Maintenance Logs
Appendix D DPE System Laboratory Analytical Data
Appendix E Groundwater Elevation and LNAPL Thickness Graphs

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Corrective Action Performance Report – 2nd Quarter 2023 Airport Drive Release
5414 Airport Drive Charlotte, North Carolina UST Section Incident #18989 H&H Job No. CDA-044

1.0 Introduction
On behalf of Charlotte Douglas International Airport (CLT), Hart & Hickman, PC (H&H) has
prepared this Corrective Action Performance Report – 2nd Quarter 2023 to document the operation
and performance of two dual phase extraction (DPE) systems and other free product recovery
activities for a jet fuel release from the aboveground storage tank (AST) system at the CLT Wilson
Air Center General Aviation Fuel Farm located at 5414 Airport Drive in Charlotte, North Carolina
(hereinafter referred to as the Site). The North Carolina Department of Environmental Quality
(DEQ), Division of Waste Management (DWM), Underground Storage Tank (UST) Section
incident identification number for the Site is #18989. A Site location map is included as Figure 1,
and a Site map is included in Figure 2.

CLT personnel observed evidence of petroleum seepage from the bank of an unnamed tributary of
Taggart Creek on property owned by the City of Charlotte at CLT on September 17, 2019. Since
that time, initial emergency response actions and several phases of assessment and petroleum free
product or light non-aqueous phase liquid (LNAPL) removal activities have been conducted by
CLT personnel and/or their consultants and subcontractors. Product seepage into stormwater
systems and the tributary is controlled using absorbent booms and pads. H&H also pilot-tested the
use of a bioremediation agent (BIOREM-2000 Oil Digester™ - BIOREM) on the product seepage.
A detailed summary of Site background information, including Site history, characterization,
initial abatement information, and LNAPL removal activities, was provided in H&H’s
October 11, 2021 Free Product Corrective Action Plan (CAP) and previous reports and work
plans.

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The October 11, 2021 Free Product CAP proposed DPE, as a standalone remedial technology, as
the most technically practicable and cost-effective alternative for achieving LNAPL cleanup goals
at the Site within a reasonable restoration timeframe. DEQ approved the October 11, 2021 Free
Product CAP in a letter dated December 1, 2021, pending the approval of a National Pollutant
Discharge Elimination System (NPDES) permit for the system’s treated water discharge. On
February 28, 2022, CLT and H&H submitted an NPDES permit application (Application for
Coverage Under NPDES General Permit NCG5100000) to DEQ for the discharge of treated
groundwater recovered from two proposed DPE systems. Additionally, in preparation for the DPE
system remedy, the proposed DPE recovery wells were installed at the Site between June 6
and 21, 2022 in accordance with Recovery Well Permit #WR0300122.

On July 27, 2022, DEQ issued CLT an Authorization to Construct (ATC) and a Certificate of
Coverage (COC) (NCG510556) under the NPDES General Permit NCG510000 to construct a
dedicated DPE system and discharge remediated groundwater from the system. DPE field
construction activities began at the Site in July 2022, and the DPE system equipment was delivered
to the Site on October 26, 2022. Field construction activities were completed in January 2023.
Following the establishment of electric services by Duke Energy in mid-January, DPE system
startup was conducted between January 23 and 25, 2023. Since that time, the DPE systems have
operated at the Site for approximately 117 days. This report documents operation and maintenance
(O&M) activities for the period of March 20, 2023 through June 22, 2023.

This report also documents interim free product recovery activities using hand bailing to evaluate
free product recovery rates and to remove LNAPL. This report provides details of free product
recovery via hand bailing activities conducted from April 5, 2023 to June 20, 2023.

The assessment and free product recovery activities have been conducted in general accordance
with the DEQ DWM UST Section’s Guidelines for Site Checks, Tank Closure, and Initial
Response and Abatement dated May 17, 2021, and the requirements contained in North Carolina
Administrative Code (NCAC) Title 15A 2L .0103(e) and 2L .0111(b).

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2.0 Manual Product Bailing and Absorbent Boom and Pad Maintenance

2.1 Ongoing Manual Product Bailing Activities
Since April 24, 2020, CLT and/or H&H personnel have routinely gauged each Site monitoring
well approximately once every two to three weeks using an oil/water interface probe to measure
groundwater elevation and LNAPL thickness. Since the startup of the DPE systems in late
January 2023, each Site monitoring well has been routinely gauged once a month in accordance
with the DEQ-approved Free Product CAP. The locations of the Site monitoring wells are shown
in Figures 3 and 4, and a summary of well construction information is provided in Table 1. As
shown in Table 2, LNAPL has been detected in monitoring wells MW-1 through MW-5, MW-7
through MW-9, MW-11/RW-7, MW-16 through MW-18, and recovery wells RW-1, RW-3, RW-
10, RW-11, RW-13 through RW-15, RW-17, RW-18, and RW-19. For the current quarter, in
addition to gauging Site wells, H&H personnel bailed LNAPL from wells using a disposable bailer
on a monthly basis. Product recovered via hand bailing by H&H personnel is transferred into the
DPE systems using a 1-inch diameter stinger connected to the product carrier line at the closest
recovery well location. The total free product recovered by hand bailing for this period
(March 20, 2023 to June 22, 2023) was approximately 13 gallons.

LNAPL thicknesses have fluctuated since manual hand bailing recovery began in April 2020. As
shown in Table 2, the greatest reductions in LNAPL thickness have been observed in MW-2
(4.60 ft reduction), MW-5 (3.67 ft reduction), MW-7 (4.30 ft reduction), MW-9 (4.22 ft reduction),
and MW-11 (5.98 ft reduction). LNAPL recovery amounts vary in wells across the Site. From
April 2020 to June 2023, approximately 1018.25 gallons of LNAPL were removed by either CLT
or H&H personnel via hand-bailing activities (Table 3). In addition, approximately 700 gallons of
LNAPL were recovered from the Site during that same time period via Mobile Multi-Phase
Extraction (MMPE) and Aggressive Fluid Vapor Recovery (AFVR) events (Tables 3 and 4).

2.2 Absorbent Boom and Pad Maintenance

Product seepage into stormwater systems and the tributary is being controlled using absorbent
booms and pads. H&H also pilot-tested the use of BIOREM on the product seepage. Between
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September 2019 and March 2021, Wood Environment & Infrastructure Solutions, Inc. (Wood)
performed regular absorbent boom and pad maintenance activities at the Site which included
visiting the Site approximately twice a week to observe and replace absorbents as needed.

Beginning in April 2021, H&H began to manage the absorbent boom and pad
monitoring/maintenance activities. Personnel from H&H’s Charlotte Office continue to visit the
Site approximately twice a week to observe and replace absorbents as needed. Consistent with
previous maintenance activities, H&H personnel monitor the weather forecast daily and mobilize
to the Site prior to expected rain events to collect pads to prevent them from washing downstream.
Booms are secured to the stream banks using either metal or wooden stakes. Used absorbents are
containerized in 55-gallon steel drums which are temporarily stored on-Site and then disposed by
Contaminant Control, Inc. of Thomasville, North Carolina.

During this quarter, petroleum sheens have only been observed occasionally on surface water in
the unnamed tributary of Taggart Creek at the culvert beneath Airport Drive and on stormwater
below the stormwater outfall situated south of Ashley Circle. In addition, no LNAPL has been
observed on the stream bank at the LNAPL seep location and the stream bank in the vicinity of the
LNAPL seep appears to be more densely vegetated. Based upon these observations, LNAPL on
the stream bank, stream, and stormwater structures has been reduced by the application of
BIOREM and operation of the DPE systems.

During this quarter, approximately four drums of used absorbents (booms and pads) were
generated during LNAPL control measures associated with stormwater features and the unnamed
tributary. Disposal documentation for these four drums of used absorbents will be provided in the
next quarterly performance report.

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3.0 Corrective Action Implementation

The DPE system installation activities were conducted in general accordance with the DEQ-
approved Free Product CAP, NPDES application, and DEQ-issued ATC and NPDES COC
correspondence between June 2022 and January 2023. The DPE recovery wells were installed by
Innovative Environmental Technologies, Inc. (IET) of Concord, North Carolina in June 2022.
Product Recovery Management, Inc. (PRM) of Butner, North Carolina conducted DPE system
fabrication, construction, and installation activities. PRM’s DPE system fabrication activities were
initiated in April 2022 and were completed in October 2022. PRM’s DPE system field construction
and installation activities were initiated in July 2022 and were completed in January 2023.

As described in the Free Product CAP and NPDES permit application, the DPE corrective action
includes the utilization of two DPE systems (identified as DPE system #1 and DPE system #2) to
recover LNAPL from a total of 18 DPE recovery wells. The DPE recovery wells are connected to
the DPE systems via carrier piping (within secondary containment piping) installed in subgrade
trenches, and treated water from the DPE systems is discharged to two separate locations under
the DEQ-approved NPDES permit. Recovery well locations are shown on Figure 3, and a DPE
system layout that depicts the DPE systems, recovery wells, piping/trench locations, and DEQ-
approved NPDES discharge locations are included as Figure 4.

Minor changes to the proposed system layout, components, and equipment from those presented
in the Free Product CAP remedial design package figures were made based on vendor
recommendations, additional design considerations, field observations, etc. As-built DPE system
drawings depicting the DPE system layout, piping layout, system details, remediation buildings
(enclosures), piping and instrumentation diagram (P&ID), and a copy of the DPE Survey As-Built
survey drawing prepared by CES Group Engineers, LLP dated April 13, 2023 are provided in
Appendix A. A brief summary of the DPE system components and installation is provided in the
following sections.

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3.1 DPE Recovery Well Installation

In June 2022, fifteen recovery wells (RW-4 through RW-6 and RW-8 through RW-19) were
installed in accordance with Recovery Well Permit #WR0300122 to recover LNAPL at the Site.
Recovery wells RW-1 through RW-3 were previously installed in May 2021 and were used during
the June 2021 MMPE-DPE pilot test event. The fifteen newly installed recovery wells, existing
recovery wells RW-1 and RW-3, and an existing 6-inch diameter monitoring well MW-11
(relabeled as recovery well RW-7) were connected to the DPE systems as described in Section 3.2
below.

The fifteen additional recovery wells (RW-4 through RW-6 and RW-8 through RW-19) were
installed to approximately 10 ft below the seasonal high-water table and were constructed of 4-
inch diameter schedule 40 PVC casing with 15 to 20 feet of 0.020-inch slotted PVC well screen
(set to bracket the seasonal high-water table). The sand pack at each well extended two feet above
the screen interval followed by a 3-ft section of hydrated bentonite and cement grout to
approximately two feet below ground surface to allow room for the well vault. After installation,
each DPE recovery well was completed within a well vault with a lockable lid to allow access to
the wellhead. The recovery well depths and screen intervals are shown in Table 1. Recovery well
boring logs and well construction records for RW-4 through RW-6 and RW-8 through RW-19
were provided in the April 2023 1st Quarter 2023 - Corrective Action Performance Report. The
boring logs and well construction records for RW-1 through RW-3 were provided in the June 2021
Pilot Test and Free Product Recovery Report.

3.2 DPE Piping and Wellhead Completion

As noted previously, the DPE corrective action includes the utilization of two DPE systems (DPE
system #1 and DPE system #2) to recover LNAPL from a total of 18 DPE recovery wells. Two
DPE systems were required to be constructed due to the change in elevation across the Site and
the size of the LNAPL plume. As shown in Figure 4, DPE system #1 is located immediately south
of the Fuel Farm and is connected to eight recovery wells. DPE system #2 is located in the
southeastern portion of the Site near the unnamed tributary to Taggart Creek and is connected to
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ten recovery wells. Recovery wells RW-1 and RW-4 through RW-10 are connected to DPE
system #1, and recovery wells RW-3 and RW-11 through RW-19 are connected to DPE system #2.
The piping for each DPE system extends from its respective DPE system equipment pad; then, the
piping splits into individual headers that run to each recovery well. Recovery well RW-2 is situated
just west of the free product area and was not connected to the DPE recovery system. This well
could be utilized in the future should free product migrate toward this well borehole.

The DPE system piping consists of 2-inch diameter Schedule 80 PVC carrier piping (within 4-inch
diameter Schedule 80 PVC containment piping) to the wellheads. Exterior piping was installed
within trenches to protect the pipes from sunlight exposure and vehicles. The trenches were
approximately 18 to 24 inches deep and backfilled with compacted graded aggregate base
screenings around the DPE pipes. Above the compacted graded aggregate base screenings, the
trenches were backfilled with excavated soil from the trenches to the approximate original grade.
In the area of asphalt driveway crossings of the Fuel Farm, the surfaces of the trenches were
completed with compacted graded aggregate base screenings under approximately 6 inches of
5,000 pounds per square inch (psi) high-strength concrete. In addition, in the area of the Fuel Farm
facility trench to DPE recovery well RW-4, the surface of the trench was completed with
compacted graded aggregate base screenings under approximately 6 inches of 5,000 psi high-
strength concrete with rebar dowelled into the existing concrete, for additional protection from
fuel truck traffic through the facility driveway. For future locating purposes, detectable
underground warning tape was placed above each of the buried DPE system pipes, along with
detectable copper wire above the central DPE pipe in each trench (for trenches with multiple DPE
piping). The piping transition from the below-ground trenches to aboveground piping occurs in
each DPE system equipment pad as depicted on Figure 4. The piping was installed with a slope to
allow liquids to drain toward each individual wellhead.

To allow for DPE carrier and containment piping to be installed beneath Ashley Circle for transport
of recovered groundwater, vapor, and LNAPL from recovery wells RW-11 through RW-13 to DPE
system #2, an approximately 12-inch diameter horizontal borehole was advanced below Ashley
Circle using horizontal directional drilling techniques. Following advancement of the horizontal
borehole, three pre-assembled DPE carrier and containment piping sections were pulled into place
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within the horizontal borehole. These pre-assembled sections of DPE carrier and containment
piping were connected to the corresponding sections of DPE carrier and containment piping in the
excavated piping trenches on the northern and southern sides of Ashley Circle to connect RW-11
through RW-13 to DPE system #2. Prior to initiating horizontal directional boring activities, an
Interdepartmental Right-of-Way Encroachment Agreement was executed between CLT and the
City of Charlotte Department of Transportation to construct and install the DPE carrier and
containment piping beneath the public right-of-way and roadway of Ashley Circle.

Each DPE well is situated within an 18-inch by 18-inch steel well vault. The individual DPE carrier
and containment piping extends directly into the well vault, and each DPE wellhead is equipped
with a water and vapor-tight wellhead assembly with a gate valve for flow control and well
isolation. An air entrainment port was installed to allow for bleed-in air to prevent vapor lock. In
addition, each wellhead contains a threaded fitting on top of the well to allow access for liquid
level measurements.

3.3 DPE Equipment and Controls
The DPE systems are similar and each includes a DPE liquid ring pump, moisture separator to
separate recovered vapor from groundwater/LNAPL, an equalization tank with a diaphragm pump
used to remove bulk LNAPL from recovered liquid, an oil/water separator (OWS) with coalescing
media for separation of LNAPL from groundwater, a product holding tank to temporarily store
LNAPL (which will be disposed off-Site), and groundwater treatment (with bag filtration, pure
organoclay (i.e., zeolite) adsorption/filtration, and liquid phase granular activated carbon (GAC)
absorption/filtration). The equalization tank, diaphragm pump, and zeolite adsorption/filtration
were added to the remediation system design based on recommendations from the remediation
system equipment vendor. The equalization tank was added to help address potential emulsion
issues which were anticipated due to the mixing of water, air, and LNAPL in the system piping
and to add additional detention time for separation of LNAPL before transfer to the OWS. The
diaphragm pump was installed on top of the equalization tank once sufficient LNAPL accumulated
in the equalization tank. The accumulated bulk LNAPL in the equalization tank is transferred to
the product tank for temporary storage prior to disposal off-Site at a permitted treatment facility.
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The zeolite removes oil from the potential residual LNAPL emulsion to prolong the life of the
GAC units.

The DPE systems were constructed inside 8 ft wide by 20 ft long Conex box enclosures, and the
boxes were secured to newly installed concrete pads. The equalization tank, LNAPL product
holding tank, zeolite vessel, and granular activated carbon (GAC) vessels were installed outside
of the DPE Conex box enclosures at each DPE system location due to size constraints and for ease
of access for LNAPL removal and filtration media replacement. As a precaution against potential
combustible vapor build-up in the extracted vapor, groundwater, and LNAPL, the DPE system
Conex box enclosures were constructed as a Class I Division II environment with explosion-proof
(intrinsically safe) components. The major system components situated inside the DPE system
Conex box enclosures include a moisture separator, an OWS and associated sump tank (referred
to as the water holding tank), bag filtration units, and a liquid ring pump. The DPE system Conex
box enclosures also contain heaters and ventilation fans set on thermostats to prevent the liquid
ring pump and other equipment from freezing or overheating during operation. A spill kit is also
located at each DPE system location.

The DPE system controls are housed within an intrinsically safe locking cabinet located along the
eastern exterior wall of the DPE system Conex box enclosures. For each system, the control panel
operates the DPE system and provides monitoring control to shut the system down in the event of
an alarm condition. The DPE systems are operated using a hand-off-automatic (HOA) switch.
Automatic operation is subject to alarm conditions on the DPE system (i.e., low system vacuum).
In addition, the DPE systems will not operate in automatic mode if system alarms are activated
(moisture separator high level, product holding tank high level, water holding tank high level, or
water treatment pressure high level). System shutdown requires manual resetting at the control
panel and automatic operation will not occur as long as an alarm condition is present. Alarm
controls for the transfer pumps include moisture separator high level (LSHH), water holding tank
high level (LSHH), and product holding tank high level (LSHH). In addition, several design
features are incorporated into the DPE systems including:

• high temperature and vacuum alarms;
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• variable frequency drive (VFD) attached to the liquid ring pump to control blower power
and thus control the vacuum and airflow;
• automated controls to shut off and/or adjust operational or alarm set-points; and
• a control panel with a programmable logic controller or PLC (i.e., computer software) with
remote telemetric monitoring and the ability to remotely control the systems.

Each DPE system utilizes a Travaini air-cooled, oil-sealed liquid ring vacuum pump which pulls
a high vacuum [>15 inches of mercury, (“ Hg)], on 1-inch diameter PVC stinger pipes installed in
each of the 18 recovery wells. The stinger pipes were initially installed approximately 1 to 2 ft
below free product (or water if no product was detected). Due to the depth to liquid (typically
>15 ft), each stinger pipe had a small hole drilled in the side approximately 5 ft above the liquid
surface. This allows soil gas to enter the pipe which entrains the recovered product/water mixture
and prevents the stinger pipe from “deadheading” upon start-up. Each recovery well was equipped
with vacuum gauges located on the product piping manifold. A 1-inch gate valve at each wellhead
allows for the balancing or shutdown of individual recovery wells for remediation system
optimization.

Recovered liquids and soil gas travel from the respective DPE wellfields to the DPE groundwater
treatment system through 2-inch diameter Schedule 80 PVC piping equipped with 4-inch diameter
Schedule 80 PVC containment piping. Recovered liquids are separated from the soil gas using a
moisture separator knockout located inside the DPE system Conex enclosure. The recovered soil
gas is monitored with sampling ports, airflow indicators, vacuum/pressure gauges and temperature
indicators before being discharged from exhaust stacks attached to the DPE system enclosures.

Recovered liquids are pumped into a 1,500-gallon vertical double-walled equalization tank to
remove and transfer bulk LNAPL to a 1,000-gallon double-walled product holding tank.
Recovered groundwater is gravity drained from the equalization tank to the OWS. Water from the
OWS discharges to a free-standing 225-gallon sump tank (referred to as the water holding tank).
Separated LNAPL in the OWS is transferred/skimmed to the product holding tank. Recovered
groundwater in the water holding tank is pumped to a bag filter unit to remove residual oil and
particulates. The groundwater is then filtered using one 2,000-pound liquid phase zeolite vessel
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and two 1,000-pound GAC vessels plumbed in series. Each zeolite and carbon vessel is equipped
with a pressure gauge and sampling port. Following carbon polishing with the GAC units, the
treated groundwater is discharged under NPDES permit #NCG510556 to the two locations shown
on Figure 4.

As shown on Figure 4, treated effluent from DPE system #1 is discharged to a stormwater retention
basin located approximately 100 ft south of the DPE system #1 treatment system. Water in the
retention basin drains through a sand filter bed, then discharges to a stormwater sewer line which
discharges to a stormwater outfall located approximately 150 ft southwest of the intersection of
Airport Drive and Ashley Circle. Water from the stormwater outfall then migrates via overland
flow through a portion of a larger stormwater retention basin to the unnamed tributary of Taggart
Creek. Treated effluent from DPE system #2 is discharged to rip rap installed above the bank of
the unnamed tributary of Taggart Creek, which is adjacent to the DPE #2 treatment system.

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4.0 DPE System Performance

H&H has monitored the performance of the DPE systems since startups on January 23, 2023 and
January 24, 2023 by conducting daily operation and maintenance (O&M) visits during the first
week and weekly visits thereafter. In addition, H&H periodically checks on the DPE system
operation via remote online access. System operating parameters are adjusted as necessary to
maintain the desired system performance. The system performance data for the DPE systems
described below is for the period of March 24, 2023 through June 22, 2023.

4.1 DPE Operation and Performance

During Site O&M visits, DPE system operational status is noted along with the number of hours
of operation, vacuum, air flow, system exhaust PID readings, gallons of groundwater treated, and
other pertinent operational data (Tables 5 and 6 and Appendix C).

DPE Operation and Performance
Several system shutdowns occurred during the period covered in this report (March 20, 2023
through June 22, 2023). On April 21, 2023, DPE system #2 was not operating on arrival due to a
high-pressure condition associated with the zeolite vessel. H&H observed that the zeolite media
was clogged with LNAPL emulsion. DPE system #2 remained off until media change-out, system
cleanout, and LNAPL/liquid pump-out activities could be scheduled on April 28, 2023 and
May 2, 2023, respectively. On April 28, 2023, H&H contracted with CCI to perform system
cleaning activities at both DPE system locations and filter media changeout services for the zeolite
and carbon vessels at DPE system #2. During the April 28, 2023 visit, H&H also instructed CCI
to vacuum out the top 10 inches of zeolite media from DPE system #1 due to higher pressures
observed at the zeolite vessel. During the April 28, 2023 visit, CCI removed 1,189.24 gallons of
non-hazardous liquids (i.e., water, LNAPL, product sludge, and filtration media) from the DPE
system. On May 2, 2023, H&H subsequently contracted with CCI to pump out LNAPL and a layer
of product emulsion from the equalization tank at DPE system #2. During the May 2, 2023 visit,
CCI removed 811 gallons of non-hazardous liquids (i.e., LNAPL and product emulsion) from DPE
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system #2. Following the pump-out activities, DPE system #2 resumed normal operation on
May 2, 2023.

During a May 2, 2023 visit, DPE system #1 was not operating on arrival due to a high-pressure
alarm condition associated with the OWS pump and an alarm condition that would not reset. H&H
worked to troubleshoot the high-pressure condition with PRM, cleaned floats, re-checked program
settings, and the system was repaired. DPE system #1 was restarted on May 2, 2023. Routine O&M
activities were conducted on a subsequent O&M visit on May 5, 2023.

On June 2, 2023, H&H noted that the OWS and water holding tank at DPE system #2 was heavily
coated with LNAPL emulsion and potential bacterial growth (biofouling). Following initial
cleaning activities, H&H decided to leave DPE system #2 off until additional cleaning activities
could be performed to protect the new filtration media. On June 7, 2023, H&H contracted CCI to
perform vacuuming and cleaning services at both DPE system locations. During the June 7, 2023
visit, CCI removed a total of 2,521 gallons of non-hazardous material (i.e., water, LNAPL, and
sludge) from the DPE systems. Of this total, 1,850 gallons of non-hazardous material was removed
from DPE system #2 and 671 gallons of non-hazardous material was removed from DPE
system #1. Following the DPE cleaning activities, both DPE systems were restarted and resumed
normal operations.

On June 12, 2023, H&H received telemetry alarm notifications that both DPE systems were shut
down due to product holding tank and liquid ring pump high-level alarms. H&H visited the Site
on June 13, 2023 and found that the product holding tanks at both DPE systems were full of
LNAPL and water and that the liquid ring pumps oil reservoirs were full of water. H&H
determined that the diaphragm pumps that were recently installed on top of the equalization tanks
were primed and had siphoned LNAPL and water from the equalization tanks to the product
holding tanks and that systems had continued to operate, pumping water into the liquid ring pump
reservoirs, until the high-level floats in the product holding tanks alarmed. H&H removed the
water from the liquid ring pump oil reservoirs and transferred water from both product holding
tanks into their respective product settling tanks. Check valves were installed on the product
transfer lines, and both systems were tested and resumed operation on June 13, 2023.
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On June 17, 2023, H&H received a telemetry alarm notification that the moisture separator high-
level float had tripped on DPE system #1 and would not reset. On June 19, 2023, H&H observed
that the system shut off due to a faulty float in the moisture separator tank. On June 22, 2023, the
float was replaced and DPE system #1 resumed operation.

Based on the actual total days and total metered run time observed, DPE systems #1 and #2 have
been operational for approximately 80% and 81% of the current reporting period, respectively.

During this quarter, approximately two drums of used bag filters were generated during DPE
system O&M activities. In addition, four drums of used absorbents were generated. Disposal
documentation for the four drums of used absorbents will be provided in the next quarterly
performance report.

DPE System Water Sampling
On April 5, 2023, pre-carbon “Influent” and mid-carbon water samples were collected from DPE
systems #1 and #2 and submitted to Waypoint Analytical, LLC (Waypoint Analytical) of
Charlotte, North Carolina for laboratory analysis. Influent water samples (labeled WW1-Influent
for DPE system #1 and WW2-Influent for DPE system #2) and mid-carbon samples (WW1-
Midpoint and WW2-Midpoint) were analyzed for permit-required VOCs including benzene, 1,2-
dichloroethane (1,2-DCA), ethylbenzene, methyl tert-butyl ether (MTBE), naphthalene, toluene,
and total xylenes by Standard Method 6200B and total recoverable phenolics by EPA
Method 420.1. Due to the short hold time for pH (15 minutes, the influent and mid-carbon sample
pH analyses were conducted by H&H personnel in the field under North Carolina laboratory
certification #NC5356. Laboratory analytical results indicated the presence of total phenolics at
concentrations of 192 and 172 micrograms per Liter (µg/L) in the influent and mid-carbon samples
of DPE system #1 and 273 and 233 µg/L of DPE system #2, respectively. The DPE system influent
samples had a pH of 6.9 and the mid-carbon samples had a pH of 6.2 standard units at both system
locations. Laboratory analytical results indicated the presence of several VOCs including
ethylbenzene (up to 3.21 µg/L), naphthalene (up to 253 µg/L), toluene (up to 64.5 µg/L), and total
xylenes (up to 259 µg/L) in the influent samples collected from DPE systems #1 and #2. No VOCs
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were detected above the laboratory method detection limits for either of mid-carbon samples
collected from DPE systems #1 and #2.

On April 18, 2023, NPDES “Effluent” water samples were collected from DPE systems #1 and #2
and submitted to Waypoint Analytical for laboratory analysis. The effluent water samples (labeled
WW-1 for DPE system #1 and WW-2 for DPE system #2) were analyzed for permit-required
VOCs by Standard Method 6200B, Oil and Grease by EPA Method 1664 (SGT-HEM), total
recoverable phenolics by EPA Method 420.1, total hardness (as CaCO3) by EPA Method 2340C-
2011, total lead and dissolved lead by EPA Method 6020B, and total suspended solids (TSS) by
EPA Method 2540. Due to the short hold time for pH (15 minutes), the effluent sample pH analysis
was conducted by H&H personnel in the field under North Carolina laboratory certification
#NC5356.

Laboratory analytical results of the April 18, 2023 NPDES required effluent water samples
indicated the presence of total hardness (as CaCO3) at concentrations of 425 and 337 milligrams
per liter (mg/L) in the effluent of DPE systems #1 and #2, respectively. In addition, total
recoverable phenols were detected at concentrations of 240 and 71 (µg/L) in the effluent samples
of DPE systems #1 and #2, respectively. The detected concentrations of total recoverable phenolics
in the effluent samples are below the NPDES permit limit of 300 µg/L for total phenolics.
Additionally, total lead was detected at concentrations of 1.31 and 1.75 µg/L in the effluent
samples of DPE systems #1 and #2, respectively. The detected total lead concentrations in the
effluent samples are below the NPDES permit limit of 3 µg/L for total lead. The permit-required
DPE system effluent samples had a pH of 7.1 and 7.7 standard units for DPE systems #1 and #2.
No other compounds were detected above the laboratory method detection limits for the permit-
required effluent samples.

On May 16, 2023, a mid-carbon water sample was collected from DPE system #1 and submitted
to Waypoint Analytical for analysis. The mid-point carbon sample (labeled WW1 Mid Carbon)
was analyzed for permit-required VOCs by Standard Method 6200B, total recoverable phenolics
by EPA Method 420.1, and pH by EPA Method 4500H+B-2011. Due to the short hold time for
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pH (15 minutes), the effluent sample pH analysis was conducted in the field by H&H personnel
under North Carolina laboratory certification #NC5356.

Laboratory analytical results of the May 16, 2023 mid-carbon water sample from DPE system #1
did not indicate the presence of VOCs or total recoverable phenolics above laboratory method
detection limits. The mid-carbon water sample of DPE system #1 had a pH of 7.8 standard units.

On May 24, 2023, NPDES permit-required “Effluent” water samples were collected from DPE
systems #1 and #2 and submitted to Waypoint Analytical for analysis. The effluent samples
(labeled WW-1 Effluent and WW-2 Effluent) were analyzed for permit-required VOCs by
Standard Method 6200B, Oil and Grease by EPA Method 1664 (SGT-HEM), total recoverable
phenolics by EPA Method 420.1, total hardness (as CaCO3) by EPA Method 2340C-2011, total
lead and dissolved lead by EPA Method 6020B/200.7, pH by EPA Method 4500H+B-2011, and
TSS by Method 2540. Due to the short hold time for pH (15 minutes), the effluent sample pH
analysis was conducted in the field by H&H personnel under North Carolina laboratory
certification #NC5356.

Laboratory analytical results of the May 24, 2023 NPDES required effluent samples indicated the
presence of total hardness (as CaCO3) at concentrations of 330 mg/L in the effluent sample for
DPE system #1 and 370 mg/L in the effluent sample from DPE system #2. In addition, total lead
was detected in the effluent sample for DPE system #1 at a concentration of 0.827 µg/L. The
detected concentration of total lead in effluent sample for DPE system #1 was below the NPDES
permit limit of 3 µg/L. The permit-required effluent samples had a pH of 7.8 and 8.0 standard units
for DPE systems #1 and #2, respectively. No VOCs, total recoverable phenolics, or TSS were
detected in the NPDES permit-required effluent samples.

On June 22, 2023, NPDES permit-required “Effluent” water samples were collected from DPE
systems #1 and #2 and submitted to Waypoint Analytical for analysis. The results of the
June 22, 2023 sampling will be reported in the next quarterly report.

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A summary of the influent, mid-carbon, and effluent groundwater sampling results is provided in
Table 7. The laboratory analytical reports for the influent, mid-carbon, and effluent (post-carbon)
groundwater samples are provided in Appendix D.

4.2 DPE Exhaust Analysis and Mass Removal

On May 24, 2023, H&H collected quarterly off-gas samples from DPE system exhausts at DPE
systems #1 and #2 to evaluate DPE system performance. Total VOCs were detected at
46,320 micrograms per cubic meter (µg/m3) at the DPE system #1 exhaust and 6,160 µg/m3 at the
DPE system #2 exhaust (Table 8 and Appendix D). Since start-up on January 24, 2023, an
estimated 19.5 pounds (2.9 gallons) of petroleum hydrocarbons have been removed in the vapor
phase by DPE system #2 as total VOCs. Since start-up on January 25, 2023, an estimated
18.3 pounds (3.0 gallons) of petroleum hydrocarbons have been removed in the vapor phase by
DPE system #1 as total VOCs. Tabular summaries of the estimated mass removal rates at DPE
systems #1 and #2 are provided in Tables 9 and 10, respectively.

4.3 DPE Recovery
During each O&M visit, the equalization tank, OWS, and product holding tank are checked at each
DPE system for the accumulation of LNAPL. In addition, monthly gauging of monitoring wells
historically containing LNAPL is performed using an oil/water interface probe. As of
June 22, 2023, the DPE systems have recovered approximately 1,809 gallons of LNAPL. This
figure does not include vapor phase petroleum hydrocarbons as VOCs removed in the DPE
systems off-gas, dissolved mass removed in treated groundwater, or biological degradation as a
result of bioventing. LNAPL quantities recovered by the DPE systems and contained within either
the equalization tanks or product holding tanks for DPE systems #1 and #2 are noted on Tables 5
and 6, respectively. As of the date of this report, approximately 3,527.6 gallons of LNAPL have
been recovered from the Site via hand bailing, MMPE and AFVR events, and DPE system
operations (Table 12).

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H&H conducted the most recent gauging and LNAPL bailing event on June 20, 2023. In addition
to gauging the monitoring and recovery wells, H&H installed two stream gauges in the unnamed
tributary downgradient of DPE system #2 in May 2023. Stream elevations at these stream gauges
have been recorded since May 17, 2023. DPE system #1 was not pumping during the gauging
event due to an inoperable high-level float in the moisture tank. This can account for the higher
LNAPL/water level readings at the monitoring and recovery wells near DPE system #1. A
summary of product thickness measurements and water level data corrected for the presence of
LNAPL, including the stream elevations, are summarized in Table 2. Based on the June 20, 2023
gauging event, H&H prepared an updated potentiometric map as Figure 5A. An LNAPL thickness
and contour map was developed using the June 20, 2023 LNAPL gauging data (Figure 6A). On
June 20, 2023, free product thickness levels ranged up to 6.05 ft in monitoring well MW-9, which
is situated downgradient of the jet fuel AST Fuel Farm and piping system and on the off-Site
Harvest Center Property. However, LNAPL thicknesses in MW-9 have generally be lower, ranging
from 0.39 ft to 6.05 ft for the quarter covered by this report. In addition, none of the monitoring or
recovery wells near the unnamed tributary contained free product in them during the gauging
event. Other than the recent relatively thick LNAPL reading in MW-9, LNAPL reductions are
evident as described below.

Compared to the baseline potentiometric surface map (pre-DPE systems startup) dated
December 7, 2022 which is included as Figure 5B, the DPE systems have depressed the water table
by approximately 3 to 5 ft. The greatest reductions in the water table surface/potentiometric surface
are occurring in the monitoring wells located near the unnamed tributary in the southeast portion
of the Site. The overall reductions in the water table elevations indicate that the DPE systems are
strongly influencing the surficial aquifer.

Compared to the baseline LNAPL extent and contour map (pre-DPE system start-up) dated
December 7, 2022 which is included as Figure 6B, the DPE systems have significantly reduced
the LNAPL area and thicknesses with reductions in LNAPL thicknesses in MW-18 (from 0.22 ft
to 0.06 ft) and MW-5 (from 0.71 to 0.02 ft) in the northern portion of the Site and MW-8 (from
0.48 ft to non-detect) in the southeast portion of the Site. (Table 2).

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Graphs depicting groundwater elevation and LNAPL thickness over time for wells containing
measurable amounts of free product are provided in Appendix E. As shown in the graphs, LNAPL
thicknesses have generally decreased in the wells following a free product recovery event at or
near the subject well and since DPE systems were started in late January 2023. In addition, as is
often the case, free product thickness is influenced by the water table due to free product gravity
drainage into monitoring points when the water table is low. Overall, the initial results for the DPE
systems are good and show generally decreasing thicknesses over time and near absence of
LNAPL in monitoring wells just upgradient of the stream.

In addition to LNAPL recovery, impacted groundwater has been recovered and treated by the DPE
systems. Over the 117 days of operation, DPE system #1 has treated 319,920 gallons of
groundwater and DPE system #2 has treated 586,030 gallons of groundwater. As previously noted,
this recovered groundwater is treated to meet NPDES permit requirements prior to discharge.

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5.0 Monitoring and Reporting

To verify and maintain effective operation of the DPE systems and to monitor progress toward
achieving cleanup goals, the following O&M and progress monitoring program is being
performed:

• Absorbent boom and pad maintenance activities will be continued at the Site until LNAPL
has not been observed on surface water (including tributary surface water and water
discharging from stormwater infrastructure) for a period of two months. After
discontinuing absorbent boom and pad maintenance activities, surface water will be
observed a minimum of one time per month for evidence of LNAPL (or a sheen) until it
appears that it is no longer impacted by free product.

• BIOREM will continue to be applied to various surfaces (e.g., stream banks, vegetation,
etc.) where LNAPL is observed for a period of time which will depend on the pending
evaluation of initial BIOREM application. After discontinuing BIOREM application
activities, surfaces where LNAPL was previously observed will be checked a minimum of
one time per month for evidence of LNAPL, as needed.

• Site monitoring wells will be gauged a minimum of one time per month during the first
year of corrective action implementation and a minimum of quarterly thereafter. The wells
will be gauged using an oil/water interface probe to measure groundwater elevations and
LNAPL thicknesses (if identified). If LNAPL is identified in a monitoring well, the
LNAPL will be removed using a bailer or pump.

After LNAPL thicknesses in Site monitoring wells are less than 0.01 ft, the DPE systems
will be periodically shutdown to allow groundwater elevations to equilibrate and Site
monitoring and recovery wells will be gauged to evaluate for LNAPL until the measurable
thickness of LNAPL in Site wells is less than 0.01 ft. The corrective action cleanup goal
of reducing LNAPL in Site wells will be considered to be achieved when the measurable
thickness of LNAPL in all Site wells is less than 0.01 ft for a minimum of one month with
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the DPE systems shut down. It is expected that DPE system operations will be modified as
the corrective action progresses to target only those areas with measurable LNAPL greater
than 0.01 ft. As noted in the CAP, it is expected that the DPE systems may run for years.

• DPE system equipment and components will be operated and maintained in accordance
with component manufacturer recommendations and O&M manuals provided by the
system installation contractor.

• DPE system O&M visits will initially be completed on a weekly basis (minimum). O&M
visit frequency will be reduced (as appropriate) to approximately one visit per month. Note
that each DPE system has a remote telemetry system which will provide remote notification
of system alarm and shutdown conditions. Non-routine O&M visits will be completed if a
remote notification of alarm/shutdown conditions is received.

• During routine DPE system O&M visits, O&M personnel will:

 Check systems for proper operation and alarm conditions upon arrival and prior to
departure. Check general system conditions (e.g., corrosion, loose piping, etc.).
Document operational deficiencies, alarm conditions/reasons for system shutdown,
maintenance needed, etc.

 Check system and surrounding areas for evidence of releases/leaks. Verify spill
containment and cleanup equipment and materials are available and in good
condition.

 Obtain monthly off-gas flow rates, temperatures, and PID measurements for use in
estimating vapor phase mass recovery. Off-gas samples will be collected quarterly
in the first year for laboratory analysis of VOCs (including benzene, toluene,
ethylbenzene, xylenes, MTBE, and TRPH) by EPA Method TO-15 in order to
correlate PID measurements with laboratory-determined concentrations.

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 Obtain recovery well vacuum readings (as indicated at meters within each system
building), DPE blower vacuum readings, and pressure and flow meter readings at
multiple locations in the system (e.g., pre- and post-bag filter, pre- and post-GAC
vessels, etc.).

 As required by the NPDES permit, the post-carbon treated system effluent will be
sampled monthly for total suspended solids, pH, Oil and Grease, VOCs including
benzene, 1,2-DCA, ethylbenzene, MTBE, naphthalene, toluene, and total xylenes,
total and dissolved lead, hardness, and total recoverable phenolics. In addition,
(although not a permit requirement), a mid-GAC vessel sample will be collected
quarterly for the same analytes as the effluent samples to monitor for fuel
constituent breakthrough.

 Measure the quantity of LNAPL in equalization tanks and product holding tanks.
Removal of LNAPL from the product holding tanks will be scheduled and
completed as necessary to prevent system shutdown.

 Document/record the information from the above activities in an Operating Log.

During the first year of DPE system operation, quarterly corrective action performance reports will
be prepared and submitted to the DEQ UST Section. After one year of quarterly reporting, the
performance reporting frequency will be reduced to semi-annual.

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6.0 Conclusions and Certification

CLT and their consultants have monitored free product thicknesses at the Airport Drive Jet Fuel
Release site since 2019. While product thicknesses have been as high as 8.60 ft, the maximum
product thickness detected in June 2023 was 6.05 ft in monitoring well MW-9. However, LNAPL
thicknesses in MW-9 have generally been lower, ranging from 0.39 ft to 6.05 ft for the quarter
covered by this report. The product plume extends to the south-southeast and southeast from the
jet fuel AST system area toward an unnamed tributary of Taggert Creek.

Two DPE systems have been operated since January 2023 resulting in improved conditions. None
of the monitoring wells near the unnamed tributary contained LNAPL in June 2023. Compared to
the baseline LNAPL extent, the DPE systems have significantly reduced the LNAPL area and
thicknesses.

The DPE systems were installed during the period of July 2022 to January 2023, with system start-
ups occurring on January 24, 2023 (DPE system #2) and January 25, 2023 (DPE system #1). Based
on the actual total days and total metered run time observed, DPE systems #1 and #2 have been
operational for approximately 80% and 81% of the current reporting period (March 20, 2023 to
June 22, 2023), respectively. In the first 117 days of operation, the DPE systems treated
898,950 gallons of groundwater, recovered approximately 1,809 gallons of LNAPL, and removed
an additional 37.8 pounds of petroleum hydrocarbons in the vapor phase. As of June 2023,
approximately 3,527.6 gallons of LNAPL have been recovered from the Site in total.

Monitoring well MW-8 is adjacent to the stream culvert in the south-southeast portion of the
remediation area and measurements indicate a significant decrease in product thickness (0.48 ft to
non-detect) since the start-up of the DPE systems. Over the short amount of time that the DPE
systems have been operating, the systems have generally reduced the water table by approximately
3 to 5 ft, based on the effects measured in surrounding monitoring wells. The greatest reductions
in the water table are occurring in the monitoring wells located just upgradient of the unnamed
tributary in the southeast portion of the Site. The overall reductions in the water table elevations
indicate that the DPE systems are strongly influencing the surficial aquifer.
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Product seepage into stormwater systems and the tributary is controlled using absorbent booms
and pads. During this quarter, petroleum sheens have only been observed occasionally on surface
water in the unnamed tributary of Taggart Creek at the culvert beneath Airport Drive and on
stormwater below the stormwater outfall situated south of Ashley Circle. In addition, no LNAPL
has been observed on the stream bank at the LNAPL seep location and the stream bank in the
vicinity of the LNAPL seep appears to be more densely vegetated. Based upon these observations,
LNAPL on the stream bank, stream, and stormwater structures has been reduced.

Table 1 (Page 1 of 1)
Summary of Well Construction Information
Airport Drive Release (UST Section Incident #18989)Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Date Installed Well Diameter (inches)
Total Depth
(feet bgs1)
Screened Interval(feet bgs)
TOC Elevation
(feet above msl2)
Ground Elevation (feet above MSL)
Stickup or Vault
(feet ags3)
MW-1 9/26/2019 2 15 5-15 656.19 653.19 3.00
MW-2 9/27/2019 2 15 5-15 654.14 650.65 3.49
MW-3 10/4/2019 2 20 5-20 659.51 656.78 2.73
MW-4 10/3/2019 2 25 10-25 669.12 666.25 2.87
MW-5 10/3/2019 2 25 15-25 679.69 679.76 -0.07
MW-6 10/4/2019 2 20 5-20 656.56 653.75 2.81
MW-7 10/7/2019 2 20 5-20 655.43 651.74 3.69
MW-8 10/7/2019 2 20 5-20 653.41 653.70 -0.29
MW-9 10/4/2019 2 25 10-25 667.53 667.55 -0.02
MW-10 11/6/2019 2 28 18-28 703.60 703.85 -0.25
RW-7/MW-11 12/16/2019 6 30 10-30 691.09 691.50 -0.41
MW-12 11/7/2019 2 30 15-30 689.51 689.83 -0.32
MW-13 11/6/2019 2 18 3-18 654.50 651.85 2.65
MW-14 11/6/2019 2 20 5-20 663.92 664.40 -0.48
MW-15 11/7/2019 2 30 15-30 694.68 695.06 -0.38
MW-16 5/4/2021 2 28 8-28 690.86 691.11 -0.25
MW-17 5/3/2021 2 27 7-27 683.79 682.24 1.55
MW-18 8/16/2021 2 28 8-28 693.10 693.27 -0.17
MW-19 8/16/2021 2 25 10-25 684.18 684.39 -0.21
MW-20 8/17/2021 2 29 14-29 672.94 673.23 -0.29
MW-21 8/17/2021 2 18 3-18 650.76 651.18 -0.42
MW-22 8/16/2021 2 27 7-27 706.41 706.64 -0.23
RW-1 5/3/2021 6 27 7-27 682.70 681.98 0.72
RW-2 5/5/2021 6 27 7-27 685.79 686.31 -0.52
RW-3 5/3/2021 6 24 4-24 652.86 653.34 -0.48
RW-4 6/7/2022 4 33 18-33 690.54 691.17 -0.63
RW-5 6/7/2022 4 32 17-32 689.83 690.90 -1.07
RW-6 6/7/2022 4 30 15-30 691.97 692.15 -0.18
RW-8 6/8/2022 4 29 14-29 687.90 688.51 -0.61
RW-9 6/8/2022 4 29 14-29 684.59 684.99 -0.40
RW-10 6/9/2022 4 25 10-25 675.86 676.35 -0.49
RW-11 6/22/2022 4 26 11-26 672.27 672.89 -0.62
RW-12 6/21/2022 4 26 11-26 667.49 668.01 -0.52
RW-13 6/22/2022 4 22 7-22 666.48 666.92 -0.44
RW-14 6/14/2022 4 21 6-21 662.10 662.57 -0.47
RW-15 6/13/2022 4 30 15-30 663.30 663.65 -0.35
RW-16 6/15/2022 4 25 5-25 653.75 654.22 -0.47
RW-17 6/15/2022 4 21 6-21 655.08 655.75 -0.67
RW-18 6/16/2022 4 19 4-19 650.91 651.14 -0.23
RW-19 6/16/2022 4 20 15-20 652.82 653.10 -0.28
WM-14 7/25/2011 2 45 30-45 692.67 692.96 -0.29
Notes:
1. bgs = below ground surface
2. msl = mean sea level
3. ags = above ground surface (or vault depth to top of casing if negative value)
4. Well WM-1 installed by others during assessment of UST Section Incident #36908
Monitoring well and recovery well top of casing elevations based on As-Built Survey prepared by CES Group Engineers, LLC dated April 13, 2023;
except for top of casing elevations for MW-3, MW-15, MW-21, and WM-1 which were determined by others
File: https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/
Date: 6/24/2023
Table 1 (Page 1 of 1)
Hart & Hickman, PC
Table 2 (Page 1 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
9/30/2019 9.58 --646.61 0.00 646.61
10/3/2019 9.51 --646.68 0.00 646.68
10/7/2019 9.61 --646.58 0.00 646.58
10/10/2019 9.70 9.58 646.49 0.12 646.59
10/18/2019 9.81 9.61 646.38 0.20 646.54
10/23/2019 9.58 9.51 646.61 0.07 646.67
11/7/2019 9.18 9.17 647.01 0.01 647.02
11/12/2019 9.12 9.07 647.07 0.05 647.11
11/14/2019 9.38 9.18 646.81 0.20 646.97
11/22/2019 9.16 9.09 647.03 0.07 647.09
4/24/2020 *8.48 8.18 647.71 0.30 647.96
5/5/2020 *8.19 7.95 648.00 0.24 648.20
6/2/2020 *8.23 7.89 647.96 0.34 648.24
6/18/2020 *8.35 8.18 647.84 0.17 647.98
7/2/2020 *8.66 8.37 647.53 0.29 647.77
7/14/2020 *8.87 8.57 647.32 0.30 647.57
7/28/2020 *8.99 8.72 647.20 0.27 647.42
8/11/2020 *9.49 9.20 646.70 0.29 646.94
8/26/2020 *9.26 9.14 646.93 0.12 647.03
9/10/2020 *9.68 9.38 646.51 0.30 646.76
10/1/2020 *9.35 9.26 646.84 0.09 646.91
10/14/2020 *9.01 8.96 647.18 0.05 647.22
10/27/2020 *9.19 9.08 647.00 0.11 647.09
11/20/2020 *8.92 8.90 647.27 0.02 647.29
12/9/2020 8.92 --647.27 0.00 647.27
1/6/2021 *8.72 8.70 647.47 0.02 647.49
1/29/2021 8.53 --647.66 0.00 647.66
2/19/2021 *7.93 7.92 648.26 0.01 648.27
3/22/2021 8.14 --648.05 0.00 648.05
4/15/2021 *8.27 8.25 647.92 0.02 647.94
5/10/2021 *8.74 8.57 647.45 0.17 647.59
5/26/2021 *9.12 8.79 647.07 0.33 647.34
6/16/2021 9.25 8.99 646.94 0.26 647.15
6/23/2021 9.58 9.00 646.61 0.58 647.09
7/14/2021 *9.90 9.19 646.29 0.71 646.87
8/4/2021 *10.28 9.40 645.91 0.88 646.63
8/24/2021 *10.13 9.30 646.06 0.83 646.74
9/14/2021 *10.42 9.42 645.77 1.00 646.59
10/5/2021 *10.99 9.75 645.20 1.24 646.22
10/28/2021 *11.16 9.99 645.03 1.17 645.99
11/19/2021 *10.97 10.02 645.22 0.95 646.00
12/8/2021 *10.93 10.03 645.26 0.90 646.00
12/27/2021 *10.80 9.96 645.39 0.84 646.08
1/18/2022 *9.90 9.51 646.29 0.39 646.61
2/8/2022 *9.61 9.26 646.58 0.35 646.87
3/2/2022 *9.40 9.09 646.79 0.31 647.04
3/23/2022 *9.19 8.45 647.00 0.74 647.61
4/13/2022 *9.00 8.37 647.19 0.63 647.71
5/3/2022 *9.31 8.59 646.88 0.72 647.47
5/24/2022 *9.41 8.83 646.78 0.58 647.26
6/23/2022 *9.73 9.37 646.46 0.36 646.76
7/14/2022 *10.19 9.61 646.00 0.58 646.48
8/4/2022 *10.98 9.92 645.21 1.06 646.08
8/25/2022 *11.15 10.05 645.04 1.10 645.94
9/15/2022 *11.18 10.19 645.01 0.99 645.82
10/6/2022 *11.13 10.21 645.06 0.92 645.81
10/28/2022 *11.24 10.20 644.95 1.04 645.80
11/17/2022 *10.90 10.15 645.29 0.75 645.91
12/7/2022 *10.10 9.65 646.09 0.45 646.46
12/28/2022 *9.43 9.13 646.76 0.30 647.01
1/18/2023 *9.08 8.84 647.11 0.24 647.31
2/23/2023 13.03 --643.16 0.00 643.16
3/16/2023 13.28 --642.91 0.00 642.91
4/5/2023 *12.94 12.81 643.25 0.13 643.36
4/27/2023 10.78 --645.41 0.00 645.41
5/16/2023 12.53 --643.66 0.00 643.66
6/7/2023 10.75 --645.44 0.00 645.44
6/20/2023 12.52 --643.67 0.00 643.67
5-15656.19152MW-1
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 1 of 23)
Hart & Hickman, PC
Table 2 (Page 2 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
9/30/2019 11.61 11.57 642.53 0.04 642.56
10/3/2019 11.74 11.63 642.40 0.11 642.49
10/7/2019 11.99 --642.15 0.00 642.15
10/10/2019 12.86 10.98 641.28 1.88 642.82
10/18/2019 14.41 10.56 639.73 3.85 642.89
10/23/2019 14.28 10.46 639.86 3.82 642.99
11/7/2019 13.87 10.43 640.27 3.44 643.09
11/12/2019 13.93 10.22 640.21 3.71 643.25
11/14/2019 14.19 10.31 639.95 3.88 643.13
11/22/2019 *14.18 10.21 639.96 3.97 643.22
4/24/2020 *14.26 9.66 639.88 4.60 643.65
5/5/2020 *11.13 10.19 643.01 0.94 643.78
6/2/2020 *10.67 10.21 643.47 0.46 643.85
6/18/2020 *10.93 10.49 643.21 0.44 643.57
7/2/2020 *11.09 10.73 643.05 0.36 643.35
7/14/2020 *11.32 10.99 642.82 0.33 643.09
7/28/2020 *11.45 11.08 642.69 0.37 642.99
8/11/2020 *11.66 11.25 642.48 0.41 642.82
8/26/2020 *11.36 11.06 642.78 0.30 643.03
9/10/2020 *11.52 11.19 642.62 0.33 642.89
10/1/2020 *11.41 11.10 642.73 0.31 642.98
10/14/2020 *11.24 10.96 642.90 0.28 643.13
10/27/2020 *11.36 11.03 642.78 0.33 643.05
11/20/2020 *10.90 10.86 643.24 0.04 643.27
12/9/2020 *11.11 10.79 643.03 0.32 643.29
1/6/2021 *10.88 10.59 643.26 0.29 643.50
1/29/2021 *10.60 10.41 643.54 0.19 643.70
2/19/2021 *9.80 9.63 644.34 0.17 644.48
3/22/2021 *10.51 10.19 643.63 0.32 643.89
4/15/2021 *10.81 10.35 643.33 0.46 643.71
5/10/2021 *10.89 10.51 643.25 0.38 643.56
5/26/2021 *11.27 10.77 642.87 0.50 643.28
6/16/2021 11.35 10.90 642.79 0.45 643.16
6/23/2021 11.03 10.78 643.11 0.25 643.32
7/14/2021 *11.20 10.95 642.94 0.25 643.15
8/4/2021 *11.29 11.02 642.85 0.27 643.07
8/24/2021 *11.27 11.00 642.87 0.27 643.09
9/14/2021 *11.41 11.12 642.73 0.29 642.97
10/5/2021 *11.46 11.19 642.68 0.27 642.90
10/28/2021 *11.47 11.28 642.67 0.19 642.83
11/19/2021 *11.23 11.11 642.91 0.12 643.01
12/8/2021 *10.96 10.95 643.18 0.01 643.19
12/27/2021 *11.04 10.99 643.10 0.05 643.14
1/18/2022 *10.87 10.84 643.27 0.03 643.29
2/8/2022 *10.70 10.69 643.44 0.01 643.45
3/2/2022 *10.71 10.67 643.43 0.04 643.46
3/23/2022 *10.28 10.26 643.86 0.02 643.88
4/13/2022 10.37 --643.77 0.00 643.77
5/3/2022 *10.70 10.64 643.44 0.06 643.49
5/24/2022 10.72 --643.42 0.00 643.42
6/23/2022 *10.93 10.92 643.21 0.01 643.22
7/14/2022 *10.97 10.94 643.17 0.03 643.19
8/4/2022 *11.38 11.24 642.76 0.14 642.87
8/25/2022 *11.33 11.24 642.81 0.09 642.88
9/15/2022 *11.21 11.16 642.93 0.05 642.97
10/6/2022 *11.25 11.21 642.89 0.04 642.92
10/28/2022 *11.30 11.27 642.84 0.03 642.86
11/17/2022 11.08 --643.06 0.00 643.06
12/7/2022 10.83 --643.31 0.00 643.31
12/28/2022 10.64 --643.50 0.00 643.50
1/18/2023 11.49 --642.65 0.00 642.65
2/23/2023 *13.19 13.03 640.95 0.16 641.08
3/16/2023 15.39 --638.75 0.00 638.75
4/5/2023 15.58 --638.56 0.00 638.56
4/27/2023 10.56 --643.58 0.00 643.58
5/16/2023 15.31 --638.83 0.00 638.83
6/7/2023 10.60 --643.54 0.00 643.54
6/20/2023 15.40 --638.74 0.00 638.74
MW-2 2 15 654.14 5-15
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 2 of 23)
Hart & Hickman, PC
Table 2 (Page 3 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
10/7/2019 11.71 --647.80 0.00 647.80
10/10/2019 11.75 --647.76 0.00 647.76
10/18/2019 11.90 --647.61 0.00 647.61
10/23/2019 11.78 --647.73 0.00 647.73
11/7/2019 11.51 --648.00 0.00 648.00
11/12/2019 11.40 --648.11 0.00 648.11
11/14/2019 11.57 --647.94 0.00 647.94
11/22/2019 11.39 --648.12 0.00 648.12
4/24/2020 *11.01 10.49 648.50 0.52 648.93
5/5/2020 *10.69 10.38 648.82 0.31 649.07
6/2/2020 *10.60 10.21 648.91 0.39 649.23
6/18/2020 *10.82 10.38 648.69 0.44 649.05
7/2/2020
7/14/2020
7/28/2020
8/11/2020
8/12/2020
10/7/2019 20.19 --648.93 0.00 648.93
10/10/2019 20.23 --648.89 0.00 648.89
10/18/2019 20.38 --648.74 0.00 648.74
10/23/2019 20.26 --648.86 0.00 648.86
11/7/2019 20.02 --649.10 0.00 649.10
11/12/2019 19.92 --649.20 0.00 649.20
11/14/2019 20.15 --648.97 0.00 648.97
11/22/2019 19.92 --649.20 0.00 649.20
4/24/2020 *19.61 18.98 649.51 0.63 650.03
5/5/2020 *19.00 18.88 650.12 0.12 650.22
6/2/2020 *19.41 18.71 649.71 0.70 650.28
6/18/2020 *19.44 18.88 649.68 0.56 650.14
7/2/2020 *19.63 19.15 649.49 0.48 649.88
7/14/2020 *19.91 19.45 649.21 0.46 649.59
7/28/2020 *19.85 19.51 649.27 0.34 649.55
8/11/2020 *20.22 19.73 648.90 0.49 649.30
8/26/2020 *20.05 19.70 649.07 0.35 649.36
9/10/2020 *20.32 19.88 648.80 0.44 649.16
10/1/2020 *20.14 19.83 648.98 0.31 649.23
10/14/2020 *19.88 19.78 649.24 0.10 649.32
10/27/2020 *20.05 19.82 649.07 0.23 649.26
11/20/2020 *19.73 19.70 649.39 0.03 649.41
12/9/2020 *19.65 19.64 649.47 0.01 649.48
1/6/2021 *19.46 19.44 649.66 0.02 649.68
1/29/2021 *19.36 19.31 649.76 0.05 649.80
2/19/2021 *18.37 18.29 650.75 0.08 650.82
3/22/2021 *18.89 18.74 650.23 0.15 650.35
4/15/2021 *18.97 18.74 650.15 0.23 650.34
5/10/2021 *19.24 19.01 649.88 0.23 650.07
5/26/2021 *19.68 19.23 649.44 0.45 649.81
7/14/2021 *20.16 19.72 648.96 0.44 649.32
8/4/2021 *20.15 19.83 648.97 0.32 649.23
8/25/2021 *20.10 19.82 649.02 0.28 649.25
9/14/2021 *20.17 19.89 648.95 0.28 649.18
10/5/2021 *20.51 20.12 648.61 0.39 648.93
10/28/2021 *20.61 20.30 648.51 0.31 648.76
11/19/2021 *20.56 20.36 648.56 0.20 648.72
12/8/2021 *20.47 20.26 648.65 0.21 648.82
12/27/2021 *20.32 20.22 648.80 0.10 648.88
1/18/2022 20.11 --649.01 0.00 649.01
2/8/2022 19.84 --649.28 0.00 649.28
3/2/2022 19.78 --649.34 0.00 649.34
3/23/2022 19.31 --649.81 0.00 649.81
4/13/2022 19.38 --649.74 0.00 649.74
5/3/2022 19.54 --649.58 0.00 649.58
5/24/2022 19.70 --649.42 0.00 649.42
6/23/2022 20.04 --649.08 0.00 649.08
7/14/2022 20.17 --648.95 0.00 648.95
8/4/2022 20.41 --648.71 0.00 648.71
8/25/2022 *20.75 20.44 648.37 0.31 648.62
9/15/2022 *20.65 20.50 648.47 0.15 648.59
10/6/2022 *20.75 20.60 648.37 0.15 648.49
10/28/2022 *20.71 20.60 648.41 0.11 648.50
11/17/2022 20.54 --648.58 0.00 648.58
12/7/2022 20.31 --648.81 0.00 648.81
12/28/2022 19.98 --649.14 0.00 649.14
1/18/2023 19.70 --649.42 0.00 649.42
2/23/2023 20.59 20.58 648.53 0.01 648.54
3/16/2023 21.30 --647.82 0.00 647.82
4/5/2023 *21.44 21.42 647.68 0.02 647.70
4/27/2023 20.18 --648.94 0.00 648.94
5/16/2023 *21.28 21.24 647.84 0.04 647.87
6/7/2023 20.23 --648.89 0.00 648.89
6/20/2023 21.27 --647.85 0.00 647.85
Well Damaged - NG
Well Abandoned
5-20MW-3 2 20 659.51
MW-4 2 25 669.12 10-25
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 3 of 23)
Hart & Hickman, PC
Table 2 (Page 4 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
10/7/2019 21.38 16.23 658.31 5.15 662.53
10/10/2019 21.52 16.33 658.17 5.19 662.43
10/18/2019 22.19 16.32 657.50 5.87 662.31
10/23/2019 22.29 16.35 657.40 5.94 662.27
11/7/2019 21.23 16.07 658.46 5.16 662.69
11/12/2019 21.39 15.88 658.30 5.51 662.82
11/14/2019 17.27 17.17 662.42 0.10 662.50
11/22/2019 19.32 16.17 660.37 3.15 662.95
4/24/2020 *20.05 14.40 659.64 5.65 664.27
5/5/2020 *19.34 14.28 660.35 5.06 664.50
6/2/2020 *18.90 14.13 660.79 4.77 664.70
6/18/2020 *19.39 14.36 660.30 5.03 664.42
7/2/2020 *19.62 14.67 660.07 4.95 664.13
7/14/2020 *19.81 15.03 659.88 4.78 663.80
7/28/2020 *19.87 15.20 659.82 4.67 663.65
8/11/2020 *20.10 15.53 659.59 4.57 663.34
8/26/2020 *20.22 15.74 659.47 4.48 663.14
9/10/2020 *20.40 16.00 659.29 4.40 662.90
10/1/2020 *20.42 16.04 659.27 4.38 662.86
10/14/2020 *20.15 16.12 659.54 4.03 662.84
10/27/2020 *20.08 16.05 659.61 4.03 662.91
11/20/2020 *19.20 16.04 660.49 3.16 663.08
12/9/2020 *19.45 15.88 660.24 3.57 663.17
1/6/2021 *18.82 15.59 660.87 3.23 663.52
1/29/2021 *18.54 15.53 661.15 3.01 663.62
2/19/2021 *18.38 14.49 661.31 3.89 664.50
3/22/2021 *18.98 14.15 660.71 4.83 664.67
4/15/2021 *19.35 13.57 660.34 5.78 665.08
5/10/2021 *18.75 14.62 660.94 4.13 664.33
5/26/2021 *18.58 14.95 661.11 3.63 664.09
6/14/2021 18.70 15.27 660.99 3.43 663.80
6/23/2021 16.97 16.01 662.72 0.96 663.51
7/14/2021 *18.38 16.02 661.31 2.36 663.25
8/4/2021 *18.74 16.08 660.95 2.66 663.13
8/24/2021 *18.81 16.11 660.88 2.70 663.09
9/14/2021 *19.08 16.28 660.61 2.80 662.91
10/5/2021 *19.63 16.62 660.06 3.01 662.53
10/28/2021 *20.00 16.83 659.69 3.17 662.29
11/19/2021 *19.85 16.91 659.84 2.94 662.25
12/8/2021 *20.72 17.19 658.97 3.53 661.86
12/27/2021 *20.72 17.25 658.97 3.47 661.82
1/18/2022 *20.33 17.17 659.36 3.16 661.95
2/8/2022 *19.41 16.87 660.28 2.54 662.36
3/2/2022 *19.12 16.77 660.57 2.35 662.50
3/23/2022 *18.01 15.95 661.68 2.06 663.37
4/13/2022 *17.79 15.89 661.90 1.90 663.46
5/3/2022 *17.78 15.81 661.91 1.97 663.53
5/24/2022 *18.12 16.13 661.57 1.99 663.20
6/23/2022 *18.12 16.52 661.57 1.60 662.88
7/14/2022 *18.65 17.10 661.04 1.55 662.31
8/4/2022 *18.99 17.35 660.70 1.64 662.04
8/25/2022 *19.56 17.50 660.13 2.06 661.82
9/15/2022 *19.15 18.00 660.54 1.15 661.48
10/6/2022 *18.95 18.25 660.74 0.70 661.31
10/28/2022 *19.04 18.01 660.65 1.03 661.49
11/17/2022 *19.92 18.30 659.77 1.62 661.10
12/7/2022 *18.82 18.11 660.87 0.71 661.45
12/28/2022 *18.86 17.46 660.83 1.40 661.98
1/18/2023 *18.42 16.93 661.27 1.49 662.49
2/23/2023 *21.81 18.21 657.88 3.60 660.83
3/16/2023 *21.41 19.14 658.28 2.27 660.14
4/5/2023 *20.71 19.44 658.98 1.27 660.02
4/27/2023 *19.56 19.25 660.13 0.31 660.38
5/16/2023 *19.34 19.18 660.35 0.16 660.48
6/7/2023 *19.10 18.82 660.59 0.28 660.82
6/20/2023 *18.22 18.20 661.47 0.02 661.49
MW-5 2 25 679.69 15-25
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 4 of 23)
Hart & Hickman, PC
Table 2 (Page 5 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
10/7/2019 11.69 --644.87 0.00 644.87
10/10/2019 11.73 --644.83 0.00 644.83
10/18/2019 11.69 --644.87 0.00 644.87
10/23/2019 11.36 --645.20 0.00 645.20
11/7/2019 11.15 --645.41 0.00 645.41
11/12/2019 10.93 --645.63 0.00 645.63
11/14/2019 10.94 --645.62 0.00 645.62
11/22/2019 10.95 --645.61 0.00 645.61
4/24/2020 9.34 --647.22 0.00 647.22
5/5/2020 9.03 --647.53 0.00 647.53
6/2/2020 8.78 --647.78 0.00 647.78
6/18/2020 9.51 --647.05 0.00 647.05
7/2/2020 10.02 --646.54 0.00 646.54
7/14/2020 10.50 --646.06 0.00 646.06
7/28/2020 10.71 --645.85 0.00 645.85
8/11/2020 11.11 --645.45 0.00 645.45
8/26/2020 10.97 --645.59 0.00 645.59
9/10/2020 11.28 --645.28 0.00 645.28
10/1/2020 11.11 --645.45 0.00 645.45
10/14/2020 10.76 --645.80 0.00 645.80
10/27/2020 10.94 --645.62 0.00 645.62
11/20/2020 10.54 --646.02 0.00 646.02
12/9/2020 10.36 --646.20 0.00 646.20
1/6/2021 9.95 --646.61 0.00 646.61
1/29/2021 9.40 --647.16 0.00 647.16
2/19/2021 8.07 --648.49 0.00 648.49
3/22/2021 8.97 --647.59 0.00 647.59
4/15/2021 9.22 --647.34 0.00 647.34
5/10/2021 9.72 --646.84 0.00 646.84
5/26/2021 10.20 --646.36 0.00 646.36
6/16/2021 10.53 --646.03 0.00 646.03
6/23/2021 10.75 --645.81 0.00 645.81
7/14/2021 11.08 --645.48 0.00 645.48
8/4/2021 11.24 --645.32 0.00 645.32
8/24/2021 11.23 --645.33 0.00 645.33
9/14/2021 11.42 --645.14 0.00 645.14
10/5/2021 11.68 --644.88 0.00 644.88
10/28/2021 11.86 --644.70 0.00 644.70
11/19/2021 11.74 --644.82 0.00 644.82
12/8/2021 11.59 --644.97 0.00 644.97
12/27/2021 11.38 --645.18 0.00 645.18
1/18/2022 10.83 --645.73 0.00 645.73
2/8/2022 10.48 --646.08 0.00 646.08
3/2/2022 10.45 --646.11 0.00 646.11
3/23/2022 9.79 --646.77 0.00 646.77
4/13/2022 9.80 --646.76 0.00 646.76
5/3/2022 10.15 --646.41 0.00 646.41
5/24/2022 10.36 --646.20 0.00 646.20
6/23/2022 11.23 --645.33 0.00 645.33
7/14/2022 11.40 --645.16 0.00 645.16
8/4/2022 10.87 --645.69 0.00 645.69
8/25/2022 11.93 --644.63 0.00 644.63
9/15/2022 11.82 --644.74 0.00 644.74
10/6/2022 11.93 --644.63 0.00 644.63
10/28/2022 12.12 --644.44 0.00 644.44
11/17/2022 11.67 --644.89 0.00 644.89
12/7/2022 11.27 --645.29 0.00 645.29
12/28/2022 10.68 --645.88 0.00 645.88
1/18/2023 10.16 --646.40 0.00 646.40
2/23/2023 10.18 --646.38 0.00 646.38
3/16/2023 10.85 --645.71 0.00 645.71
4/5/2023 10.93 --645.63 0.00 645.63
4/27/2023 9.66 --646.90 0.00 646.90
5/16/2023 9.20 --647.36 0.00 647.36
6/7/2023 10.26 --646.30 0.00 646.30
6/20/2023 11.20 --645.36 0.00 645.36
2 20 656.56 5-20MW-6
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 5 of 23)
Hart & Hickman, PC
Table 2 (Page 6 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
10/8/2019 13.26 12.60 642.17 0.66 642.71
10/10/2019 13.59 12.47 641.84 1.12 642.76
10/18/2019 14.43 12.22 641.00 2.21 642.81
10/23/2019 14.39 12.08 641.04 2.31 642.93
11/7/2019 14.78 11.83 640.65 2.95 643.07
11/12/2019 14.80 11.63 640.63 3.17 643.23
11/14/2019 14.88 11.75 640.55 3.13 643.12
11/22/2019 14.95 11.67 640.48 3.28 643.17
4/24/2020 *15.30 11.00 640.13 4.30 643.66
5/5/2020 *13.30 11.33 642.13 1.97 643.75
6/2/2020 *12.38 11.44 643.05 0.94 643.82
6/18/2020 *12.26 11.72 643.17 0.54 643.61
7/2/2020 *12.55 12.06 642.88 0.49 643.28
7/14/2020 *12.80 12.40 642.63 0.40 642.96
7/28/2020 *12.58 12.33 642.85 0.25 643.06
8/11/2020 *12.74 12.46 642.69 0.28 642.92
8/26/2020 *12.61 12.35 642.82 0.26 643.03
9/10/2020 *12.70 12.46 642.73 0.24 642.93
10/1/2020 *12.60 12.38 642.83 0.22 643.01
10/14/2020 *12.41 12.24 643.02 0.17 643.16
10/27/2020 *12.55 12.30 642.88 0.25 643.09
11/20/2020 *12.32 12.11 643.11 0.21 643.28
12/9/2020 *12.34 12.07 643.09 0.27 643.31
1/6/2021 *12.12 11.84 643.31 0.28 643.54
1/29/2021 *11.89 11.53 643.54 0.36 643.84
2/19/2021 *11.10 10.75 644.33 0.35 644.62
3/22/2021 *11.71 11.39 643.72 0.32 643.98
4/15/2021 *11.94 11.54 643.49 0.40 643.82
5/10/2021 *12.04 11.75 643.39 0.29 643.63
5/26/2021 *12.38 12.02 643.05 0.36 643.35
6/16/2021 12.55 12.17 642.88 0.38 643.19
6/23/2021 12.22 12.21 643.21 0.01 643.22
7/14/2021 *12.28 --643.15 0.00 643.15
8/4/2021 *12.36 12.35 643.07 0.01 643.08
8/24/2021 *12.39 12.35 643.04 0.04 643.07
9/14/2021 *12.54 12.41 642.89 0.13 643.00
10/5/2021 *12.70 12.53 642.73 0.17 642.87
10/28/2021 *12.70 12.60 642.73 0.10 642.81
11/19/2021 *12.43 12.41 643.00 0.02 643.02
12/8/2021 12.23 --643.20 0.00 643.20
12/27/2021 *12.25 12.24 643.18 0.01 643.19
1/18/2022 12.13 --643.30 0.00 643.30
2/8/2022 11.97 --643.46 0.00 643.46
3/2/2022 11.94 --643.49 0.00 643.49
3/23/2022 *11.55 11.53 643.88 0.02 643.90
4/13/2022 *11.74 11.60 643.69 0.14 643.80
5/3/2022 *12.03 11.88 643.40 0.15 643.52
5/24/2022 *12.09 11.98 643.34 0.11 643.43
6/23/2022 12.23 --643.20 0.00 643.20
7/14/2022 12.23 --643.20 0.00 643.20
8/4/2022 *12.60 12.55 642.83 0.05 642.87
8/25/2022 *12.62 12.54 642.81 0.08 642.88
9/15/2022 12.43 --643.00 0.00 643.00
10/6/2022 12.49 --642.94 0.00 642.94
10/28/2022 12.58 --642.85 0.00 642.85
11/17/2022 12.33 --643.10 0.00 643.10
12/7/2022 12.11 --643.32 0.00 643.32
12/28/2022 *11.88 11.87 643.55 0.01 643.56
1/18/2023 11.72 --643.71 0.00 643.71
2/23/2023 15.54 --639.89 0.00 639.89
3/16/2023 16.60 --638.83 0.00 638.83
4/5/2023 16.49 --638.94 0.00 638.94
4/27/2023 11.84 --643.59 0.00 643.59
5/16/2023 16.26 --639.17 0.00 639.17
6/7/2023 11.91 --643.52 0.00 643.52
6/20/2023 16.22 --639.21 0.00 639.21
5-20655.43202MW-7
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 6 of 23)
Hart & Hickman, PC
Table 2 (Page 7 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
10/8/2019 14.59 14.14 641.74 0.45 642.11
10/10/2019 14.84 13.76 641.49 1.08 642.38
10/18/2019 16.20 13.49 640.13 2.71 642.35
10/23/2019 16.28 13.38 640.05 2.90 642.43
11/7/2019 16.36 13.26 639.97 3.10 642.51
11/12/2019 16.15 13.05 640.18 3.10 642.72
11/14/2019 16.38 13.21 639.95 3.17 642.55
11/22/2019 16.28 13.17 640.05 3.11 642.60
4/24/2020 *16.05 12.93 640.28 3.12 642.84
5/5/2020 *14.42 13.19 641.91 1.23 642.92
6/2/2020 *15.35 12.88 640.98 2.47 643.01
6/18/2020 *15.39 13.09 640.94 2.30 642.83
7/2/2020 *15.40 13.27 640.93 2.13 642.68
7/14/2020 *15.50 13.44 640.83 2.06 642.52
7/28/2020 *15.75 13.42 640.58 2.33 642.49
8/11/2020 *15.99 13.50 640.34 2.49 642.38
8/26/2020 *15.84 13.42 640.49 2.42 642.47
9/10/2020 *16.12 13.52 640.21 2.60 642.34
10/1/2020 *16.25 13.37 640.08 2.88 642.44
10/14/2020 *15.53 13.44 640.80 2.09 642.51
10/27/2020 *15.46 13.47 640.87 1.99 642.50
11/20/2020 *16.20 13.27 640.13 2.93 642.53
12/9/2020 *15.25 13.31 641.08 1.94 642.67
1/6/2021 *14.68 13.32 641.65 1.36 642.77
1/29/2021 *14.18 13.31 642.15 0.87 642.86
2/19/2021 *13.56 12.81 642.77 0.75 643.39
3/22/2021 *15.35 12.88 640.98 2.47 643.01
4/15/2021 *14.83 13.17 641.50 1.66 642.86
5/10/2021 *14.57 13.29 641.76 1.28 642.81
5/26/2021 *15.12 13.46 641.21 1.66 642.57
6/16/2021 13.24 10.28 640.17 2.96 642.60
6/23/2021 10.98 10.50 642.43 0.48 642.82
7/14/2021 *11.45 10.50 641.96 0.95 642.74
8/4/2021 *12.48 10.35 640.93 2.13 642.68
8/24/2021 *12.51 10.30 640.90 2.21 642.71
9/14/2021 *12.54 10.32 640.87 2.22 642.69
10/5/2021 *12.32 10.46 641.09 1.86 642.62
10/28/2021 *12.40 10.58 641.01 1.82 642.50
11/19/2021 *12.28 10.70 641.13 1.58 642.43
12/8/2021 *12.15 10.30 641.26 1.85 642.78
12/27/2021 *11.65 10.44 641.76 1.21 642.75
1/18/2022 *11.03 10.47 642.38 0.56 642.84
2/8/2022 *10.88 10.38 642.53 0.50 642.94
3/2/2022 *10.97 10.41 642.44 0.56 642.90
3/23/2022 *10.41 10.02 643.00 0.39 643.32
4/13/2022 *10.84 10.15 642.57 0.69 643.14
5/3/2022 *11.03 10.27 642.38 0.76 643.00
5/24/2022 *11.15 10.39 642.26 0.76 642.88
6/23/2022 *11.45 10.56 641.96 0.89 642.69
7/14/2022 *11.29 10.62 642.12 0.67 642.67
8/4/2022 *11.78 10.78 641.63 1.00 642.45
8/25/2022 *11.66 10.80 641.75 0.86 642.46
9/15/2022 *11.76 10.70 641.65 1.06 642.52
10/6/2022 *11.85 10.85 641.56 1.00 642.38
10/28/2022 *11.91 11.02 641.50 0.89 642.23
11/17/2022 *12.01 10.63 641.40 1.38 642.53
12/7/2022 10.61 --642.80 0.00 642.80
12/9/2022 *10.89 10.56 642.52 0.33 642.79
12/28/2022 *10.96 10.54 642.45 0.42 642.79
1/18/2023 *10.81 10.33 642.60 0.48 642.99
2/23/2023 *12.32 11.53 641.09 0.79 641.74
3/16/2023 *13.70 13.64 639.71 0.06 639.76
4/5/2023 *13.65 13.64 639.76 0.01 639.77
4/27/2023 10.48 --642.93 0.00 642.93
5/16/2023 13.68 --639.73 0.00 639.73
6/7/2023 10.64 --642.77 0.00 642.77
6/20/2023 13.61 --639.80 0.00 639.80
MW-8 2 20 653.41 5-20
Depths estimated due to well damage; Well repaired 6/4/21
MW-8 2 20 656.33 5-20
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 7 of 23)
Hart & Hickman, PC
Table 2 (Page 8 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
10/8/2019 15.48 14.59 652.05 0.89 652.78
10/10/2019 16.51 14.39 651.02 2.12 652.76
10/18/2019 18.95 13.92 648.58 5.03 652.70
10/23/2019 19.46 13.69 648.07 5.77 652.80
11/7/2019 19.94 13.07 647.59 6.87 653.22
11/12/2019 20.39 12.84 647.14 7.55 653.33
11/14/2019 15.33 14.54 652.20 0.79 652.85
11/22/2019 17.30 13.43 650.23 3.87 653.40
4/24/2020 *20.00 11.40 647.53 8.60 654.58
5/5/2020 *16.50 11.90 651.03 4.60 654.80
6/2/2020 *17.03 11.43 650.50 5.60 655.09
6/18/2020 *16.49 12.11 651.04 4.38 654.63
7/2/2020 *16.71 12.50 650.82 4.21 654.27
7/14/2020 *17.15 12.83 650.38 4.32 653.92
7/28/2020 *17.38 12.98 650.15 4.40 653.76
8/11/2020 *17.56 13.35 649.97 4.21 653.42
8/26/2020 *17.30 13.41 650.23 3.89 653.42
9/10/2020 *18.09 13.50 649.44 4.59 653.20
10/1/2020 *17.98 13.45 649.55 4.53 653.26
10/14/2020 *17.61 13.36 649.92 4.25 653.41
10/27/2020 *17.92 13.36 649.61 4.56 653.35
11/20/2020 *19.32 12.70 648.21 6.62 653.64
12/9/2020 *19.30 12.62 648.23 6.68 653.71
1/6/2021 *20.02 11.94 647.51 8.08 654.14
1/29/2021 *17.94 12.30 649.59 5.64 654.21
2/19/2021 *15.26 11.65 652.27 3.61 655.23
3/22/2021 *16.23 11.75 651.30 4.48 654.97
4/15/2021 *15.70 11.96 651.83 3.74 654.90
5/10/2021 *16.64 12.33 650.89 4.31 654.42
5/26/2021 *16.28 12.83 651.25 3.45 654.08
7/14/2021 *18.00 13.30 649.53 4.70 653.38
8/4/2021 *17.33 13.61 650.20 3.72 653.25
8/24/2021 *17.19 13.57 650.34 3.62 653.31
9/14/2021 *17.73 13.68 649.80 4.05 653.12
10/5/2021 *18.25 14.00 649.28 4.25 652.77
10/28/2021 *18.26 14.06 649.27 4.20 652.71
11/19/2021 *18.01 13.96 649.52 4.05 652.84
12/7/2021 *20.68 14.11 646.85 6.57 652.24
12/8/2021 *15.56 15.09 651.97 0.47 652.36
12/27/2021 *17.81 14.45 649.72 3.36 652.48
1/18/2022 *19.15 13.75 648.38 5.40 652.81
2/8/2022 *18.32 13.44 649.21 4.88 653.21
3/2/2022 17.71 13.45 649.82 4.26 653.31
3/23/2022 *14.38 13.32 653.15 1.06 654.02
4/13/2022 *15.76 13.08 651.77 2.68 653.97
5/3/2022 *16.00 13.29 651.53 2.71 653.75
5/24/2022 *16.36 13.59 651.17 2.77 653.44
6/23/2022 *17.07 13.95 650.46 3.12 653.02
7/14/2022 *17.11 14.34 650.42 2.77 652.69
8/4/2022 *17.71 14.55 649.82 3.16 652.41
8/25/2022 *18.00 14.65 649.53 3.35 652.28
9/15/2022 *18.15 14.77 649.38 3.38 652.15
10/6/2022 *18.15 14.96 649.38 3.19 652.00
10/28/2022 *18.22 14.87 649.31 3.35 652.06
11/17/2022 *18.74 14.78 648.79 3.96 652.04
12/7/2022 *17.47 14.60 650.06 2.87 652.41
12/28/2022 *17.45 13.75 650.08 3.70 653.11
1/18/2023 *17.31 13.37 650.22 3.94 653.45
2/23/2023 *21.05 14.08 646.48 6.97 652.20
3/16/2023 *23.36 18.98 644.17 4.38 647.76
4/5/2023 *23.35 20.11 644.18 3.24 646.84
4/27/2023 *19.50 13.85 648.03 5.65 652.66
5/16/2023 *17.48 17.09 650.05 0.39 650.37
6/7/2023 *19.79 13.90 647.74 5.89 652.57
6/20/2023 *23.45 17.40 644.08 6.05 649.04
MW-9 2 25 667.53 10-25
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 8 of 23)
Hart & Hickman, PC
Table 2 (Page 9 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
11/12/2019 16.91 --686.69 0.00 686.69
11/14/2019 17.18 --686.42 0.00 686.42
11/22/2019 16.91 --686.69 0.00 686.69
4/24/2020 NG NG NG NG NG
5/5/2020 16.37 --687.23 0.00 687.23
6/2/2020 16.19 --687.41 0.00 687.41
6/18/2020 16.12 --687.48 0.00 687.48
7/2/2020 16.17 --687.43 0.00 687.43
7/14/2020 16.27 --687.33 0.00 687.33
7/28/2020 16.32 --687.28 0.00 687.28
8/11/2020 16.46 --687.14 0.00 687.14
8/26/2020 16.55 --687.05 0.00 687.05
9/10/2020 16.73 --686.87 0.00 686.87
10/1/2020 16.62 --686.98 0.00 686.98
10/14/2020 16.78 --686.82 0.00 686.82
10/27/2020 16.38 --687.22 0.00 687.22
11/20/2020 17.08 --686.52 0.00 686.52
12/9/2020 16.65 --686.95 0.00 686.95
1/6/2021 16.67 --686.93 0.00 686.93
1/29/2021 16.46 --687.14 0.00 687.14
2/19/2021 15.53 --688.07 0.00 688.07
3/22/2021 15.46 --688.14 0.00 688.14
4/15/2021 15.42 --688.18 0.00 688.18
5/10/2021 15.97 --687.63 0.00 687.63
5/26/2021 16.23 --687.37 0.00 687.37
7/14/2021 16.79 --686.81 0.00 686.81
8/4/2021 16.61 --686.99 0.00 686.99
8/24/2021 16.58 --687.02 0.00 687.02
9/14/2021 16.76 --686.84 0.00 686.84
10/5/2021 16.76 --686.84 0.00 686.84
10/28/2021 16.81 --686.79 0.00 686.79
11/19/2021 16.72 --686.88 0.00 686.88
12/8/2021 17.32 --686.28 0.00 686.28
12/27/2021 17.26 --686.34 0.00 686.34
1/18/2022 17.21 --686.39 0.00 686.39
2/8/2022 17.28 --686.32 0.00 686.32
3/2/2022 17.01 --686.59 0.00 686.59
3/23/2022 16.13 --687.47 0.00 687.47
4/13/2022 16.21 --687.39 0.00 687.39
5/3/2022 16.21 --687.39 0.00 687.39
5/24/2022 16.40 --687.20 0.00 687.20
6/23/2022 16.92 --686.68 0.00 686.68
7/14/2022 16.92 --686.68 0.00 686.68
8/4/2022 17.07 --686.53 0.00 686.53
8/25/2022 17.10 --686.50 0.00 686.50
9/15/2022 17.22 --686.38 0.00 686.38
10/6/2022 17.37 --686.23 0.00 686.23
10/28/2022 17.47 --686.13 0.00 686.13
11/17/2022 17.28 --686.32 0.00 686.32
12/7/2022 17.01 --686.59 0.00 686.59
12/28/2022 17.20 --686.40 0.00 686.40
1/18/2023 16.68 --686.92 0.00 686.92
2/23/2023 15.71 --687.89 0.00 687.89
3/16/2023 15.81 --687.79 0.00 687.79
4/5/2023 16.17 --687.43 0.00 687.43
4/27/2023 15.53 --688.07 0.00 688.07
6/7/2023 15.26 --688.34 0.00 688.34
6/20/2023 15.17 --688.43 0.00 688.43
MW-10 2 28 703.60 18-28
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 9 of 23)
Hart & Hickman, PC
Table 2 (Page 10 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
12/20/2019 20.68 20.28 670.25 0.40 670.58
12/31/2019 21.59 19.98 669.34 1.61 670.66
1/8/2020 22.71 20.68 668.22 2.03 669.88
4/24/2020 *23.75 16.77 667.18 6.98 672.90
5/5/2020 *19.94 17.53 670.99 2.41 672.97
6/2/2020 *20.68 16.96 670.25 3.72 673.30
6/18/2020 *19.97 17.40 670.96 2.57 673.07
7/2/2020 *20.08 17.78 670.85 2.30 672.74
7/14/2020 *20.22 18.24 670.71 1.98 672.33
7/28/2020 *20.61 18.40 670.32 2.21 672.13
8/11/2020 *20.89 18.79 670.04 2.10 671.76
8/26/2020 *21.16 19.02 669.77 2.14 671.52
9/10/2020 *21.40 19.32 669.53 2.08 671.24
10/1/2020 *21.74 19.35 669.19 2.39 671.15
10/14/2020 *21.20 19.55 669.73 1.65 671.08
10/27/2020 *21.06 19.55 669.87 1.51 671.11
11/20/2020 *21.53 19.34 669.40 2.19 671.20
12/9/2020 *21.38 19.23 669.55 2.15 671.31
1/6/2021 *21.24 18.92 669.69 2.32 671.59
1/29/2021 *21.24 18.71 669.69 2.53 671.76
2/19/2021 *19.99 17.87 670.94 2.12 672.68
3/22/2021 *20.17 17.08 670.76 3.09 673.29
4/15/2021 *19.91 16.78 671.02 3.13 673.59
5/10/2021 *20.74 17.21 670.19 3.53 673.08
5/26/2021 *20.17 17.77 670.76 2.40 672.73
7/14/2021 *23.50 18.53 667.43 4.97 671.51
8/4/2021 *21.87 18.96 669.06 2.91 671.45
8/24/2021 *21.46 19.18 669.47 2.28 671.34
9/14/2021 *20.80 19.57 670.13 1.23 671.14
10/5/2021 *21.91 19.73 669.02 2.18 670.81
10/28/2021 *22.25 19.98 668.68 2.27 670.54
11/19/2021 *22.01 19.84 668.92 2.17 670.70
12/8/2021 *23.22 20.39 667.71 2.83 670.03
12/27/2021 *22.35 20.74 668.58 1.61 669.90
1/18/2022 *23.15 20.97 667.78 2.18 669.57
2/8/2022 *21.74 20.51 669.19 1.23 670.20
3/2/2022 *21.68 20.39 669.25 1.29 670.31
3/23/2022 *20.81 19.57 670.12 1.24 671.14
4/13/2022 *21.09 19.20 669.84 1.89 671.39
5/3/2022 *20.77 19.08 670.16 1.69 671.55
5/24/2022 *21.30 19.22 669.63 2.08 671.34
6/23/2022 *22.20 19.38 668.73 2.82 671.04
7/14/2022 *22.12 20.24 668.81 1.88 670.35
8/4/2022 *22.40 20.64 668.53 1.76 669.97
8/25/2022 *22.97 20.88 667.96 2.09 669.67
9/15/2022 *22.81 21.22 668.12 1.59 669.42
10/6/2022 *22.90 21.47 668.03 1.43 669.20
10/28/2022 *22.96 21.38 667.97 1.58 669.27
11/17/2022 *23.73 21.70 667.20 2.03 668.86
12/7/2022 *22.65 21.62 668.28 1.03 669.12
12/28/2022 *22.11 21.11 668.82 1.00 669.64
RW-7/MW-11 6 30 690.93 10-30
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 10 of 23)
Hart & Hickman, PC
Table 2 (Page 11 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
11/12/2019 20.58 --668.93 0.00 668.93
11/14/2019 20.59 --668.92 0.00 668.92
11/22/2019 20.47 --669.04 0.00 669.04
4/24/2020 NG NG NG NG NG
5/5/2020 17.37 --672.14 0.00 672.14
6/2/2020 16.96 --672.55 0.00 672.55
6/18/2020 17.34 --672.17 0.00 672.17
7/2/2020 17.91 --671.60 0.00 671.60
7/14/2020 18.45 --671.06 0.00 671.06
7/28/2020 18.85 --670.66 0.00 670.66
8/11/2020 19.34 --670.17 0.00 670.17
8/26/2020 19.48 --670.03 0.00 670.03
9/10/2020 19.85 --669.66 0.00 669.66
10/1/2020 19.88 --669.63 0.00 669.63
10/14/2020 19.83 --669.68 0.00 669.68
10/27/2020 19.76 --669.75 0.00 669.75
11/20/2020 19.52 --669.99 0.00 669.99
12/9/2020 19.40 --670.11 0.00 670.11
1/6/2021 18.96 --670.55 0.00 670.55
1/29/2021 18.68 --670.83 0.00 670.83
2/19/2021 17.65 --671.86 0.00 671.86
3/22/2021 16.86 --672.65 0.00 672.65
4/15/2021 16.67 --672.84 0.00 672.84
5/10/2021 17.44 --672.07 0.00 672.07
5/26/2021 17.92 --671.59 0.00 671.59
7/14/2021 19.34 --670.17 0.00 670.17
8/4/2021 19.63 --669.88 0.00 669.88
8/24/2021 19.74 --669.77 0.00 669.77
9/14/2021 20.06 --669.45 0.00 669.45
10/5/2021 20.49 --669.02 0.00 669.02
10/28/2021 20.83 --668.68 0.00 668.68
11/19/2021 20.66 --668.85 0.00 668.85
12/8/2021 21.20 --668.31 0.00 668.31
12/27/2021 21.32 --668.19 0.00 668.19
1/18/2022 21.21 --668.30 0.00 668.30
2/8/2022 20.83 --668.68 0.00 668.68
3/2/2022 20.70 --668.81 0.00 668.81
3/23/2022 19.61 --669.90 0.00 669.90
4/13/2022 19.27 --670.24 0.00 670.24
5/3/2022 19.15 --670.36 0.00 670.36
5/24/2022 19.52 --669.99 0.00 669.99
6/23/2022 20.23 --669.28 0.00 669.28
7/14/2022 20.88 --668.63 0.00 668.63
8/4/2022 21.42 --668.09 0.00 668.09
8/25/2022 21.72 --667.79 0.00 667.79
9/15/2022 22.02 --667.49 0.00 667.49
10/6/2022 22.25 --667.26 0.00 667.26
10/28/2022 22.42 --667.09 0.00 667.09
11/17/2022 22.50 --667.01 0.00 667.01
12/7/2022 22.12 --667.39 0.00 667.39
12/28/2022 21.34 --668.17 0.00 668.17
1/18/2023 20.77 --668.74 0.00 668.74
2/23/2023 20.36 --669.15 0.00 669.15
3/16/2023 20.85 --668.66 0.00 668.66
4/5/2023 21.12 --668.39 0.00 668.39
4/27/2023 22.17 --667.34 0.00 667.34
6/7/2023 20.71 --668.80 0.00 668.80
6/20/2023 21.36 --668.15 0.00 668.15
MW-12 2 30 689.51 15-30
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 11 of 23)
Hart & Hickman, PC
Table 2 (Page 12 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
11/12/2019 10.25 --644.25 0.00 644.25
11/14/2019 10.38 --644.12 0.00 644.12
11/22/2019 10.27 --644.23 0.00 644.23
4/24/2020 9.90 --644.60 0.00 644.60
5/5/2020 9.89 --644.61 0.00 644.61
6/2/2020 9.83 --644.67 0.00 644.67
6/18/2020 9.45 --645.05 0.00 645.05
7/2/2020 10.07 --644.43 0.00 644.43
7/14/2020 10.32 --644.18 0.00 644.18
7/28/2020 10.36 --644.14 0.00 644.14
8/11/2020 10.60 --643.90 0.00 643.90
8/26/2020 10.25 --644.25 0.00 644.25
9/10/2020 10.53 --643.97 0.00 643.97
10/1/2020 10.31 --644.19 0.00 644.19
10/14/2020 10.21 --644.29 0.00 644.29
10/27/2020 10.25 --644.25 0.00 644.25
11/20/2020 10.19 --644.31 0.00 644.31
12/9/2020 10.14 --644.36 0.00 644.36
1/6/2021 10.02 --644.48 0.00 644.48
1/29/2021 10.83 --643.67 0.00 643.67
2/19/2021 9.24 --645.26 0.00 645.26
3/22/2021 9.48 --645.02 0.00 645.02
4/15/2021 9.59 --644.91 0.00 644.91
5/10/2021 9.78 --644.72 0.00 644.72
5/26/2021 10.13 --644.37 0.00 644.37
7/14/2021 10.34 --644.16 0.00 644.16
8/4/2021 10.49 --644.01 0.00 644.01
8/24/2021 10.47 --644.03 0.00 644.03
9/14/2021 10.68 --643.82 0.00 643.82
10/5/2021 10.89 --643.61 0.00 643.61
10/28/2021 11.03 --643.47 0.00 643.47
11/19/2021 10.71 --643.79 0.00 643.79
12/8/2021 10.59 --643.91 0.00 643.91
12/27/2021 10.59 --643.91 0.00 643.91
1/18/2022 10.51 --643.99 0.00 643.99
2/8/2022 10.43 --644.07 0.00 644.07
3/2/2022 10.39 --644.11 0.00 644.11
3/23/2022 10.20 --644.30 0.00 644.30
4/13/2022 10.19 --644.31 0.00 644.31
5/3/2022 10.37 --644.13 0.00 644.13
5/24/2022 10.32 --644.18 0.00 644.18
6/23/2022 10.79 --643.71 0.00 643.71
7/14/2022 10.66 --643.84 0.00 643.84
8/4/2022 11.11 --643.39 0.00 643.39
8/25/2022 11.21 --643.29 0.00 643.29
9/15/2022 11.04 --643.46 0.00 643.46
10/6/2022 11.10 --643.40 0.00 643.40
10/28/2022 11.08 --643.42 0.00 643.42
11/17/2022 10.88 --643.62 0.00 643.62
12/7/2022 10.75 --643.75 0.00 643.75
12/28/2022 10.64 10.63 643.86 0.01 643.87
1/18/2023 10.54 --643.96 0.00 643.96
2/23/2023 10.64 --643.86 0.00 643.86
3/16/2023 10.93 --643.57 0.00 643.57
4/5/2023 11.00 --643.50 0.00 643.50
4/27/2023 10.55 --643.95 0.00 643.95
5/16/2023 11.08 --643.42 0.00 643.42
6/7/2023 10.60 --643.90 0.00 643.90
6/20/2023 11.11 --643.39 0.00 643.39
MW-13 2 18 654.50 3-18
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 12 of 23)
Hart & Hickman, PC
Table 2 (Page 13 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
11/12/2019 11.13 --652.79 0.00 652.79
11/14/2019 11.27 --652.65 0.00 652.65
11/22/2019 10.99 --652.93 0.00 652.93
4/24/2020 NG NG NG NG NG
5/5/2020 8.92 --655.00 0.00 655.00
6/2/2020 8.47 --655.45 0.00 655.45
6/18/2020 9.32 --654.60 0.00 654.60
7/2/2020 9.77 --654.15 0.00 654.15
7/14/2020 10.26 --653.66 0.00 653.66
7/28/2020 10.52 --653.40 0.00 653.40
8/11/2020 10.94 --652.98 0.00 652.98
8/26/2020 10.88 --653.04 0.00 653.04
9/10/2020 11.16 --652.76 0.00 652.76
10/1/2020 11.05 --652.87 0.00 652.87
10/14/2020 10.81 --653.11 0.00 653.11
10/27/2020 10.93 --652.99 0.00 652.99
11/20/2020 10.52 --653.40 0.00 653.40
12/9/2020 10.39 --653.53 0.00 653.53
1/6/2021 9.80 --654.12 0.00 654.12
1/29/2021 9.66 --654.26 0.00 654.26
2/19/2021 8.36 --655.56 0.00 655.56
3/22/2021 8.68 --655.24 0.00 655.24
4/15/2021 8.87 --655.05 0.00 655.05
5/10/2021 9.59 --654.33 0.00 654.33
5/26/2021 10.04 --653.88 0.00 653.88
7/14/2021 11.00 --652.92 0.00 652.92
8/4/2021 11.12 --652.80 0.00 652.80
8/24/2021 10.99 --652.93 0.00 652.93
9/14/2021 11.31 --652.61 0.00 652.61
10/5/2021 11.71 --652.21 0.00 652.21
10/28/2021 12.12 --651.80 0.00 651.80
11/19/2021 12.01 --651.91 0.00 651.91
12/8/2021 12.31 --651.61 0.00 651.61
12/27/2021 12.11 --651.81 0.00 651.81
1/18/2022 11.68 --652.24 0.00 652.24
2/8/2022 11.15 --652.77 0.00 652.77
3/2/2022 10.93 --652.99 0.00 652.99
3/23/2022 9.97 --653.95 0.00 653.95
4/13/2022 10.04 --653.88 0.00 653.88
5/3/2022 10.36 --653.56 0.00 653.56
5/24/2022 10.86 --653.06 0.00 653.06
6/23/2022 11.45 --652.47 0.00 652.47
7/14/2022 11.87 --652.05 0.00 652.05
8/4/2022 12.22 --651.70 0.00 651.70
8/25/2022 12.42 --651.50 0.00 651.50
9/15/2022 12.59 --651.33 0.00 651.33
10/6/2022 12.79 --651.13 0.00 651.13
10/28/2022 12.91 --651.01 0.00 651.01
11/17/2022 12.73 --651.19 0.00 651.19
12/7/2022 12.12 --651.80 0.00 651.80
12/28/2022 11.37 --652.55 0.00 652.55
1/18/2023 10.80 --653.12 0.00 653.12
2/23/2023 11.05 --652.87 0.00 652.87
3/16/2023 12.09 --651.83 0.00 651.83
4/5/2023 12.44 --651.48 0.00 651.48
4/27/2023 11.53 --652.39 0.00 652.39
5/16/2023 12.56 --651.36 0.00 651.36
6/7/2023 11.77 --652.15 0.00 652.15
6/20/2023 12.51 --651.41 0.00 651.41
MW-14 2 20 663.92 5-20
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 13 of 23)
Hart & Hickman, PC
Table 2 (Page 14 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
11/12/2019 21.79 --672.89 0.00 672.89
11/14/2019 21.78 --672.90 0.00 672.90
11/22/2019 21.72 --672.96 0.00 672.96
4/24/2020 NG NG NG NG NG
5/5/2020 19.59 --675.09 0.00 675.09
6/2/2020 18.64 --676.04 0.00 676.04
6/18/2020 18.76 --675.92 0.00 675.92
7/2/2020 19.03 --675.65 0.00 675.65
7/14/2020 19.24 --675.44 0.00 675.44
7/28/2020 19.53 --675.15 0.00 675.15
8/11/2020 19.83 --674.85 0.00 674.85
8/26/2020 20.08 --674.60 0.00 674.60
9/10/2020 20.29 --674.39 0.00 674.39
10/1/2020 20.46 --674.22 0.00 674.22
10/14/2020 20.44 --674.24 0.00 674.24
10/27/2020 20.49 --674.19 0.00 674.19
11/20/2020 20.44 --674.24 0.00 674.24
12/9/2020 20.34 --674.34 0.00 674.34
1/6/2021 20.04 --674.64 0.00 674.64
1/29/2021 19.84 --674.84 0.00 674.84
2/19/2021 19.06 --675.62 0.00 675.62
3/22/2021 18.20 --676.48 0.00 676.48
4/15/2021 17.90 --676.78 0.00 676.78
5/10/2021 18.35 --676.33 0.00 676.33
5/26/2021 18.70 --675.98 0.00 675.98
7/14/2021 19.72 --674.96 0.00 674.96
8/4/2021 20.00 --674.68 0.00 674.68
8/24/2021 20.13 --674.55 0.00 674.55
9/14/2021 20.31 --674.37 0.00 674.37
10/5/2021 20.68 --674.00 0.00 674.00
10/28/2021 20.96 --673.72 0.00 673.72
11/19/2021 20.79 --673.89 0.00 673.89
12/8/2021 21.49 --673.19 0.00 673.19
12/27/2021 21.65 --673.03 0.00 673.03
1/18/2022 21.80 --672.88 0.00 672.88
2/8/2022 21.67 --673.01 0.00 673.01
3/2/2022 21.46 --673.22 0.00 673.22
3/23/2022 20.73 --673.95 0.00 673.95
4/13/2022 20.29 --674.39 0.00 674.39
5/3/2022 20.06 --674.62 0.00 674.62
5/24/2022 20.15 --674.53 0.00 674.53
6/23/2022 20.41 --674.27 0.00 674.27
7/14/2022 21.06 --673.62 0.00 673.62
8/4/2022 21.50 --673.18 0.00 673.18
8/25/2022 21.72 --672.96 0.00 672.96
9/15/2022 22.14 --672.54 0.00 672.54
10/6/2022 23.75 --670.93 0.00 670.93
10/28/2022 23.14 --671.54 0.00 671.54
11/17/2022 25.02 --669.66 0.00 669.66
12/7/2022 24.73 --669.95 0.00 669.95
12/28/2022 23.67 --671.01 0.00 671.01
1/18/2023 21.87 --672.81 0.00 672.81
2/23/2023 20.86 --673.82 0.00 673.82
3/16/2023 20.95 --673.73 0.00 673.73
4/5/2023 21.03 --673.65 0.00 673.65
4/27/2023 20.83 --673.85 0.00 673.85
5/16/2023 24.02 --670.66 0.00 670.66
6/7/2023 23.33 --671.35 0.00 671.35
6/20/2023 23.63 --671.05 0.00 671.05
MW-15 2 30 694.68 15-30
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 14 of 23)
Hart & Hickman, PC
Table 2 (Page 15 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
5/5/2021 22.72 --668.14 0.00 668.14
5/10/2021 23.22 --667.64 0.00 667.64
5/26/2021 *22.33 22.32 668.53 0.01 668.54
6/23/2021 23.98 22.89 666.88 1.09 667.77
7/14/2021 *24.13 23.16 666.73 0.97 667.53
8/4/2021 *24.03 23.23 666.83 0.80 667.49
8/25/2021 *23.92 23.29 666.94 0.63 667.46
9/14/2021 *23.90 23.46 666.96 0.44 667.32
10/5/2021 *24.20 23.71 666.66 0.49 667.06
10/28/2021 *24.29 23.88 666.57 0.41 666.91
11/19/2021 *24.07 23.60 666.79 0.47 667.18
12/8/2021 *24.57 24.24 666.29 0.33 666.56
12/27/2021 *24.65 24.36 666.21 0.29 666.45
1/18/2022 *24.55 24.41 666.31 0.14 666.42
2/8/2022 *24.10 24.07 666.76 0.03 666.78
3/2/2022 *24.02 23.99 666.84 0.03 666.86
3/23/2022 *24.31 24.30 666.55 0.01 666.56
4/13/2022 *23.33 23.30 667.53 0.03 667.55
5/3/2022 23.18 --667.68 0.00 667.68
5/24/2022 23.37 --667.49 0.00 667.49
6/23/2022 *22.53 22.52 668.33 0.01 668.34
7/14/2022 *24.31 24.00 666.55 0.31 666.80
8/4/2022 *24.69 24.27 666.17 0.42 666.51
8/25/2022 *24.74 24.31 666.12 0.43 666.47
9/15/2022 *25.16 24.65 665.70 0.51 666.12
10/6/2022 *25.25 24.78 665.61 0.47 666.00
10/28/2022 *25.44 25.12 665.42 0.32 665.68
11/17/2022 *25.33 25.00 665.53 0.33 665.80
12/7/2022 24.83 --666.03 0.00 666.03
12/28/2022 *24.53 24.46 666.33 0.07 666.39
1/18/2023 24.04 --666.82 0.00 666.82
2/23/2023 27.51 --663.35 0.00 663.35
3/16/2023 26.08 --664.78 0.00 664.78
4/5/2023 25.46 --665.40 0.00 665.40
4/27/2023 28.14 --662.72 0.00 662.72
5/16/2023 26.30 --664.56 0.00 664.56
6/7/2023 25.78 --665.08 0.00 665.08
6/20/2023 24.57 --666.29 0.00 666.29
5/5/2021 16.73 --664.92 0.00 664.92
5/10/2021 16.50 --665.15 0.00 665.15
5/26/2021 16.76 --664.89 0.00 664.89
6/14/2021 17.02 --664.63 0.00 664.63
6/23/2021 17.37 17.35 664.28 0.02 664.30
7/14/2021 17.58 17.55 664.07 0.03 664.09
8/4/2021 17.75 --663.90 0.00 663.90
8/24/2021 17.68 --663.97 0.00 663.97
9/14/2021 *17.83 17.80 663.82 0.03 663.84
10/5/2021 *18.15 18.12 663.50 0.03 663.52
10/28/2021 18.33 --663.32 0.00 663.32
11/19/2021 18.27 --663.38 0.00 663.38
12/8/2021 *18.72 18.61 662.93 0.11 663.02
12/27/2021 *18.73 18.70 662.92 0.03 662.94
1/18/2022 18.65 --663.00 0.00 663.00
2/8/2022 18.30 --663.35 0.00 663.35
3/2/2022 18.20 --663.45 0.00 663.45
3/23/2022 17.50 --664.15 0.00 664.15
4/13/2022 17.49 --664.16 0.00 664.16
5/3/2022 17.41 --664.24 0.00 664.24
5/24/2022 17.62 --664.03 0.00 664.03
6/23/2022 17.85 --663.80 0.00 663.80
7/14/2022 18.34 --663.31 0.00 663.31
8/4/2022 24.49 --662.36 0.00 662.36
8/25/2022 *24.66 24.61 662.19 0.05 662.23
9/15/2022 *24.95 24.86 661.90 0.09 661.97
10/6/2022 24.99 --661.86 0.00 661.86
10/28/2022 24.95 --661.90 0.00 661.90
11/17/2022 25.21 --661.64 0.00 661.64
12/7/2022 21.06 --662.73 0.00 662.73
12/28/2022 20.75 --663.04 0.00 663.04
1/18/2023 20.24 --663.55 0.00 663.55
2/23/2023 *22.52 22.42 661.27 0.10 661.35
3/16/2023 22.93 --660.86 0.00 660.86
4/5/2023 22.81 --660.98 0.00 660.98
4/27/2023 22.54 --661.25 0.00 661.25
5/16/2023 22.40 --661.39 0.00 661.39
6/7/2023 21.91 --661.88 0.00 661.88
6/20/2023 20.77 --663.02 0.00 663.02
681.6527 7-27
32.20 686.85 12.2-32.2
MW-16 2 28 690.86 8-28
MW-17 2
28.34 683.79 8.3-28.3
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 15 of 23)
Hart & Hickman, PC
Table 2 (Page 16 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
8/24/2021 18.85 --674.25 0.00 674.25
9/14/2021 19.02 --674.08 0.00 674.08
10/5/2021 *19.34 19.33 673.76 0.01 673.77
10/28/2021 *20.64 20.45 672.46 0.19 672.62
11/19/2021 *20.40 20.32 672.70 0.08 672.77
12/8/2021 *20.07 19.88 673.03 0.19 673.19
12/27/2021 *20.22 20.15 672.88 0.07 672.94
1/18/2022 *20.36 20.24 672.74 0.12 672.84
2/8/2022 *20.20 20.16 672.90 0.04 672.93
3/2/2022 *20.13 20.06 672.97 0.07 673.03
3/23/2022 *19.37 --673.73 0.00 673.73
4/13/2022 *18.29 --674.81 0.00 674.81
5/3/2022 *18.78 18.70 674.32 0.08 674.39
5/24/2022 *19.19 18.92 673.91 0.27 674.13
6/23/2022 *19.55 19.18 673.55 0.37 673.85
7/14/2022 *20.17 19.75 672.93 0.42 673.27
8/4/2022 *20.61 20.21 672.49 0.40 672.82
8/25/2022 *20.88 20.36 672.22 0.52 672.65
9/15/2022 *21.20 20.59 671.90 0.61 672.40
10/6/2022 *21.10 20.69 672.00 0.41 672.34
10/28/2022 *21.19 20.68 671.91 0.51 672.33
11/17/2022 *21.41 20.89 671.69 0.52 672.12
12/7/2022 20.69 --672.41 0.00 672.41
12/9/2022 *20.87 20.65 672.23 0.22 672.41
12/28/2022 *20.55 20.45 672.55 0.10 672.63
1/18/2023 20.11 --672.99 0.00 672.99
2/23/2023 *20.20 20.10 672.90 0.10 672.98
3/16/2023 *22.22 22.02 670.88 0.20 671.04
4/5/2023 *19.98 19.95 673.12 0.03 673.14
4/27/2023 *21.03 20.97 672.07 0.06 672.12
5/16/2023 20.80 --672.30 0.00 672.30
6/7/2023 20.26 --672.84 0.00 672.84
6/20/2023 *20.67 20.61 672.43 0.06 672.48
8/24/2021 18.52 --665.66 0.00 665.66
9/14/2021 18.69 --665.49 0.00 665.49
10/5/2021 19.05 --665.13 0.00 665.13
10/28/2021 19.35 --664.83 0.00 664.83
11/19/2021 19.24 --664.94 0.00 664.94
12/8/2021 19.77 --664.41 0.00 664.41
12/27/2021 19.89 --664.29 0.00 664.29
1/18/2022 19.64 --664.54 0.00 664.54
2/8/2022 19.26 --664.92 0.00 664.92
3/2/2022 19.13 --665.05 0.00 665.05
3/23/2022 18.17 --666.01 0.00 666.01
4/13/2022 17.98 --666.20 0.00 666.20
5/3/2022 17.94 --666.24 0.00 666.24
5/24/2022 18.15 --666.03 0.00 666.03
6/23/2022 18.51 --665.67 0.00 665.67
7/14/2022 19.11 --665.07 0.00 665.07
8/4/2022 19.50 --664.68 0.00 664.68
8/25/2022 19.79 --664.39 0.00 664.39
9/15/2022 20.07 --664.11 0.00 664.11
10/6/2022 20.31 --663.87 0.00 663.87
10/28/2022 20.58 --663.60 0.00 663.60
11/17/2022 20.59 --663.59 0.00 663.59
12/7/2022 20.15 --664.03 0.00 664.03
12/28/2022 19.59 --664.59 0.00 664.59
1/18/2023 19.03 --665.15 0.00 665.15
2/23/2023 23.03 --661.15 0.00 661.15
3/16/2023 23.92 --660.26 0.00 660.26
4/5/2023 23.77 --660.41 0.00 660.41
4/27/2023 23.82 --660.36 0.00 660.36
5/16/2023 21.72 --662.46 0.00 662.46
6/7/2023 21.61 --662.57 0.00 662.57
6/20/2023 19.66 --664.52 0.00 664.52
MW-18 2 28 693.10 8-28
MW-19 2 25 684.18 10-25
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 16 of 23)
Hart & Hickman, PC
Table 2 (Page 17 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
8/24/2021 20.27 --652.67 0.00 652.67
9/14/2021 20.29 --652.65 0.00 652.65
10/5/2021 20.54 --652.40 0.00 652.40
10/28/2021 20.61 --652.33 0.00 652.33
11/19/2021 20.47 --652.47 0.00 652.47
12/8/2021 20.72 --652.22 0.00 652.22
12/27/2021 20.70 --652.24 0.00 652.24
1/18/2022 20.68 --652.26 0.00 652.26
2/8/2022 20.31 --652.63 0.00 652.63
3/2/2022 20.33 --652.61 0.00 652.61
3/23/2022 19.90 --653.04 0.00 653.04
4/13/2022 19.92 --653.02 0.00 653.02
5/3/2022 20.02 --652.92 0.00 652.92
5/24/2022 20.15 --652.79 0.00 652.79
6/23/2022 20.24 --652.70 0.00 652.70
7/14/2022 20.57 --652.37 0.00 652.37
8/4/2022 20.72 --652.22 0.00 652.22
8/25/2022 20.78 --652.16 0.00 652.16
9/15/2022 20.88 --652.06 0.00 652.06
10/6/2022 20.99 --651.95 0.00 651.95
10/28/2022 21.01 --651.93 0.00 651.93
11/17/2022 20.96 --651.98 0.00 651.98
12/7/2022 20.72 --652.22 0.00 652.22
12/28/2022 20.52 --652.42 0.00 652.42
1/18/2023 20.61 --652.33 0.00 652.33
2/23/2023 20.83 --652.11 0.00 652.11
3/16/2023 21.32 --651.62 0.00 651.62
4/5/2023 21.42 --651.52 0.00 651.52
4/27/2023 20.79 --652.15 0.00 652.15
5/16/2023 21.26 --651.68 0.00 651.68
6/7/2023 19.77 --653.17 0.00 653.17
6/20/2023 21.92 --651.02 0.00 651.02
8/24/2021 3.68 --647.08 0.00 647.08
9/14/2021 3.36 --647.40 0.00 647.40
10/5/2021 3.49 --647.27 0.00 647.27
10/28/2021 3.60 --647.16 0.00 647.16
11/19/2021 3.21 --647.55 0.00 647.55
12/8/2021 3.16 --647.60 0.00 647.60
12/27/2021 3.47 --647.29 0.00 647.29
1/18/2022 3.29 --647.47 0.00 647.47
2/8/2022 3.23 --647.53 0.00 647.53
3/2/2022 3.19 --647.57 0.00 647.57
3/23/2022 2.01 --648.75 0.00 648.75
4/13/2022 2.15 --648.61 0.00 648.61
5/3/2022 3.06 --647.70 0.00 647.70
5/24/2022 3.17 --647.59 0.00 647.59
6/23/2022 3.48 --647.28 0.00 647.28
7/14/2022 3.47 --647.29 0.00 647.29
8/4/2022 3.65 --647.11 0.00 647.11
8/25/2022 3.63 --647.13 0.00 647.13
9/15/2022 3.61 --647.15 0.00 647.15
10/6/2022 3.68 --647.08 0.00 647.08
10/28/2022 3.54 --647.22 0.00 647.22
11/17/2022 3.41 --647.35 0.00 647.35
12/7/2022 3.40 --647.36 0.00 647.36
12/28/2022 2.77 --647.99 0.00 647.99
1/18/2023 2.82 --647.94 0.00 647.94
2/23/2023 3.02 --647.74 0.00 647.74
3/16/2023 3.70 --647.06 0.00 647.06
4/5/2023 3.93 --646.83 0.00 646.83
4/27/2023 2.98 --647.78 0.00 647.78
5/16/2023 2.74 --648.02 0.00 648.02
6/7/2023 3.20 --647.56 0.00 647.56
6/20/2023 3.64 --647.12 0.00 647.12
MW-20 2 29 672.94 14-29
MW-21 2 18 650.76 3-18
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 17 of 23)
Hart & Hickman, PC
Table 2 (Page 18 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
8/24/2021 17.40 --689.01 0.00 689.01
9/14/2021 17.96 --688.45 0.00 688.45
10/5/2021 17.97 --688.44 0.00 688.44
10/28/2021 18.00 --688.41 0.00 688.41
11/19/2021 17.88 --688.53 0.00 688.53
12/8/2021 18.40 --688.01 0.00 688.01
12/27/2021 18.53 --687.88 0.00 687.88
1/18/2022 18.70 --687.71 0.00 687.71
2/8/2022 19.11 --687.30 0.00 687.30
3/2/2022 19.19 --687.22 0.00 687.22
3/23/2022 18.75 --687.66 0.00 687.66
4/13/2022 18.15 --688.26 0.00 688.26
5/3/2022 18.08 --688.33 0.00 688.33
5/24/2022 18.12 --688.29 0.00 688.29
6/23/2022 18.09 --688.32 0.00 688.32
7/14/2022 18.35 --688.06 0.00 688.06
8/4/2022 18.42 --687.99 0.00 687.99
8/25/2022 18.51 --687.90 0.00 687.90
9/15/2022 18.54 --687.87 0.00 687.87
10/6/2022 18.10 --688.31 0.00 688.31
10/28/2022 18.68 --687.73 0.00 687.73
11/17/2022 18.23 --688.18 0.00 688.18
12/7/2022 18.89 --687.52 0.00 687.52
12/28/2022 17.22 --689.19 0.00 689.19
1/18/2023 18.76 --687.65 0.00 687.65
2/23/2023 17.65 --688.76 0.00 688.76
3/16/2023 17.52 --688.89 0.00 688.89
4/5/2023 17.50 --688.91 0.00 688.91
4/27/2023 17.35 --689.06 0.00 689.06
5/16/2023 18.37 --688.04 0.00 688.04
6/7/2023 16.81 --689.60 0.00 689.60
6/20/2023 17.89 --688.52 0.00 688.52
5/5/2021 16.41 --665.04 0.00 665.04
5/10/2021 16.39 --665.06 0.00 665.06
5/25/2021 16.79 --664.66 0.00 664.66
5/26/2021 16.74 --664.71 0.00 664.71
5/27/2021 16.78 16.77 664.67 0.01 664.68
6/14/2021 17.00 --664.45 0.00 664.45
6/23/2021 17.41 17.35 664.04 0.06 664.09
7/14/2021 17.98 17.53 663.47 0.45 663.84
8/4/2021 *18.30 17.61 663.15 0.69 663.72
8/24/2021 *18.28 17.65 663.17 0.63 663.69
9/14/2021 *18.47 17.86 662.98 0.61 663.48
10/5/2021 *18.55 18.26 662.90 0.29 663.14
10/28/2021 *18.71 18.58 662.74 0.13 662.85
11/19/2021 *18.60 18.38 662.85 0.22 663.03
12/8/2021 *18.96 18.85 662.49 0.11 662.58
12/27/2021 *19.02 18.90 662.43 0.12 662.53
1/18/2022 *18.93 18.79 662.52 0.14 662.63
2/8/2022 *18.47 18.43 662.98 0.04 663.01
3/2/2022 *18.34 18.29 663.11 0.05 663.15
3/23/2022 *17.56 17.52 663.89 0.04 663.92
4/13/2022 *17.51 17.33 663.94 0.18 664.09
5/3/2022 *17.50 17.30 663.95 0.20 664.11
5/24/2022 *17.83 17.58 663.62 0.25 663.83
6/23/2022 *18.20 17.95 663.25 0.25 663.46
7/14/2022 *18.74 18.45 662.71 0.29 662.95
8/4/2022 *19.07 18.87 662.38 0.20 662.54
8/25/2022 *19.27 19.03 662.18 0.24 662.38
9/15/2022 *19.51 19.28 661.94 0.23 662.13
10/6/2022 *19.60 19.42 661.85 0.18 662.00
10/28/2022 *19.82 19.65 661.63 0.17 661.77
11/17/2022 *20.86 20.64 661.84 0.22 662.02
12/7/2022 20.32 --662.38 0.00 662.38
12/9/2022 *20.42 20.24 662.28 0.18 662.43
12/28/2022 *20.01 19.89 662.69 0.12 662.79
4/5/2023 23.74 --658.96 0.00 658.96
4/27/2023 20.09 --662.61 0.00 662.61
5/16/2023 23.56 --659.14 0.00 659.14
6/7/2023 23.18 --659.52 0.00 659.52
6/20/2023 19.54 --663.16 0.00 663.16
MW-22 2 27 706.41 7-27
27.4 681.45 7.4-27.4
RW-1 6
28.45 682.70 8.45-28.45
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 18 of 23)
Hart & Hickman, PC
Table 2 (Page 19 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
5/5/2021 19.93 --665.86 0.00 665.86
5/10/2021 19.43 --666.36 0.00 666.36
5/25/2021 19.33 --666.46 0.00 666.46
5/26/2021 19.25 --666.54 0.00 666.54
5/27/2021 19.31 --666.48 0.00 666.48
6/14/2021 19.55 --666.24 0.00 666.24
6/23/2021 19.92 --665.87 0.00 665.87
7/14/2021 20.14 --665.65 0.00 665.65
8/4/2021 20.23 --665.56 0.00 665.56
8/24/2021 20.27 --665.52 0.00 665.52
9/14/2021 20.45 --665.34 0.00 665.34
10/5/2021 20.73 --665.06 0.00 665.06
10/28/2021 20.95 --664.84 0.00 664.84
11/19/2021 20.82 --664.97 0.00 664.97
12/8/2021 21.31 --664.48 0.00 664.48
12/27/2021 21.39 --664.40 0.00 664.40
1/18/2022 21.35 --664.44 0.00 664.44
2/8/2022 20.76 --665.03 0.00 665.03
3/2/2022 20.24 --665.55 0.00 665.55
3/23/2022 19.04 --666.75 0.00 666.75
4/13/2022 19.30 --666.49 0.00 666.49
5/3/2022 19.40 --666.39 0.00 666.39
5/24/2022 19.80 --665.99 0.00 665.99
6/23/2022 20.13 --665.66 0.00 665.66
7/14/2022 20.69 --665.10 0.00 665.10
8/4/2022 21.08 --664.71 0.00 664.71
8/25/2022 21.22 --664.57 0.00 664.57
9/15/2022 21.44 --664.35 0.00 664.35
10/6/2022 21.35 --664.44 0.00 664.44
10/28/2022 21.31 --664.48 0.00 664.48
11/17/2022 21.56 --664.23 0.00 664.23
12/7/2022 20.88 --664.91 0.00 664.91
12/28/2022 *20.11 20.09 665.68 0.02 665.70
2/23/2023 21.35 --664.44 0.00 664.44
3/16/2023 22.27 --663.52 0.00 663.52
4/5/2023 22.32 --663.47 0.00 663.47
4/27/2023 22.01 --663.78 0.00 663.78
5/16/2023 21.39 --664.40 0.00 664.40
6/7/2023 21.09 --664.70 0.00 664.70
6/20/2023 18.86 --666.93 0.00 666.93
5/5/2021 5.12 --647.74 0.00 647.74
5/10/2021 5.21 --647.65 0.00 647.65
5/25/2021 5.44 --647.42 0.00 647.42
5/26/2021 5.48 5.47 647.38 0.01 647.39
5/27/2021 5.51 5.49 647.35 0.02 647.37
6/16/2021 5.64 --647.22 0.00 647.22
6/23/2021 5.81 5.64 647.05 0.17 647.19
7/14/2021 6.43 5.79 646.43 0.64 646.95
8/4/2021 *6.75 5.93 646.11 0.82 646.78
8/24/2021 *6.70 5.89 646.16 0.81 646.82
9/14/2021 *6.94 6.00 645.92 0.94 646.69
10/5/2021 *7.52 6.31 645.34 1.21 646.33
10/28/2021 *7.75 6.56 645.11 1.19 646.09
11/19/2021 *7.42 6.65 645.44 0.77 646.07
12/8/2021 *7.46 6.63 645.40 0.83 646.08
12/27/2021 *7.28 6.54 645.58 0.74 646.19
1/18/2022 *6.34 6.11 646.52 0.23 646.71
2/8/2022 *6.26 5.92 646.60 0.34 646.88
3/2/2022 *6.11 5.65 646.75 0.46 647.13
3/23/2022 *5.65 4.92 647.21 0.73 647.81
4/13/2022 *5.85 4.90 647.01 0.95 647.79
5/3/2022 *5.99 5.14 646.87 0.85 647.57
5/24/2022 *5.96 5.43 646.90 0.53 647.33
6/23/2022 *6.48 5.94 646.38 0.54 646.82
7/14/2022 *6.78 6.21 646.08 0.57 646.55
8/4/2022 *7.53 6.51 645.33 1.02 646.17
8/25/2022 *7.78 6.65 645.08 1.13 646.01
9/15/2022 *7.76 6.75 645.10 1.01 645.93
10/6/2022 *7.71 6.83 645.15 0.88 645.87
10/28/2022 *7.80 6.71 645.06 1.09 645.95
11/17/2022 *7.43 6.75 645.43 0.68 645.99
12/7/2022 *6.67 6.27 646.19 0.40 646.52
12/28/2022 *6.14 5.74 646.72 0.40 647.05
4/5/2023 8.89 --643.97 0.00 643.97
4/27/2023 5.98 --646.88 0.00 646.88
5/16/2023 8.97 --643.89 0.00 643.89
6/20/2023 5.94 --646.92 0.00 646.92
RW-3 6 24 652.86 4-24
RW-2 6 27 685.79 7-27
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 19 of 23)
Hart & Hickman, PC
Table 2 (Page 20 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
6/23/2022 24.38 --667.05 0.00 667.05
7/14/2022 24.69 --666.74 0.00 666.74
8/4/2022 NG NG NG NG NG
8/25/2022 25.16 --666.27 0.00 666.27
9/15/2022 24.42 --667.01 0.00 667.01
10/6/2022 25.50 --665.04 0.00 665.04
10/28/2022 25.18 --665.36 0.00 665.36
11/17/2022 25.76 --664.78 0.00 664.78
12/7/2022 25.65 --664.89 0.00 664.89
12/28/2022 *25.08 25.10 665.46 0.02 665.48
4/5/2023 27.21 --663.33 0.00 663.33
4/27/2023 28.17 --662.37 0.00 662.37
5/16/2023 27.32 --663.22 0.00 663.22
6/7/2023 27.16 --663.38 0.00 663.38
6/20/2023 25.45 --665.09 0.00 665.09
6/23/2022 22.54 --667.13 0.00 667.13
7/14/2022 23.04 --666.63 0.00 666.63
8/4/2022 23.35 --666.32 0.00 666.32
8/25/2022 23.46 --666.21 0.00 666.21
9/15/2022 23.76 --665.91 0.00 665.91
10/6/2022 23.89 --665.94 0.00 665.94
10/28/2022 23.88 --665.95 0.00 665.95
11/17/2022 24.11 --665.72 0.00 665.72
12/7/2022 23.89 --666.32 0.00 666.32
12/28/2022 *25.12 25.11 666.32 0.01 666.33
6/23/2022 20.76 --671.51 0.00 671.51
7/14/2022 21.26 --671.01 0.00 671.01
8/4/2022 21.56 --670.71 0.00 670.71
8/25/2022 21.68 --670.59 0.00 670.59
9/15/2022 21.95 --670.32 0.00 670.32
10/6/2022 22.08 --669.89 0.00 669.89
10/28/2022 22.14 --669.83 0.00 669.83
11/17/2022 22.38 --669.59 0.00 669.59
12/7/2022 22.20 --669.77 0.00 669.77
12/28/2022 *21.71 21.69 670.26 0.02 670.28
5/16/2023 22.10 --669.87 0.00 669.87
6/7/2023 23.66 --668.31 0.00 668.31
6/20/2023 21.68 --670.29 0.00 670.29
6/23/2022 20.23 --668.37 0.00 668.37
7/14/2022 20.88 --667.72 0.00 667.72
8/4/2022 21.31 --667.29 0.00 667.29
8/25/2022 21.59 --667.01 0.00 667.01
9/15/2022 21.90 --666.70 0.00 666.70
10/6/2022 22.14 --665.76 0.00 665.76
10/28/2022 22.56 --665.34 0.00 665.34
11/17/2022 22.09 --665.81 0.00 665.81
12/7/2022 19.10 --668.80 0.00 668.80
12/28/2022 *20.59 20.55 667.31 0.04 667.34
4/5/2023 22.31 --665.59 0.00 665.59
4/27/2023 22.56 --665.34 0.00 665.34
5/16/2023 22.72 --665.18 0.00 665.18
6/7/2023 22.09 --665.81 0.00 665.81
6/20/2023 20.92 --666.98 0.00 666.98
6/23/2022 19.46 --665.83 0.00 665.83
7/14/2022 20.01 --665.28 0.00 665.28
8/4/2022 20.17 --665.12 0.00 665.12
8/25/2022 20.53 --664.76 0.00 664.76
9/15/2022 20.85 --664.44 0.00 664.44
10/6/2022 21.05 --663.54 0.00 663.54
10/28/2022 21.11 --663.48 0.00 663.48
11/17/2022 21.26 --663.33 0.00 663.33
12/7/2022 20.98 --664.31 0.00 664.31
12/28/2022 *20.52 20.50 664.77 0.02 664.79
4/5/2023 23.21 --662.08 0.00 662.08
4/27/2023 23.47 --661.82 0.00 661.82
5/16/2023 23.22 --662.07 0.00 662.07
6/7/2023 22.91 --662.38 0.00 662.38
6/20/2023 20.64 --664.65 0.00 664.65
RW-4 4
32.11 690.54 16.11-31.11
33.00 691.43 17-32
RW-5 4
31.27 689.83 15.27-30.27
RW-6 4
29.7 691.97 14.7-27.7
32.00 690.40 16-31
30 692.27 15-30
29 685.29 13-28
RW-8 4
28.3 687.90 13.3-28.3
RW-9 4
28.3
29 688.60 13-28
684.59 12.3-27.3
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 20 of 23)
Hart & Hickman, PC
Table 2 (Page 21 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
6/23/2022 15.39 --660.47 0.00 660.47
7/14/2022 *15.88 15.75 659.98 0.13 660.09
8/4/2022 *16.36 15.92 659.50 0.44 659.86
8/25/2022 *16.66 16.04 659.20 0.62 659.71
9/15/2022 *16.91 16.27 658.95 0.64 659.47
10/6/2022 *17.16 16.27 658.70 0.89 659.43
10/28/2022 *17.52 17.18 658.34 0.34 658.62
11/17/2022 *17.61 16.47 658.25 1.14 659.18
12/7/2022 *10.63 10.38 665.23 0.25 665.44
12/9/2022 *16.73 16.26 659.13 0.47 659.52
12/28/2022 *16.29 15.99 659.57 0.30 659.82
4/5/2023 19.11 --656.75 0.00 656.75
4/27/2023 19.91 --655.95 0.00 655.95
5/16/2023 19.70 --656.16 0.00 656.16
6/7/2023 19.29 --656.57 0.00 656.57
6/20/2023 18.38 --657.48 0.00 657.48
6/23/2022 *14.78 14.56 657.49 0.22 657.67
7/14/2022 *16.82 14.62 655.45 2.20 657.25
8/4/2022 *17.67 14.80 654.60 2.87 656.95
8/25/2022 *18.29 14.90 653.98 3.39 656.76
9/15/2022 *17.33 15.41 654.94 1.92 656.51
10/6/2022 *19.75 15.30 652.52 4.45 656.17
10/28/2022 *20.11 15.62 652.16 4.49 655.84
11/17/2022 *18.97 15.47 653.30 3.50 656.17
12/7/2022 *18.17 15.35 654.10 2.82 656.41
12/28/2022 *17.45 14.44 654.82 3.01 657.29
6/7/2023 15.63 --656.64 0.00 656.64
6/23/2022 14.66 --652.83 0.00 652.83
7/14/2022 14.99 --652.50 0.00 652.50
8/4/2022 15.29 --652.20 0.00 652.20
8/25/2022 15.43 --652.06 0.00 652.06
9/15/2022 15.54 --651.95 0.00 651.95
10/6/2022 15.73 --651.76 0.00 651.76
10/28/2022 15.87 --651.62 0.00 651.62
11/17/2022 15.70 --651.79 0.00 651.79
12/7/2022 15.27 --652.22 0.00 652.22
12/28/2022 15.00 --652.49 0.00 652.49
4/5/2023 17.11 --650.38 0.00 650.38
4/27/2023 15.01 --652.48 0.00 652.48
5/16/2023 14.49 --653.00 0.00 653.00
6/7/2023 16.01 --651.48 0.00 651.48
6/20/2023 14.37 --653.12 0.00 653.12
6/23/2022 *13.62 13.12 652.86 0.50 653.27
7/14/2022 *16.25 13.07 650.23 3.18 652.84
8/4/2022 *16.65 13.38 649.83 3.27 652.51
8/25/2022 *16.60 13.69 649.88 2.91 652.27
9/15/2022 *16.61 13.85 649.87 2.76 652.13
10/6/2022 *16.28 14.20 650.20 2.08 651.91
10/28/2022 *16.40 14.07 650.08 2.33 651.99
11/17/2022 *16.47 14.06 650.01 2.41 651.99
12/7/2022 *15.05 13.75 651.43 1.30 652.50
12/28/2022 *15.11 12.99 651.37 2.12 653.11
4/5/2023 17.55 --648.93 0.00 648.93
4/27/2023 15.07 --651.41 0.00 651.41
5/16/2023 14.58 --651.90 0.00 651.90
6/7/2023 15.23 --651.25 0.00 651.25
6/20/2023 14.58 --651.90 0.00 651.90
6/23/2022 14.36 --647.89 0.00 647.89
7/14/2022 *14.65 14.48 647.60 0.17 647.74
8/4/2022 *14.81 14.65 647.44 0.16 647.57
8/25/2022 *15.37 14.93 646.88 0.44 647.24
9/15/2022 *15.25 14.94 647.00 0.31 647.25
10/6/2022 *16.28 14.20 645.82 2.08 647.53
10/28/2022 *16.38 15.70 645.72 0.68 646.28
11/17/2022 *15.21 14.95 646.89 0.26 647.10
12/7/2022 *14.89 14.59 647.21 0.30 647.46
12/28/2022 *14.51 14.11 647.59 0.40 647.92
5/16/2023 13.32 --648.78 0.00 648.78
6/7/2023 14.65 --647.45 0.00 647.45
6/20/2023 13.36 --648.74 0.00 648.74
RW-10 4 25 675.86 9-24
RW-12 4 26 667.49 10-25
RW-11 4 26 672.27 10-25
21 662.25 5-20
RW-13 4 22 666.48 7-22
RW-14 4
20.9 662.10 4.9-19.9
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 21 of 23)
Hart & Hickman, PC
Table 2 (Page 22 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
6/23/2022 14.78 --649.47 0.00 649.47
7/14/2022 *15.05 14.86 649.20 0.19 649.36
8/4/2022 *15.50 15.10 648.75 0.40 649.08
8/25/2022 *15.43 15.20 648.82 0.23 649.01
9/15/2022 *15.48 15.19 648.77 0.29 649.01
10/6/2022 *15.79 15.24 647.51 0.55 647.96
10/28/2022 *15.93 15.62 647.37 0.31 647.62
11/17/2022 *16.21 15.11 647.09 1.10 647.99
12/7/2022 *15.01 --648.29 0.00 648.29
12/9/2022 *15.02 14.93 648.28 0.09 648.35
12/28/2022 *15.41 14.51 647.89 0.90 648.63
4/5/2023 16.61 --646.69 0.00 646.69
4/27/2023 15.44 --647.86 0.00 647.86
5/16/2023 16.33 --646.97 0.00 646.97
6/7/2023 15.26 --648.04 0.00 648.04
6/20/2023 16.31 --646.99 0.00 646.99
6/23/2022 9.59 --644.16 0.00 644.16
7/14/2022 9.71 --644.04 0.00 644.04
8/4/2022 10.33 --643.42 0.00 643.42
8/25/2022 10.48 --643.27 0.00 643.27
9/15/2022 10.19 --643.56 0.00 643.56
10/6/2022 10.37 --643.38 0.00 643.38
10/28/2022 10.45 --643.30 0.00 643.30
11/17/2022 9.95 --643.80 0.00 643.80
12/7/2022 9.25 --644.50 0.00 644.50
12/28/2022 8.36 --645.39 0.00 645.39
4/5/2023 11.08 --642.67 0.00 642.67
4/27/2023 8.18 --645.57 0.00 645.57
5/16/2023 8.82 --644.93 0.00 644.93
6/7/2023 8.91 --644.84 0.00 644.84
6/20/2023 8.96 --644.79 0.00 644.79
6/23/2022 *8.34 7.96 646.74 0.38 647.05
7/14/2022 *9.68 7.94 645.40 1.74 646.83
8/4/2022 *10.32 8.20 644.76 2.12 646.50
8/25/2022 *10.32 8.33 644.76 1.99 646.39
9/15/2022 *9.85 8.44 645.23 1.41 646.39
10/6/2022 *10.57 8.39 644.51 2.18 646.30
10/28/2022 *10.40 8.55 644.68 1.85 646.20
11/17/2022 *9.40 8.48 645.68 0.92 646.43
12/7/2022 *8.70 8.20 646.38 0.50 646.79
12/28/2022 *8.19 7.64 646.89 0.55 647.34
4/5/2023 11.01 --644.07 0.00 644.07
4/27/2023 8.44 --646.64 0.00 646.64
5/16/2023 11.11 --643.97 0.00 643.97
6/7/2023 8.51 --646.57 0.00 646.57
6/20/2023 11.14 --643.94 0.00 643.94
6/23/2022 7.63 --643.28 0.00 643.28
7/14/2022 *8.61 8.60 642.30 0.01 642.31
8/4/2022 *8.00 7.92 642.91 0.08 642.98
8/25/2022 *8.01 7.93 642.90 0.08 642.97
9/15/2022 *7.89 7.80 643.02 0.09 643.09
10/6/2022 *7.95 7.87 642.96 0.08 643.03
10/28/2022 *7.94 7.91 642.97 0.03 642.99
11/17/2022 *7.85 7.79 643.06 0.06 643.11
12/7/2022 7.69 --643.22 0.00 643.22
12/28/2022 7.32 --643.59 0.00 643.59
4/5/2023 11.81 --639.10 0.00 639.10
4/27/2023 6.75 --644.16 0.00 644.16
5/16/2023 9.64 --641.27 0.00 641.27
6/7/2023 7.22 --643.69 0.00 643.69
6/20/2023 9.60 --641.31 0.00 641.31
30 664.25 14-29
RW-15 4
29.05 663.30 13.05-28.05
RW-16 4 25 653.75 5-25
RW-17 4 21 655.08 6-21
RW-18 4 19 650.91 4-19
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 22 of 23)
Hart & Hickman, PC
Table 2 (Page 23 of 23)
Summary of Groundwater Elevations and LNAPL Thickness
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID
Well
Diameter
(inches)
Total Depth
(feet below
TOC)
Top of Casing
Elevation
(feet above msl)
Screen Interval
(feet below TOC)
Date Bailed
Depth to Groundwater
(feet below TOC)
Depth to
Product (feet
below TOC)
Groundwater
Elevation (feet
above msl)
Product
thickness (feet)
Corrected Groundwater
Elevation (feet
above msl1)
6/23/2022 8.35 --644.47 0.00 644.47
7/14/2022 *8.77 8.76 644.05 0.01 644.06
8/4/2022 8.63 --644.19 0.00 644.19
8/25/2022 8.61 --644.21 0.00 644.21
9/15/2022 8.54 --644.28 0.00 644.28
10/6/2022 8.63 --644.19 0.00 644.19
10/28/2022 8.87 --643.95 0.00 643.95
11/17/2022 8.42 --644.40 0.00 644.40
12/7/2022 8.81 --644.01 0.00 644.01
12/28/2022 7.98 --644.84 0.00 644.84
4/5/2023 9.21 --643.61 0.00 643.61
4/27/2023 8.61 --644.21 0.00 644.21
5/16/2023 10.57 --642.25 0.00 642.25
6/7/2023 8.34 --644.48 0.00 644.48
6/20/2023 10.41 --642.41 0.00 642.41
WM-14 2 45 692.67 30-45 11/7/2019 21.28 --671.39 0.00 671.39
5/17/2023 0.78 --640.34 0.00 640.34
6/7/2023 0.78 --640.34 0.00 640.34
6/20/2023 0.78 --640.34 0.00 640.34
5/17/2023 0.92 --639.41 0.00 639.41
6/7/2023 0.90 --639.39 0.00 639.39
6/20/2023 0.90 --639.39 0.00 639.39
Notes:
1. If product is measured in the well, the groundwater elevation is adjusted by multiplying the product thickness by 0.82 (the approximate specific gravity of the
product) and adding the result to the measured elevation of the product-water interface
2. Data from September 2019 to November 2019 were collected by Wood; Data from April 2020 to May 2021 and July 2021 to August 4, 2021 were collected by
City of Charlotte personnel. Other data collected by H&H.
3. Elevation data for MW-1 through MW-15 collected by Wood in October, November, and December 2019; Elevation data for MW-16 and MW-17 and RW-1 through
RW-3 collected by H&H in May 2021; Elevation data for MW-18 through MW-22 collected by H&H in August 2021; Elevation data for RW-4 through RW-6 and
RW-8 through RW-19 collected by H&H on June 22, 2022; Elevation data for modified TOC for MW-17 collected by H&H on August 25, 2022 & December 7, 2022;
Elevation data for Stream Gauge-1 and Stream Gauge-2 were collected by H&H on May 17, 2023
collected by H&H on May 17, 2023
4. Well WM-1 installed by others during assessment of UST Section Incident #36908.
5. Monitoring well and recovery well top of casing elevations based on As-Built Survey prepared by CES Group Engineers, LLC dated April 13, 2023;
except for top of casing elevations for MW-3, MW-15, MW-21, and WM-1 which were determined by others
TOC = top of casing
msl = mean sea level
NG = not gauged; * indicates well hand bailed after gauging
N/A
RW-19 4 20 652.82 5-20
Stream Gauge-1 N/A N/A 640.56 N/A
Stream
Gauge-2 N/A N/A 639.49
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/27/2023
Table 2 (Page 23 of 23)
Hart & Hickman, PC
Table 3 (Page 1 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.25
5/5/2020 min
6/2/2020 min
6/18/2020 min
7/2/2020 min
7/14/2020 min
7/28/2020 min
8/11/2020 min
8/26/2020 min
9/10/2020 min
10/1/2020 min
10/14/2020 min
10/27/2020 min
11/20/2020 min
12/9/2020 0.00
1/6/2021 min
1/29/2021 0.00
2/19/2021 min
3/22/2021 0.00
4/15/2021 min
5/10/2021 min
5/26/2021 min
7/14/2021 --
8/4/2021 0.50
8/24/2021 0.50
9/14/2021 1.50
10/5/2021 2.00
10/28/2021 1.00
11/19/2021 1.00
12/8/2021 2.50
12/27/2021 1.00
1/18/2022 0.25
2/8/2022 0.50
3/2/2022 0.25
3/23/2022 1.00
4/14/2022 0.50
5/3/2022 1.00
5/24/2022 0.25
6/23/2022 0.25
7/14/2022 0.25
8/4/2022 0.50
8/25/2022 0.75
9/15/2022 0.25
10/6/2022 0.75
10/28/2022 1.00
11/17/2022 0.50
12/8/2022 0.50
12/29/2022 1.25
1/18/2023 0.25
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 min
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
20.25
MW-1 2 15 656.16 5-15
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 1 of 23)
Hart & Hickman, PC
Table 3 (Page 2 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 4.50
5/5/2020 1.25
6/2/2020 0.25
6/18/2020 0.25
7/2/2020 min
7/14/2020 min
7/28/2020 min
8/11/2020 min
8/26/2020 min
9/10/2020 min
10/1/2020 min
10/14/2020 min
10/27/2020 min
11/20/2020 min
12/9/2020 min
1/6/2021 min
1/29/2021 min
2/19/2021 min
3/22/2021 min
4/15/2021 min
5/10/2021 min
5/26/2021 min
7/14/2021 min
8/4/2021 min
8/24/2021 min
9/14/2021 min
10/5/2021 min
10/28/2021 min
11/19/2021 min
12/8/2021 min
12/27/2021 min
1/18/2022 min
2/8/2022 min
3/2/2022 min
3/23/2022 min
4/14/2022 0.00
5/3/2022 min
5/24/2022 min
6/23/2022 min
7/14/2022 min
8/4/2022 min
8/25/2022 min
9/15/2022 min
10/6/2022 min
10/28/2022 min
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 min
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
6.25
11/22/2019 --
4/24/2020 0.50
5/5/2020 min
6/2/2020 min
6/18/2020 min
7/2/2020
7/14/2020
7/28/2020
8/11/2020
8/12/2020
0.50
MW-3 2 20 659.51 5-20
Well Damaged - NG
Well Abandoned
Total Product Removed:
MW-2 2 15 654.06 5-15
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 2 of 23)
Hart & Hickman, PC
Table 3 (Page 3 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 2.00
5/5/2020 0.25
6/2/2020 0.50
6/18/2020 0.25
7/2/2020 min
7/14/2020 min
7/28/2020 min
8/11/2020 min
8/26/2020 min
9/10/2020 min
10/1/2020 min
10/14/2020 min
10/27/2020 min
11/20/2020 min
12/9/2020 min
1/6/2021 min
1/29/2021 min
2/19/2021 min
3/22/2021 min
4/15/2021 min
5/10/2021 min
5/26/2021 min
7/14/2021 min
8/4/2021 min
8/25/2021 min
9/14/2021 min
10/5/2021 min
10/28/2021 min
11/19/2021 min
12/8/2021 min
12/27/2021 min
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 min
9/15/2022 min
10/6/2022 min
10/28/2022 min
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 min
3/16/2023 0.00
4/5/2023 min
4/27/2023 0.00
5/16/2023 min
6/7/2023 0.00
6/20/2023 0.00
3.00
MW-4 2 25 669.12 10-25
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 3 of 23)
Hart & Hickman, PC
Table 3 (Page 4 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/7/2019 --
4/24/2020 6.00
5/5/2020 8.00
6/2/2020 8.00
6/18/2020 10.00
7/2/2020 7.50
7/14/2020 7.00
7/28/2020 7.00
8/11/2020 7.00
8/26/2020 7.00
9/10/2020 6.50
10/1/2020 6.00
10/14/2020 6.00
10/27/2020 6.00
11/20/2020 6.00
12/9/2020 6.00
1/6/2021 6.00
1/29/2021 6.00
2/19/2021 6.25
3/22/2021 7.00
4/15/2021 6.00
5/10/2021 4.50
5/26/2021 4.25
7/14/2021 3.00
8/4/2021 3.00
8/24/2021 2.75
9/14/2021 3.25
10/5/2021 4.00
10/28/2021 4.25
11/19/2021 3.50
12/8/2021 4.00
12/27/2021 2.50
1/18/2022 3.00
2/8/2022 2.75
3/2/2022 2.50
3/23/2022 2.00
4/14/2022 2.50
5/3/2022 2.00
5/24/2022 2.00
6/23/2022 1.50
7/14/2022 1.50
8/4/2022 1.75
8/25/2022 2.00
9/15/2022 1.00
10/6/2022 0.75
10/28/2022 1.25
11/17/2022 1.75
12/8/2022 1.00
12/29/2022 1.00
1/18/2023 2.50
2/23/2023 2.00
3/16/2023 1.75
4/5/2023 0.75
4/27/2023 0.25
5/16/2023 min
6/7/2023 0.25
6/20/2023 min
211.75
MW-5 2 25 679.64 15-25
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 4 of 23)
Hart & Hickman, PC
Table 3 (Page 5 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.00
5/5/2020 0.00
6/2/2020 0.00
6/18/2020 0.00
7/2/2020 0.00
7/14/2020 0.00
7/28/2020 0.00
8/11/2020 0.00
8/26/2020 0.00
9/10/2020 0.00
10/1/2020 0.00
10/14/2020 0.00
10/27/2020 0.00
11/20/2020 0.00
12/9/2020 0.00
1/6/2021 0.00
1/29/2021 0.00
2/19/2021 0.00
3/22/2021 0.00
4/15/2021 0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-6 2 20 656.51 5-20
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 5 of 23)
Hart & Hickman, PC
Table 3 (Page 6 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 9.50
5/5/2020 3.00
6/2/2020 1.50
6/18/2020 0.50
7/2/2020 0.25
7/14/2020 min
7/28/2020 min
8/11/2020 min
8/26/2020 min
9/10/2020 min
10/1/2020 min
10/14/2020 min
10/27/2020 min
11/20/2020 min
12/9/2020 min
1/6/2021 min
1/29/2021 min
2/19/2021 min
3/22/2021 min
4/15/2021 min
5/10/2021 min
5/26/2021 min
7/14/2021 0.00
8/4/2021 min
8/24/2021 min
9/14/2021 min
10/5/2021 min
10/28/2021 min
11/19/2021 min
12/8/2021 0.00
12/27/2021 min
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 min
4/14/2022 min
5/3/2022 min
5/24/2022 min
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 min
8/25/2022 min
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
14.75
MW-7 2 20 655.38 5-20
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 6 of 23)
Hart & Hickman, PC
Table 3 (Page 7 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 2.50
5/5/2020 0.75
6/2/2020 2.25
6/18/2020 2.50
7/2/2020 2.00
7/14/2020 2.00
7/28/2020 2.25
8/11/2020 2.50
8/26/2020 3.00
9/10/2020 3.00
10/1/2020 4.00
10/14/2020 3.50
10/27/2020 3.25
11/20/2020 4.00
12/9/2020 3.00
1/6/2021 2.50
1/29/2021 2.00
2/19/2021 1.50
3/22/2021 2.00
4/15/2021 2.25
5/10/2021 2.00
5/26/2021 Well Damaged
7/14/2021 --
8/4/2021 3.00
8/24/2021 2.00
9/14/2021 2.75
10/5/2021 2.50
10/28/2021 2.00
11/19/2021 2.00
12/8/2021 2.50
12/27/2021 1.50
1/18/2022 0.75
2/8/2022 1.00
3/2/2022 0.50
3/23/2022 0.25
4/14/2022 0.50
5/3/2022 1.00
5/24/2022 0.75
6/23/2022 1.00
7/14/2022 0.25
8/4/2022 0.75
8/25/2022 0.25
9/15/2022 0.50
10/6/2022 1.00
10/28/2022 0.25
11/17/2022 1.00
12/8/2022 0.00
12/9/2022 0.25
12/29/2022 0.50
1/18/2023 0.25
2/23/2023 0.75
3/16/2023 min
4/5/2023 min
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
82.50
MW-8 2 16.96 653.29 1.96-16.96
Total Product Removed:
MW-8 2 20 656.33 5-20
Well Damaged - Converted to Flush Mount
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 7 of 23)
Hart & Hickman, PC
Table 3 (Page 8 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/7/2019 --
4/24/2020 6.50
5/5/2020 4.00
6/2/2020 4.00
6/18/2020 3.50
7/2/2020 2.50
7/14/2020 2.50
7/28/2020 2.50
8/11/2020 2.25
8/26/2020 2.00
9/10/2020 3.00
10/1/2020 4.00
10/14/2020 2.50
10/27/2020 3.00
11/20/2020 4.00
12/9/2020 4.50
1/6/2021 6.50
1/29/2021 4.50
2/19/2021 3.00
3/22/2021 3.50
4/15/2021 3.00
5/10/2021 3.50
5/26/2021 3.25
7/14/2021 3.25
8/4/2021 1.75
8/24/2021 2.25
9/14/2021 3.00
10/5/2021 3.00
10/28/2021 2.50
11/19/2021 2.75
12/8/2021 min
12/27/2021 1.50
1/18/2022 3.50
2/8/2022 3.00
3/2/2022 0.00
3/23/2022 1.25
4/14/2022 2.00
5/3/2022 2.25
5/24/2022 2.00
6/23/2022 2.25
7/14/2022 2.50
8/4/2022 2.00
8/25/2022 2.00
9/15/2022 1.75
10/6/2022 1.50
10/28/2022 2.50
11/17/2022 2.00
12/8/2022 2.00
12/29/2022 1.50
1/18/2023 2.00
2/23/2023 3.50
3/16/2023 2.50
4/5/2023 2.00
4/27/2023 3.25
5/16/2023 min
6/7/2023 3.25
6/20/2023 3.50
152.00
MW-9 2 25 667.51 10-25
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 8 of 23)
Hart & Hickman, PC
Table 3 (Page 9 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.00
5/5/2020 0.00
6/2/2020 0.00
6/18/2020 0.00
7/2/2020 0.00
7/14/2020 0.00
7/28/2020 0.00
8/11/2020 0.00
8/26/2020 0.00
9/10/2020 0.00
10/1/2020 0.00
10/14/2020 0.00
10/27/2020 0.00
11/20/2020 0.00
12/9/2020 0.00
1/6/2021 0.00
1/29/2021 0.00
2/19/2021 0.00
3/22/2021 0.00
4/15/2021 0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-10 2 28 703.48 18-28
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 9 of 23)
Hart & Hickman, PC
Table 3 (Page 10 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
1/8/2020 --
4/24/2020 21.50
5/5/2020 7.50
6/2/2020 11.50
6/18/2020 7.00
7/2/2020 7.00
7/14/2020 5.50
7/28/2020 5.75
8/11/2020 5.50
8/26/2020 6.00
9/10/2020 6.00
10/1/2020 7.50
10/14/2020 6.00
10/27/2020 5.50
11/20/2020 8.00
12/9/2020 7.00
1/6/2021 7.50
1/29/2021 8.00
2/19/2021 7.50
3/22/2021 9.00
4/15/2021 10.00
5/10/2021 11.50
5/26/2021 8.00
7/14/2021 15.00
8/4/2021 8.00
8/24/2021 7.00
9/14/2021 5.00
10/5/2021 6.50
10/28/2021 7.00
11/19/2021 7.00
12/8/2021 9.00
12/27/2021 5.00
1/18/2022 5.00
2/8/2022 4.00
3/2/2022 4.25
3/23/2022 2.50
4/14/2022 5.00
5/3/2022 5.25
5/24/2022 6.50
6/23/2022 8.00
7/14/2022 5.25
8/4/2022 4.00
8/25/2022 4.50
9/15/2022 3.50
10/6/2022 2.50
10/28/2022 4.00
11/17/2022 5.50
12/8/2022 4.00
12/29/2022 4.50
326.50
RW-7/MW-11 6 30 690.93 10-30
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 10 of 23)
Hart & Hickman, PC
Table 3 (Page 11 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.00
5/5/2020 0.00
6/2/2020 0.00
6/18/2020 0.00
7/2/2020 0.00
7/14/2020 0.00
7/28/2020 0.00
8/11/2020 0.00
8/26/2020 0.00
9/10/2020 0.00
10/1/2020 0.00
10/14/2020 0.00
10/27/2020 0.00
11/20/2020 0.00
12/9/2020 0.00
1/6/2021 0.00
1/29/2021 0.00
2/19/2021 0.00
3/22/2021 0.00
4/15/2021 0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-12 2 30 689.45 15-30
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 11 of 23)
Hart & Hickman, PC
Table 3 (Page 12 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.00
5/5/2020 0.00
6/2/2020 0.00
6/18/2020 0.00
7/2/2020 0.00
7/14/2020 0.00
7/28/2020 0.00
8/11/2020 0.00
8/26/2020 0.00
9/10/2020 0.00
10/1/2020 0.00
10/14/2020 0.00
10/27/2020 0.00
11/20/2020 0.00
12/9/2020 0.00
1/6/2021 0.00
1/29/2021 0.00
2/19/2021 0.00
3/22/2021 0.00
4/15/2021 0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-13 2 18 654.40 3-18
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 12 of 23)
Hart & Hickman, PC
Table 3 (Page 13 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.00
5/5/2020 0.00
6/2/2020 0.00
6/18/2020 0.00
7/2/2020 0.00
7/14/2020 0.00
7/28/2020 0.00
8/11/2020 0.00
8/26/2020 0.00
9/10/2020 0.00
10/1/2020 0.00
10/14/2020 0.00
10/27/2020 0.00
11/20/2020 0.00
12/9/2020 0.00
1/6/2021 0.00
1/29/2021 0.00
2/19/2021 0.00
3/22/2021 0.00
4/15/2021 0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-14 2 20 663.92 5-20
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 13 of 23)
Hart & Hickman, PC
Table 3 (Page 14 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
11/22/2019 --
4/24/2020 0.00
5/5/2020 0.00
6/2/2020 0.00
6/18/2020 0.00
7/2/2020 0.00
7/14/2020 0.00
7/28/2020 0.00
8/11/2020 0.00
8/26/2020 0.00
9/10/2020 0.00
10/1/2020 0.00
10/14/2020 0.00
10/27/2020 0.00
11/20/2020 0.00
12/9/2020 0.00
1/6/2021 0.00
1/29/2021 0.00
2/19/2021 0.00
3/22/2021 0.00
4/15/2021 0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-15 2 30 694.68 15-30
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 14 of 23)
Hart & Hickman, PC
Table 3 (Page 15 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
5/10/2021 0.00
5/26/2021 min
7/14/2021 0.25
8/4/2021 min
8/25/2021 0.25
9/14/2021 min
10/5/2021 min
10/28/2021 min
11/19/2021 min
12/8/2021 min
12/27/2021 min
1/18/2022 min
2/8/2022 min
3/2/2022 min
3/23/2022 min
4/14/2022 min
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 min
7/14/2022 min
8/4/2022 min
8/25/2022 min
9/15/2022 min
10/6/2022 0.25
10/28/2022 min
11/17/2022 min
12/8/2022 0.00
12/29/2022 0.50
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
1.25
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 min
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 min
10/5/2021 min
10/28/2021 min
11/19/2021 min
12/8/2021 min
12/27/2021 min
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 min
9/15/2022 min
10/6/2022 0.00
10/28/2022 min
11/17/2022 min
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 min
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-17 2 27 681.65 8-28
Total Product Removed:
MW-16 2 28 690.72 8-28
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 15 of 23)
Hart & Hickman, PC
Table 3 (Page 16 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
8/24/201 0.00
9/14/2021 0.00
10/5/2021 min
10/28/2021 min
11/19/2021 min
12/8/2021 min
12/27/2021 min
1/18/2022 min
2/8/2022 min
3/2/2022 min
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 min
5/24/2022 min
6/23/2022 min
7/14/2022 min
8/4/2022 min
8/25/2022 min
9/15/2022 min
10/6/2022 min
10/28/2022 min
11/17/2022 min
12/8/2022 0.00
12/9/2022 min
12/29/2022 0.25
1/18/2023 0.00
2/23/2023 min
3/16/2023 min
4/5/2023 min
4/27/2023 min
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 min
0.25
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-19 2 25 684.02 10-25
Total Product Removed:
MW-18 2 28 692.96 8-28
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 16 of 23)
Hart & Hickman, PC
Table 3 (Page 17 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
MW-21 2 18 650.76 3-18
Total Product Removed:
MW-20 2 29 672.89 14-29
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 17 of 23)
Hart & Hickman, PC
Table 3 (Page 18 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
1/18/2023 0.00
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 --
8/4/2021 1.50
8/24/2021 2.50
9/14/2021 2.25
10/5/2021 1.00
10/28/2021 min
11/19/2021 min
12/8/2021 min
12/27/2021 min
1/18/2022 min
2/8/2022 min
3/2/2022 min
3/23/2022 min
4/14/2022 min
5/3/2022 0.50
5/24/2022 2.00
6/23/2022 1.00
7/14/2022 1.50
8/4/2022 min
8/25/2022 0.50
9/15/2022 min
10/6/2022 0.50
10/28/2022 min
11/17/2022 min
12/8/2022 0.00
12/9/2022 min
12/29/2022 min
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
13.25Total Product Removed:
RW-1 6 27 681.45 7-27
MW-22 2 27 706.36 7-27
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 18 of 23)
Hart & Hickman, PC
Table 3 (Page 19 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 0.00
8/4/2021 0.00
8/24/2021 0.00
9/14/2021 0.00
10/5/2021 0.00
10/28/2021 0.00
11/19/2021 0.00
12/8/2021 0.00
12/27/2021 0.00
1/18/2022 0.00
2/8/2022 0.00
3/2/2022 0.00
3/23/2022 0.00
4/14/2022 0.00
5/3/2022 0.00
5/24/2022 0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
2/23/2023 0.00
3/16/2023 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
5/10/2021 0.00
5/26/2021 0.00
7/14/2021 --
8/4/2021 3.00
8/24/2021 4.00
9/14/2021 5.00
10/5/2021 8.00
10/28/2021 7.00
11/19/2021 5.00
12/8/2021 11.00
12/27/2021 4.00
1/18/2022 0.50
2/8/2022 0.75
3/2/2022 1.00
3/23/2022 2.50
4/14/2022 3.00
5/3/2022 2.50
5/24/2022 1.50
6/23/2022 1.75
7/14/2022 2.50
8/4/2022 2.50
8/25/2022 4.25
9/15/2022 4.00
10/6/2022 0.00
10/28/2022 3.00
11/17/2022 2.50
12/8/2022 1.00
12/29/2022 0.25
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/20/2023 0.00
80.50
RW-3 6 29 652.77 4-24
Total Product Removed:
RW-2 6 27 685.66 7-27
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 19 of 23)
Hart & Hickman, PC
Table 3 (Page 20 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 min
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
RW-9 4 29 684.42 13-28
Total Product Removed:
RW-8 4 29 687.78 13-28
Total Product Removed:
RW-6 4 30 691.81 15-30
Total Product Removed:
RW-5 4 32 689.67 16-31
Total Product Removed:
RW-4 4 33 690.39 17-32
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 20 of 23)
Hart & Hickman, PC
Table 3 (Page 21 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
6/23/2022 0.00
7/14/2022 min
8/4/2022 min
8/25/2022 0.25
9/15/2022 0.25
10/6/2022 0.00
10/28/2022 min
11/17/2022 1.25
12/8/2022 0.50
12/9/2022 0.25
12/29/2022 0.50
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
3.00
6/23/2022 0.00
7/14/2022 3.75
8/4/2022 4.50
8/25/2022 4.50
9/15/2022 2.50
10/6/2022 4.00
10/28/2022 4.50
11/17/2022 6.00
12/8/2022 4.00
12/29/2022 2.50
6/7/2023 0.00
36.25
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
6/23/2022 0.00
7/14/2022 5.00
8/4/2022 4.50
8/25/2022 4.00
9/15/2022 4.00
10/6/2022 3.00
10/28/2022 4.00
11/17/2022 3.00
12/8/2022 3.00
12/29/2022 1.75
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
32.25
6/23/2022 0.00
8/4/2022 min
8/25/2022 min
9/15/2022 min
10/6/2022 min
10/28/2022 min
11/17/2022 min
12/8/2022 0.25
12/29/2022 min
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.25
RW-14 4 21 662.25 5-20
Total Product Removed:
RW-13 4 22 666.44 7-22
Total Product Removed:
RW-12 4 26 667.64 10-25
Total Product Removed:
RW-11 4 26 672.20 10-25
Total Product Removed:
RW-10 4 25 675.73 9-24
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 21 of 23)
Hart & Hickman, PC
Table 3 (Page 22 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
6/23/2022 0.00
8/4/2022 0.50
8/25/2022 min
9/15/2022 min
10/6/2022 0.00
10/28/2022 min
11/17/2022 2.00
12/8/2022 0.00
12/9/2022 min
12/29/2022 2.50
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
5.00
6/23/2022 0.00
7/14/2022 0.00
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
6/23/2022 2.00
8/4/2022 5.00
8/25/2022 5.00
9/15/2022 2.50
10/6/2022 2.50
10/28/2022 2.25
11/17/2022 2.50
12/8/2022 0.25
12/29/2022 6.50
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
28.50
6/23/2022 0.00
7/14/2022 min
8/4/2022 min
8/25/2022 min
9/15/2022 min
10/6/2022 min
10/28/2022 min
11/17/2022 min
12/8/2022 0.00
12/29/2022 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
RW-18 4 19 650.80 4-19
Total Product Removed:
RW-17 4 21 654.99 6-21
Total Product Removed:
RW-16 4 25 653.70 5-25
Total Product Removed:
RW-15 4 30 663.25 14-29
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 22 of 23)
Hart & Hickman, PC
Table 3 (Page 23 of 23)
Hand Bailed LNAPL Recovery Summary
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Well ID Well Diameter (inches)
Total Depth (feet below TOC)
Top of Casing Elevation (Feet above
msl)
Screen Interval (feet below TOC)Date Amount of Product Removed (to the nearest quarter gallon)
6/23/2022 0.00
7/14/2022 min
8/4/2022 0.00
8/25/2022 0.00
9/15/2022 0.00
10/6/2022 0.00
10/28/2022 0.00
11/17/2022 0.00
12/8/2022 0.00
12/29/2022 0.00
4/5/2023 0.00
4/27/2023 0.00
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
0.00
TOTAL Product Removed by Hand Bailing (gallons)1018.25
Notes:
1. Data from April 24, 2020 to August 4, 2021 collected by City of Charlotte personnel; Other data collected by H&H;
Personnel attempted to bail wells to <0.10 feet of free product thickness
min = minimal or unmeasurable amount of free product recovered/not included in totals
NG = not gauged
TOC = top of casing
msl = mean sea level
-- = no bailing conducted
RW-19 4 20 652.73 5-20
Total Product Removed:
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/[File]Date:6/26/2023
Table 3 (Page 23 of 23)
Hart & Hickman, PC
Table 4 (Page 1 of 1)
Summary of LNAPL Recovery Events (Pre-DPE System Operation)Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Product Product Amount of Total
Thickness Thickness Amount of Liquid Amount of Amount of
LNAPL Recovery before after Vaporized (Water +Liquid Product
Product Type Recovery Duration Recovery Recovery Product Product)Product Recovered
Date Well ID (gas, diesel, etc.)Method Hours (feet)(feet)(gallons)(gallons)(gallons)(gallons)
10/23/2019 MW-2 Jet-A Bailer/Pump 0.5 3.82 (10/23/2019)0.11 (10/23/2019)n/a n/a 1.7 1.7
10/23/2019 MW-5 Jet-A Bailer/Pump 0.5 5.94 (10/23/2019)0.85 (10/23/2019)n/a n/a 4.1 4.1
11/12/2019 MW-5 Jet-A MMPE 25.5 5.51 (11/12/2019)0.04 (11/12/2021) 4.1 300 50.0 54.1
11/13/2019 MW-9 Jet-A MMPE 22 7.63 (11/13/2019)0.03 (11/14/2021)16.3 800 150.0 166.3
6/14/2021 RW-1, MW-5 Jet-A MMPE 46.75 0.00, 3.43 (6/14/2021)0.06, 0.96 (6/16/2021)12.91 1,500 30.0 42.9
6/16/2021 RW-3, MW-1, MW-2, MW-7, MW-8 Jet-A MMPE 48 0.00, 0.26, 0.45, 0.38, 2.96 (6/16/2021)0.17, 0.58, 0.25, 0.01, 0.48 (6/18/2021)1.97 4,984 210.0 212.0
9/9/2021 MW-11 Jet-A MMPE 8 2.08 (9/9/2021)0.08 (9/9/2021)0.46 260 32.0 32.5
12/7/2021 MW-9 Jet-A MMPE 8 6.28 (12/7/2021)0.00 (12/7/2021), 0.47 (12/8/2021)1.53 470 54.0 55.5
3/3/2022 MW-9 Jet-A AFVR 8 4.34 (3/3/2022) 0.13 (3/3/2022)0.63 638 58.0 58.6
6/2/2022 MW-5 Jet-A AFVR 8 1.84 (6/2/2022)0.27 (6/2/2022)1.92 225 30.0 31.9
9/7/2022 RW-11 Jet-A AFVR 8 3.42 (9/7/2022)0.27 (9/7/2022)2.74 285 38.0 40.7
700.4
Notes:
MMPE = mobile multi-phase extraction
AFVR = aggressive fluid vapor recovery
DPE = dual phase extraction
Data from October to November 2019 were collected by Wood; Other data were collected by H&H
Above data do not include hand bailing only events
n/a = not applicable
Total Estimated Gallons of Jet Fuel Recovered
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data Tables
Date:6/26/2023
Table 4 (Page 1 of 1)
Hart & Hickman, PC
Table 5 (Page1 of 2)
DPE System #1 Operational Data
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System Treated Water Liquid Ring PID Treated Product in Fluid in Product
Running Hour Meter Flow Meter Pump RW-1 RW-4 RW-5 RW-6 RW-7 RW-8 RW-9 RW-10 Off-Gas Off-Gas Off-Gas Groundwater Equalization Holding Tank
O&M Upon Reading Reading Inlet Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Air Flow Temp Concentration Outfall Tank Product / Water Additional
Date Arrival (Hours)(Gallons)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(SCFM)(°F)(ppm)Condition (Gallons)(Gallons)Comments
1/25/2023 No-Yes 10.9 1,020 17.0 16.5 17.0 17.5 17.5 17.0 17.0 16.5 17.5 NM NM NM Good NM N/A Restarted at 800. System shutdown throughout the day.
2/6/2023 No-Yes 231.4 24,870 19.0 18.0 19.0 19.0 18.5 18.5 18.5 19.0 19.0 NM NM NM Good NM N/A M/S tank pump malfunction. System shutdown on 2/3/23: Restarted at 1400.
2/23/2023 Yes 465.9 58,360 19.5 18.0 19.0 19.5 20.5 19.0 19.0 18.5 19.5 NM NM NM Good NM 3.3 / 1.8 System restarted on 2/14/23 at 17:05 after installing a
new M/S pump.
3/1/2023 Yes 610.4 77,490 19.0 18.0 19.0 19.0 19.0 19.0 18.5 19.0 19.0 66.5 150.5 237 Good NM 3.3 / 1.8
3/10/2023 Yes 740.5 94,980 19.5 19.0 20.0 19.5 18.0 20.0 19.5 19.5 20.0 56.5 143.5 175.6 Good NM 3.3 / 1.8 Could not measure product in equalization tank due to emulsion.
3/17/2023 Yes 907.0 114,620 19.5 19.0 20.0 19.5 18.0 20.0 19.5 19.5 20.0 55.2 145 190 Good 70.2 3.3 / 1.8 Haz-Mat on site; temporarily turned off system to clean system components.
3/24/2023 Yes 1041.4 131,210 19.5 19.5 20.0 20.0 20.5 20.0 19.5 20.0 20.0 NM NM NM Good 71.9 3.2 / 0.6
3/28/2023 Yes 1074.7 135,610 17.0 19.5 20.3 20.5 20.5 20.5 19.5 20.0 20.5 57.0 156 143.4 Good NM NM
4/6/2023 Yes 1287.2 157,780 20.0 19.0 20.0 20.5 20.0 20.5 19.5 20.0 20.0 56.5 135 133.0 Good 109.5 0.6 / 5.1
4/13/2023 Yes 1454.2 175,570 21.0 19.5 21.0 21.0 20.5 20.5 20.5 20.5 21.0 57.2 139 129.0 Good 111.0 0.6 / 7.0
4/21/2023 Yes 1645.9 197,260 21.0 20.0 21.0 21.5 21.0 21.5 20.5 20.5 21.0 48.9 148 125.0 Good 133.7 1.4 / 17.2 Removed top 10" of zeolite media from vessel.
4/28/2023 Yes 1817.8 215,990 19.5 18.0 19.0 19.5 20.0 19.0 18.5 19.0 19.5 49.5 148 123.0 Good 601.6 1.4 / 17.2
CCI vacuumed out system components. While vacuuming out the EQ tank, a thick layer of emulsion was observed with a thickness of approx. 1.40'. Upon
removal of emulsion, LNAPL was observed below. EQ tank was pumped down to approx. 4.15' until water was visible.
5/5/2023 No-Yes 1897.6 224,700 19.0 18.0 19.0 19.5 17.5 19.0 18.5 19.0 19.5 50.9 159 NM Good 0.0 NM
System shut down on 4/28/2023 following cleaning activities due to a high pressure alarm at OWS pump and alarm not clearing. Troubleshooting conducted with PRM on 5/2/23 and H&H re-stared system.
Routine O&M conducted on 5/5/23. Approx. 0.36" of emulsion was measured in EQ tank.
5/11/2023 Yes 2039.1 238,710 19.0 18.0 18.5 19.0 17.5 19.0 18.5 18.5 19.5 51.2 160 161.2 Good 3.4 0.6 / 20.1 3.6" of emulsion was measured in EQ tank
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/O&M tablesO&M tablesT5_DPE System #1 O&MDate:6/27/2023
Table 5 (Page1 of 2)
Hart & Hickman, PC
Table 5 (Page2 of 2)
DPE System #1 Operational Data
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System Treated Water Liquid Ring PID Treated Product in Fluid in Product
Running Hour Meter Flow Meter Pump RW-1 RW-4 RW-5 RW-6 RW-7 RW-8 RW-9 RW-10 Off-Gas Off-Gas Off-Gas Groundwater Equalization Holding Tank
O&M Upon Reading Reading Inlet Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Air Flow Temp Concentration Outfall Tank Product / Water Additional
Date Arrival (Hours)(Gallons)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(SCFM)(°F)(ppm)Condition (Gallons)(Gallons)Comments
5/16/2023 Yes 2161.7 250,170 19.0 18.5 19.0 19.5 19.0 19.5 19.5 19.5 19.5 45.4 157 152.7 Good 8.4 0.6 / 20.1 2.76" of emulsion was measured in EQ tank
5/24/2023 Yes 2354.3 270,020 19.0 18.5 19.0 19.5 18.5 19.0 18.5 19.0 19.5 34.6 135 120.4 Good 18.4 0.6 / 23.1 5.4" of emulsion was measured in EQ tank
6/2/2023 Yes 2570.0 290,320 18.5 18.5 19.0 19.5 20.0 19.0 18.5 19.0 19.5 38.0 134.5 114.3 Good 28.4 0.6 / 29.6 7" of emulsion was measured in EQ tank
6/9/2023 Yes 2735.4 304,700 21.0 20.5 21.0 21.5 21.0 21.0 20.5 21.0 21.5 36.3 125 110.7 Good 3.4 0.6 / 31.3 On 6/7/23, CCI vacuumed approx. 67.1 gallons of
LNAPL from the EQ tank.
6/23/203 No-Yes 2821.8 312,920 16.0 15.5 16.0 17.0 16.0 17.0 16.5 16.5 17.0 31.4 105 124.9 Good 7.0 3.6/33 Troubleshooting with PRM for control panel/float issue. Issue resolved; restarted system. Increased system vacuum to 20" Hg upon departure.
Notes:DPE System Started on January 25, 2023PID = photoionization detector
M/S = moisture seperatorNA = not availableNM = not measured
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Table 5 (Page2 of 2)
Hart & Hickman, PC
Table 6 (Page1 of 2)
DPE System #2 Operational Data
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System Treated Water Liquid Ring PID Treated Product in Fluid in Product
Running Hour Meter Flow Meter Pump RW-3 RW-11 RW-12 RW-13 RW-14 RW-15 RW-16 RW-17 RW-18 RW-19 Off-Gas Off-Gas Off-Gas Groundwater Equalization Holding Tank
O&M Upon Reading Reading Inlet Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Air Flow Temp Concentration Outfall Tank Product / Water Additional
Date Arrival (Hours)(Gallons)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(SCFM)(°F)(ppm)Condition (Gallons)(Gallons)Comments
1/25/2023 Yes 31.5 9,760 16.5 16.0 15.5 15.5 15.0 15.0 15.5 15.5 15.0 14.5 16.5 NM NM NM Good NM N/A
2/6/2023 No NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM NM N/A NM NM M/S tank pump malfunction. System shutdown on 2/3/23. M/S pump will need to be replaced due to malfunction.
2/23/2023 Yes 282.1 69,880 17.5 17.0 15.0 15.5 16.0 16.5 16.0 15.5 16.5 15.0 16.0 NM NM NM Good NM 3.3 / 1.8 System restarted on 2/14/23 at 17:05 after installing a
new M/S pump.
3/1/2023 Yes 422.6 104,890 17.5 16.5 14.5 14.5 15.5 16.0 16.0 15.0 16.0 14.5 15.5 133.5 145 220 Good NM 3.3 / 1.8
3/10/2023 Yes 527.1 133,180 18.0 17.0 16.0 16.0 16.0 16.0 15.5 16.0 16.0 15.5 16.5 128.6 133 177 Good 100.3 3.3 / 3.2
3/17/2023 Yes 689.6 174,340 18.0 17.0 16.0 16.0 16.0 16.0 15.5 16.0 16.0 15.5 16.5 133.5 135 185 Good 113.6 3.3 / 3.2 Haz-Mat on site; temporarily turned off system to clean system components. The top 6" of media was
removed from zeolite vessel and 1st GAC vessel.
3/24/2023 Yes 794.8 197,970 16.0 17.0 16.0 16.5 16.0 16.0 16.0 16.0 16.5 15.5 16.5 NM NM NM Good 115.3 3.2 / 3.2
3/28/2023 Yes 893.5 223,500 17.0 16.0 15.0 15.5 15.0 15.0 15.0 15.0 15.5 15.0 16.0 131.0 148 186.2 Good NM NM
4/6/2023 Yes 1104.4 272,480 17.0 15.5 14.5 14.5 14.5 14.5 14.5 14.5 15.0 14.0 15.0 140.6 145 161.0 Good 138.6 1.5 / 20.1
4/13/2023 Yes 1275.4 315,080 17.5 16.5 15.5 15.0 15.5 15.5 15.5 15.5 15.5 15.0 16.0 143.3 146 158.8 Good 143.7 1.7 / 12.8
4/21/2023 No 1457.8 361,000 NM NM NM NM NM NM NM NM NM NM NM NM NM NM N/A 167.1 1.7 / 31.3 Zeolite media clogged with emulsion. System can not run and keep up with intake. Scheduling media changeout.
5/2/2023 No-Yes 1459.2 361,800 17.0 15.5 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.5 15.5 98.0 138 227.0 Good 947.6 1.7 / 31.3 944.2 gallons of LNAPL and emulsion were vacuumed
out of the EQ tank.
5/5/2023 Yes 1532.7 380,270 15.5 14.0 12.5 13.0 13.0 13.5 13.5 12.5 13.5 12.5 13.5 147.2 143 179.5 Good NM NM LRP vacuum set point was reduced from 17 mmHg to 15.5 mmHg to reduce amount of water being produced.
5/11/2023 Yes 1670.9 409,820 15.0 14.0 12.5 12.5 13.0 13.5 13.5 12.5 13.0 12.5 13.5 148.7 138.5 153.7 Good 6.7 NM 0.72" of emulsion was measured in EQ tank.
5/16/2023 Yes 1796.9 437,720 15.5 14.0 13.0 13.5 13.5 13.5 13.5 13.5 14.0 13.0 14.0 99.0 153 155.3 Good 21.7 0.6 / 45.9 3.6" of emulsion was measured in EQ tank.
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/O&M tablesO&M tablesT6_DPE System #2 O&MDate:6/26/2023
Table 6 (Page1 of 2)
Hart & Hickman, PC
Table 6 (Page2 of 2)
DPE System #2 Operational Data
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System Treated Water Liquid Ring PID Treated Product in Fluid in Product
Running Hour Meter Flow Meter Pump RW-3 RW-11 RW-12 RW-13 RW-14 RW-15 RW-16 RW-17 RW-18 RW-19 Off-Gas Off-Gas Off-Gas Groundwater Equalization Holding Tank
O&M Upon Reading Reading Inlet Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Vacuum Air Flow Temp Concentration Outfall Tank Product / Water Additional
Date Arrival (Hours)(Gallons)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(in of Hg)(SCFM)(°F)(ppm)Condition (Gallons)(Gallons)Comments
5/24/2023 Yes 1983.9 482,720 16.0 15.0 14.0 14.0 14.0 13.5 14.0 14.0 14.5 13.5 14.5 148.2 133 180.4 Good 25.1 0.6 / 64.2 5.4" of emulsion was measured in EQ tank.
6/2/2023 Yes 2167.9 520,530 13.5 NM NM NM NM NM NM NM NM NM NM 81.0 131 152.7 Good 36.8 0.6 / 72.9 6.48" of emulsion was measured in EQ tank.
6/9/2023 Yes 2211.2 530,460 14.5 13.0 12.5 13.0 12.5 12.5 13.0 13.0 13.0 12.5 13.5 88.4 130 145.3 Good 0.0 0.6 / 1.8 On 6/7/23, CCI vacuumed approx. 185 gallons of LNAPL from the EQ tank.
6/22/2023 Yes 2438.4 586,030 12.5 13.0 12.5 13.0 12.5 12.5 12.5 12.5 12.5 12.5 13.0 NM 130 NM Good 5.0 0.6 / 197.6
Notes:DPE System Started on January 24, 2023PID = photoionization detectorM/S = moisture seperatorNA = not availableNM = not measured
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Table 6 (Page2 of 2)
Hart & Hickman, PC
Table 7 (Page 1 of 2)
Summary of Influent, Mid-Carbon, and Effluent Groundwater Sample Results
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System ID DPE #1 DPE #2 DPE #1 DPE #2 DPE #1 DPE #2 DPE #2 DPE #1 DPE #1 DPE #2 DPE #2
Sample ID Outfall WW-1 Outfall WW-2 WW-1 WW-2 DPE1-INF DPE2-INF Mid WW-1 MidCarbon WW-1 Effluent WW-2 MidCarbon WW-2 Effluent
Sample Location Effluent Effluent Effluent Effluent Influent Influent Mid Carbon Mid Carbon Effluent Mid Carbon Effluent
Date 1/26/2023 1/26/2023 2/24/2023 2/24/2023 3/9/2023 3/9/2023 3/13/2023 3/14/2023 3/14/2023 3/14/2023 3/14/2023
O&G (1664 SGT-HEM (mg/L)
Oil & Grease <5.8 <5.8 <5.6 <5.7 NA NA NA <2.2 <2.0 <2.0 <2.0 Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics <50.0 <50.0 125 213 314 98 165 51 24 J 118 <15 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)190 380 355 332 NA NA NA 500 500 360 420 Monitor & Report
Metals (6020B/200.7) (µg/L)
Total Lead <1.00 <1.00 <1.8 <1.8 NA NA NA <2.0 <2.0 <2.0 <2.0 3 µg/L
Dissolved Lead <1.00 <1.00 <1.8 <1.8 NA NA NA <2.0 <2.0 <2.0 <2.0 NS
pH (4500H+B-2011) (S.U.)
pH (Standard Units)8.5 8.1 H 6.9 6.2 NA NA NA 7.7 7.1 7.4 7.1 6.0 ≤ pH ≤ 9.0
Total Suspended Solids (2440D-2015) (mg/L)
Total Suspended Solids (TSS)<2.7 <2.6 4.4 5.1 NA NA NA <0.7 <0.7 <0.7 <0.7 30 mg/L
VOCs (6200B) (µg/L)
Benzene <0.500 <0.500 <0.500 <0.500 <1.80 <180 <0.180 <0.180 <0.180 <0.180 <0.180 51 µg/L
n-Butylbenzene NA NA NA NA 21.7 <180 <0.180 NA NA NA NA NS
sec-Butylbenzene NA NA NA NA 14.3 <200 <0.200 NA NA NA NA NS
1,2-Dichloroethane (1,2-DCA)<0.500 <0.500 <0.500 <0.500 <1.50 <150 <0.150 <0.150 <0.150 <0.150 <0.150 37 µg/L
Ethylbenzene <0.500 <0.500 <0.500 0.594 27.5 2,720 <0.170 <0.170 <0.170 <0.170 <0.170 97 µg/LIsopropylbenzeneNANANANA14.8 1,220 <0.180 NA NA NA NA NS
4-Isopropyltoluene NA NA NA NA 16.2 <89.0 <0.089 NA NA NA NA NS
Methyl Tert-Butyl Ether (MTBE)<1.00 <1.00 <1.00 <1.00 <1.40 <140 <0.140 <0.140 <0.140 <0.140 <0.140 1,500 µg/L
Naphthalene <1.00 <1.00 <1.00 1.23 153 <470 <0.470 <0.470 <0.470 <0.470 <0.470 12 µg/Ln-Propylbenzene NA NA NA NA 26.8 1,010 <0.190 NA NA NA NA NS
Toluene <0.500 <0.500 <0.500 <0.500 <2.20 2,950 <0.220 <0.220 <0.220 <0.220 <0.220 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA 251 6,880 <0.190 NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA NA NA 82.3 1,860 <0.180 NA NA NA NA NSo-Xylene <0.500 <0.500 <0.500 <0.500 48.5 5,120 <0.210 <0.210 <0.210 <0.210 <0.210 NS
m,p-Xylene <1.00 <1.00 <1.00 <1.00 124 12,100 <0.420 <0.420 <0.420 <0.420 <0.420 NS
Total Xylenes <0.500 <0.500 <0.500 <0.500 173 17,200 <0.21 <0.21 <0.21 <0.21 <0.21 670 µg/L
Notes:
Laboratory analytical methods and compound concentration units are shown in parenthesis
µg/L = micrograms per liter; mg/L = milligrams per liter; S.U. = Standard Units
VOC = Volatile organic compound; NA = Not Analyzed; NS = No Standard
H = Beyond holding time
J = Estimated concentration above the method detection limit and below the reporting limit
January 2023 February 2023 March 2023
Daily Maximum
Discharge Limit
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/O&M tablesDate:6/26/2023
Table 7 (Page 1 of 2)
Hart & Hickman, PC
Table 7 (Page 2 of 2)
Summary of Influent, Mid-Carbon, and Effluent Groundwater Sample Results
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System ID DPE #1 DPE #1 DPE #2 DPE #2 DPE #1 DPE#2 DPE #1 DPE #1 DPE#2
Sample ID WW1-Influent WW1-Midpoint WW2-Influent WW2-Midpoint WW-1 WW-2 WW1-Mid WW-1 WW-2
Sample Location Influent Mid Carbon Influent Mid Carbon Effluent Effluent Mid Carbon Effluent Effluent
Date 4/5/2023 4/5/2023 4/5/2023 4/5/2023 4/18/2023 4/18/2023 5/16/2023 5/24/2023 5/24/2023
O&G (1664 SGT-HEM (mg/L)
Oil & Grease <5.6 NA <5.6 <5.7 <6.1 <6.1 NA <5.8 <5.7 Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics 192 172 273 233 240 71 <50 <50 <50 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)NA NA NA NA 425 337 NA 330 370 Monitor & Report
Metals (6020B/200.7) (µg/L)
Total Lead NA NA NA NA 1.31 1.75 NA 0.827 <0.500 3 µg/L
Dissolved Lead NA NA NA NA <1.00 2.17 NA <0.500 <0.500 NS
pH (4500H+B-2011) (S.U.)
pH (Standard Units)6.9 6.2 6.9 6.2 7.1 7.7 7.8 7.8 8.0 6.0 ≤ pH ≤ 9.0
Total Suspended Solids (2440D-2015) (mg/L)
Total Suspended Solids (TSS)NA NA NA NA <2.5 <2.5 NA <2.7 <2.7 30 mg/L
VOCs (6200B) (µg/L)
Benzene <50.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 51 µg/L
n-Butylbenzene NA NA NA NA NA NA NA NA NA NS
sec-Butylbenzene NA NA NA NA NA NA NA NA NA NS
1,2-Dichloroethane (1,2-DCA)<50.0 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 37 µg/L
Ethylbenzene <50.0 <0.500 3.21 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 97 µg/LIsopropylbenzeneNANANANANANANANANANS
4-Isopropyltoluene NA NA NA NA NA NA NA NA NA NS
Methyl Tert-Butyl Ether (MTBE)<100 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 1,500 µg/L
Naphthalene 253 <1.00 25.1 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 12 µg/Ln-Propylbenzene NA NA NA NA NA NA NA NA NA NS
Toluene 64.5 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA NA NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA NA NA NA NA NA NA NA NS
o-Xylene 79.9 <0.500 3.68 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 NS
m,p-Xylene 185 <1.00 9.20 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 NS
Total Xylenes 259 <0.500 12.9 <0.500 <0.500 <0.500 <0.500 <0.500 <0.500 670 µg/L
Notes:
Laboratory analytical methods and compound concentration units are shown in parenthesis
µg/L = micrograms per liter; mg/L = milligrams per liter; S.U. = Standard Units
VOC = Volatile organic compound; NA = Not Analyzed; NS = No Standard
H = Beyond holding time
J = Estimated concentration above the method detection limit and below the reporting limit
Daily Maximum
Discharge Limit
April 2023 May 2023
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/O&M tablesDate:6/26/2023
Table 7 (Page 2 of 2)
Hart & Hickman, PC
Table 8 (Page 1 of 1)
Summary of Off-Gas Sampling Results
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
System ID
Sample ID DPE1-030123 DPE-1 DPE2-030123 DPE-2
Sample Date 3/1/2023 5/24/2023 3/1/2023 5/24/2023
EPA Method TO-15 (µg/m 3 )
1,2,4-Trimethylbenzene 9,200 13,000 9,300 2,500
1,3,5-Trimethylbenzene 4,200 6,200 2,200 1,800
Benzene 340 150 <120 <160
Carbon disulfide <410 370 <290 <390
Cyclohexane*3,200 3,800 3,400 1,500
Ethylbenzene 3,600 5,000 840 360
Hexane 3,200 2,500 1,300 <700
Isopropylbenzene 2,000 2,700 2,200 <980
m & p-Xylenes 9,500 10,000 1,600 <870
o-Xylene 2,100 2,600 210 <220
Total Xylenes 11,600 12,600 1,810 <220
Total VOCs 37,340 46,320 21,050 6,160
Notes:
Laboratory analytical methods and compound concentration units are shown in parenthesis
VOCs = volatile organic compounds
µg/m3 = micrograms per cubic meter
* = LCS and/or LCSD is outside acceptance limits, low biased.
DPE #2DPE #1
File: O&M tablesT8_Air SamplesDate:6/26/2023
Table 8 (Page 1 of 1)
Hart & Hickman, PC
Table 9 (Page 1 of 1)
Summary of Estimated Mass Removal Rates at DPE-1
Airport Drive Release (UST Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
OVA Reading (1)TO-15 Total VOC
Mass(2)
TO-15 Assumed
Concentration(3)
Flow Rate for
Period Period Duration Total Mass for
Period (4)
Total Gallons for
Period
Average Mass
per Day
Total Cumulative
Mass
Total Cumulative
Gallons
ppm µg/m3 µg/m3 scfm days lbs gal lbs lbs gal
03/01/23 237 37,340 37,340 66.5 25.4 5.7 0.8 0.2 5.7 0.8
03/10/23 175.6 --37,340 56.5 5.4 1.0 0.2 0.2 6.7 1.0
03/17/23 189.7 --37,340 55.2 6.9 1.3 0.2 0.2 8.0 1.2
03/28/23 143.4 --37,340 57.0 7.0 1.3 0.2 0.2 9.3 1.4
04/06/23 133.0 --37,340 56.5 8.9 1.7 0.2 0.2 11.0 1.6
04/13/23 129.0 --37,340 57.2 7.0 1.3 0.2 0.2 12.3 1.8
04/21/23 125.0 --37,340 48.9 8.0 1.3 0.2 0.2 10.6 2.0
04/28/23 123.0 --37,340 49.5 7.2 1.2 0.2 0.2 11.8 2.2
05/05/23 NM --37,340 50.9 3.3 0.6 0.1 0.2 12.4 2.3
05/11/23 161.2 --37,340 51.2 5.9 1.0 0.1 0.2 13.4 2.4
05/16/23 152.7 --37,340 45.4 5.1 0.8 0.1 0.2 14.2 2.5
05/24/23 120.4 46,320 46,320 34.6 8.0 1.2 0.2 0.1 15.3 2.7
06/02/23 114.3 --46,320 38.0 9.0 1.4 0.2 0.2 16.8 2.9
06/09/23 110.7 --46,320 36.3 6.9 1.0 0.2 0.2 17.8 3.0
06/23/23 124.9 --46,320 31.4 3.6 0.5 0.1 0.1 18.3 3.1
3.0
Notes:
Dual Phase Extraction (DPE) system start-up was conducted on January 25, 2023.
From February 7, 2023 to Feburary 14, 2023, DPE system #1 was shut down due to a malfunctioning moisture separator tank pump.
Select days include flow rate recorded by remote telemetric monitoring system
(1) Organic vapor analyzer (OVA) readings performed with a photoionization detector (PID)
(2) Total volatile organic compound (VOC) mass is based on analytical samples collected from the off-gas discharge.
(3) TO-15 assumed concentration is estimated for days when analytical samples were not collected.
(4) Calculations assume the off-gas concentrations and flow rates remained consistent from the previous measurements.
-- = not measured
Date
Total Estimated Gallons of Jet Fuel Recovered in Vapor Phase
File: https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/O&M tablesO&M tablesDate: 6/28/2023
Table 9 (Page 1 of 1)
Hart & Hickman, PC
Table 10 (Page 1 of 1)
Summary of Estimated Mass Removal Rates at DPE-2
Airport Drive Release (UST Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
OVA Reading (1)TO-15 Total VOC
Mass(2)
TO-15 Assumed
Concentration(3)
Flow Rate for
Period Period Duration Total Mass for
Period (4)
Total Gallons for
Period
Average Mass
per Day
Total Cumulative
Mass
Total Cumulative
Gallons
ppm µg/m3 µg/m3 scfm days lbs gal lbs lbs gal
03/01/23 220.0 21,050 21,050 133.5 17.6 4.4 0.7 0.3 4.4 0.7
03/10/23 177.0 --21,050 128.6 4.4 1.1 0.2 0.2 5.5 0.8
03/17/23 185.0 --21,050 133.5 6.8 1.7 0.3 0.3 7.2 1.1
03/28/23 186.2 --21,050 131.0 8.5 2.1 0.3 0.2 9.3 1.4
04/06/23 161.0 --21,050 140.6 8.8 2.3 0.3 0.3 11.7 1.7
04/13/23 158.8 --21,050 143.3 7.1 1.9 0.3 0.3 13.6 2.0
05/02/23 227.0 --21,050 98.0 7.7 1.4 0.2 0.2 15.0 2.2
05/05/23 179.5 --21,050 147.2 3.1 0.9 0.1 0.3 15.9 2.3
05/11/23 153.7 --21,050 148.7 5.8 1.6 0.2 0.3 17.5 2.6
05/16/23 155.3 --21,050 99.0 5.3 1.0 0.1 0.2 18.5 2.7
05/24/23 180.4 6,160 6,160 148.2 7.8 0.6 0.1 0.1 19.1 2.8
06/02/23 153 --6,160 81.0 7.7 0.3 0.1 0.0 19.5 2.8
06/09/23 145.3 --6,160 88.4 1.8 0.1 0.01 0.0 19.5 2.9
06/22/23 NM --6,160 NM 9.5 NM NM NM NM NM
2.9
Notes:
Dual Phase Extraction (DPE) system start-up was conducted on January 24, 2023.
From February 3, 2023 to Feburary 14, 2023, DPE system #2 was shut down due to a malfunctioning moisture separator tank pump.
From April 21, 2023 to May 2, 2023, DPE system #2 was shut down due to emulsion clogging the zeolite vessel.
Select days include flow rate recorded by remote telemetric monitoring system
(1) Organic vapor analyzer (OVA) reading performed with a photoionization detector (PID)
(2) Total volatile organic compound (VOC) mass is based on analytical samples collected from the off-gas discharge.
(3) TO-15 assumed concentration is estimated for days when analytical samples were not collected.
(4) Calculations assume the off-gas concentrations and flow rates remained consistent from the previous measurements.
-- = not measured
Date
Total Estimated Gallons of Jet Fuel Recovered in Vapor Phase
File: https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/O&M tables,O&M tablesDate: 6/28/2023
Table 10 (Page 1 of 1)
Hart & Hickman, PC
Table 11 (Page 1 of 1)
Summary of DPE System LNAPL Recovery
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Total Amount of Cumulative Total Amount Cumulative Total Amount Cumulative
Vaporized Amount of of Liquid Amount of of Product Amount of
Recovery Product for of Vaporized Product Liquid Recovered Product
Product Type Duration Period Product for Period Product for Period Recovered
Date System ID (gas, diesel, etc.)Hours (gallons)(gallons)(gallons)(gallons)(gallons)(gallons)
DPE-1 Jet-A 610.4 0.8 0.8 NM NM NM NA
DPE-2 Jet-A 422.6 0.7 0.7 NM NM NM NA
DPE-1 Jet-A 740.5 0.2 1.0 NM NM NM NA
DPE-2 Jet-A 527.1 0.2 0.8 NM 103.6 NM 104.4
DPE-1 Jet-A 907.0 0.2 1.2 NM 73.5 NM 74.7
DPE-2 Jet-A 689.6 0.3 1.1 13.3 116.9 13.6 118.0
DPE-1 Jet-A 1041.4 NM NM 1.6 75.1 NM NA
DPE-2 Jet-A 794.8 NM NM 1.6 118.5 NM NA
DPE-1 Jet-A 1074.7 0.2 1.4 NM NM NM NA
DPE-2 Jet-A 893.5 0.3 1.4 NM NM NM NA
DPE-1 Jet-A 1287.2 0.2 1.6 36.5 111.6 36.7 113.2
DPE-2 Jet-A 1104.4 0.3 1.7 22.0 140.5 22.3 142.2
DPE-1 Jet-A 1454.2 0.2 1.8 0.0 111.6 0.2 113.4
DPE-2 Jet-A 1275.4 0.3 2.0 5.7 146.2 6.0 148.2
DPE-1 Jet-A 1645.9 0.2 2.0 23.8 135.4 24.0 137.4
DPE-2 Jet-A 1457.8 NM NM 22.6 168.8 NM NA
DPE-1 Jet-A 1817.8 0.2 2.2 468.0 603.4 468.2 605.6
DPE-2 Jet-A NM NM NM NM NM NM NA
5/2/2023 DPE-2 Jet-A 1459.2 0.2 2.2 778.8 947.6 779.0 949.8
DPE-1 Jet-A 1897.6 0.1 2.3 0.0 603.4 0.2 606.4
DPE-2 Jet-A 1532.7 0.1 2.3 NM NM NM NA
DPE-1 Jet-A 2039.1 0.2 2.4 3.4 606.8 3.5 610.3
DPE-2 Jet-A 1670.9 0.2 2.6 3.3 950.9 3.5 953.5
DPE-1 Jet-A 2161.7 0.1 2.5 5.0 611.8 5.1 614.3
DPE-2 Jet-A 1796.9 0.1 2.7 15.0 965.9 15.1 968.6
DPE-1 Jet-A 2354.3 0.1 2.7 10.0 621.8 10.1 624.5
DPE-2 Jet-A 1983.9 0.1 2.8 3.4 969.3 3.5 972.1
DPE-1 Jet-A 2570.0 0.2 2.9 10.0 631.8 10.2 634.7
DPE-2 Jet-A 2167.9 0.1 2.8 11.7 981.0 11.8 983.8
DPE-1 Jet-A 2735.4 0.2 3.0 42.1 673.9 42.3 676.9
DPE-2 Jet-A 2211.2 0.1 2.9 148.2 1129.2 148.3 1132.1
6/22/2023 DPE-2 Jet-A 2438.4 NM NM 5.0 1134.2 NM NA
1,809.0
Notes:
DPE = dual phase extraction
NA = not applicable
NM = not measured
3/1/2023
3/10/2023
3/17/2023
Total Estimated Gallons of Jet Fuel Recovered (Since January 2023 Start-Up)
3/24/2023
3/28/2023
4/6/2023
4/13/2023
4/21/2023
4/28/2023
5/5/2023
5/11/2023
5/16/2023
5/24/2023
6/2/2023
6/9/2023
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Data TablesDate:6/28/2023
Table 11 (Page 1 of 1)
Hart & Hickman, PC
Table 12 (Page 1 of 1)
Total LNAPL Recovery Through June 2023
Airport Drive Release (UST Section Incident #18989)
Charlotte, North Carolina
H&H Job No. CDA-044
Date of Type Total LNAPL
Recovery of Recovered
Event Event (gallons)
10/23/19 Pump 5.8
11/12/19 to 11/14/19 MMPE 220.4
1/8/20 to 6/20/23 Hand Bail 1018.3
6/14/21 to 6/16/21 MMPE 42.9
6/16/21 to 6/18/21 MMPE 212.0
9/9/2021 MMPE 32.5
12/7/2021 MMPE 55.5
3/3/2022 AFVR 58.6
6/2/2022 AFVR 31.9
9/7/2022 AFVR 40.7
1/25/23 to 6/9/23 DPE System #1 676.9
1/24/23 to 6/22/23 DPE System #2 1132.1
Notes:
MMPE = mobile multi-phase extraction
AFVR = aggressive fluild vapor recovery
DPE = dual phase extraction
2395.5
3527.6
1718.6
1677.9
1646.0
1587.4
1531.9
1499.4
1287.4
1244.5
Cumulative Total LNAPL
Recovered to Date
(gallons)
5.8
226.2
File:https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/June 2023/Tables/Date:6/26/2023
Table 12 (Page 1 of 1)
Hart & Hickman, PC
USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset,and National Transportation Dataset; USGS Global Ecosystems; U.S.Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data;U.S. Department of State Humanitarian Information Unit; and NOAANational Centers for Environmental Information, U.S. Coastal ReliefModel. Data refreshed May, 2020.
SITE LOCATION MAP
AIRPORT DRIVE RELEASE UST SECTION INCIDENT #18989 AIRPORT DRIVECHARLOTTE, NORTH CAROLINA
DATE: 3-24-21
JOB NO: CDA-044
REVISION NO: 0
FIGURE. 1
2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology
TITLE
PROJECT02,000 4,000
SCALE IN FEET
Path: \\HHFS01\Redirectedfolders\sperry\My Documents\ArcGIS\PROJECTS\CDA-044\Figure-1.mxdN
U.S.G.S. QUADRANGLE MAP
CHARLOTTE WEST, NORTH CAROLINA 2013
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
SITE
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 2
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
LEGEND
PARCEL LINE
CREEK/STREAM
BANK OF AMERICA (BoA) FUEL LINE
WILSON FUEL LINE
ABOVEGROUND STORAGE TANK
SITE MAP
NOTES:
1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2021.
2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS, 2023.
3.SITE FEATURE LOCATIONS ARE APPROXIMATE AND ARE BASED ON
FIELD MEASUREMENTS.AST
ASHL
E
Y
CI
R
CL
E
ASHLEY
C
I
R
C
L
E
AIRPORT DRIVEWILSON AIR FUEL
DISPENSER
BoA FUEL
DISPENSER
WILSON
ASTs
BoA
ASTs
RETAINING
WALL
FORMER USTs
(REMOVED 2011)
LNAPL SEEP
LOCATION
STORMWATER
RETENTION BASIN
STORMWATER INLET STRUCTURE/
CULVERT JUNCTION BOX
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL (NO
LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
11506403
5751 AIRPORT DR LLC
11506401
CITY OF CHARLOTTE
11506402
CITY OF CHARLOTTE
11506301
CITY OF CHARLOTTE
CORPORATE HANGAR
(TRUIST)
11521103
CITY OF CHARLOTTE
CORPORATE
HANGARS
THE HARVEST
CENTER
11506102
JACKSON PARK MINISTRIES
CORPORATE HANGAR
(LOWE'S)
RETAINING
WALL
RETAINING
WALL
BoA NORTH
HANGAR
BoA SOUTH
HANGAR
BoA FUEL
DISPENSER
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, FIG-2, 6/27/2023 10:10:06 PM, tmarbuery
MW-3
TMW-2
MW-16
WM-1
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-21
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 3
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
ASHLE
Y
CI
R
CL
EAIRPORT DRIVEWILSON
ASTs
BoA
ASTs
LNAPL SEEP
LOCATION
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL (NO
LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
LEGEND
PARCEL LINE
CREEK/STREAM
BANK OF AMERICA (BoA) FUEL LINE
WILSON FUEL LINE
MONITORING WELL LOCATION
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING WELL
RECOVERY WELL
MONITORING WELL AND
RECOVERY WELL LOCATION MAP
NOTES:
1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2021.
2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS, 2023.
3.MONITORING AND RECOVERY WELL LOCATIONS BASED ON DPE SYSTEM
AS-BUILT SURVEY PERFORMED BY CES GROUP ENGINEERS, LLP DATED
APRIL 13,2023.S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, FIG-3, 6/27/2023 10:10:56 PM, tmarbuery
MW-3
TMW-2
MW-16
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8 ASHLEY CIRCLEAIRPORT DRIVEBOA
ASTs
CITY OF
CHARLOTTE
PIN11521103
JACKSON PARK
MINISTRIES
PIN11506102
CITY OF
CHARLOTTE
PIN11506401
CITY OF
CLT WILSON AIR
CENTER GA FUEL
FARM
WILSON
ASTs
DPE
#
2
DPE #1
DPE CARRIER PIPE CONDUIT
LEGEND
PARCEL LINE
CHAIN LINK FENCE
CREEK/STREAM
MONITORING WELL
EXISTING RECOVERY WELL
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING WELL
DPE CARRIER LINE/TRENCH (APPROXIMATE)
DPE TREATED WATER EFFLUENT LINE
DPE SYSTEM LOCATION
BLOCK RETAINING WALL
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 4
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
DPE SYSTEM LAYOUT
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTES
1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS,
2021.
2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY
GIS, 2023.
3.MONITORING AND RECOVERY WELL LOCATIONS BASED ON
DPE SYSTEM AS-BUILT SURVEY PERFORMED BY CES GROUP
ENGINEERS, LLP DATED APRIL 13, 2023.
DPE #1
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, DPE Layout - FIG 4, 6/28/2023 4:41:42 PM, kmckinney
MW-3
TMW-2
STREAM-2
STREAM-1
(643.94)
(653.12)
(663.02)
(666.98)
(688.43)(671.05)
645645650
655
660
665
670
685
680
675
670
665660655640
640
(688.52)
(672.48)
(668.15)
(670.29)
(666.29)
(665.09)
(664.65)
(664.52)
(663.16)(666.93)
(657.48)
(651.41)
(651.90)
(648.74)
(643.39)
(646.99)
(641.31)(639.39)
(640.34)(646.92)
(639.80)
(651.02)
(644.79)
(NM)
(NM)
(NM)
(661.49
(NM)
(649.04)
(647.85)
(643.67)
(645.36)
(638.74)
(639.21)
(647.12)685680675650(642.41)
MW-16
WM-1
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-21
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8 ASHLEY CIRCLEAIRPORT DRIVEBOA
ASTs
CITY OF
CHARLOTTE
PIN11521103
JACKSON PARK
MINISTRIES
PIN11506102
JACKSON PARK
MINISTRIES
PIN11506104
CITY OF
CHARLOTTE
PIN11506401
CITY OF
CHARLOTTE
PIN11506402
CLT WILSON AIR
CENTER GA FUEL
FARM
WILSON
ASTs
DPE
#
2
DPE #1
DPE CARRIER PIPE CONDUIT
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 5A
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
POTENTIOMETRIC SURFACE MAP
(JUNE 20, 2023)
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTES
1.PARCEL DATA OBTAINED FROM MECKLENBURG
COUNTY GIS, 2021.
2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS, 2023.
3.MONITORING AND RECOVERY WELL LOCATIONS
BASED ON DPE SYSTEM AS-BUILT SURVEY
PERFORMED BY CES GROUP ENGINEERS, LLP DATED
APRIL 13, 2023.
4.WATER TABLE ELEVATION ADJUSTED FOR PRESENCE
OF LNAPL, IF DETECTED.
5.RW-03, RW-12 AND RW-18 NOT USED IN CONTOURING.
6.DPE SYSTEM #1 WAS NOT OPERATING ON JUNE 20,
2023.
7.NM = NOT MEASURED
STORMWATER OUTFALL (NO
LNAPL OBSERVED)
LEGEND
PARCEL LINE
CREEK/STREAM
BANK OF AMERICA (BoA) FUEL LINE
WILSON FUEL LINE
MONITORING WELL LOCATION
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING WELL
RECOVERY WELL
WATER TABLE ELEVATION (FT MSL)
JUNE 20, 2023
DPE CARRIER LINE/TRENCH (APPROXIMATE)
ESTIMATED WATER TABLE ELEVATION
CONTOUR LINE (FT MSL) (DASHED WHERE
INFERRED)
INFERRED GROUNDWATER FLOW DIRECTION
DPE SYSTEM LOCATION
BLOCK RETAINING WALL
(647.12)
DPE #1
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, FIG-5A, 6/28/2023 4:42:06 PM, kmckinney
MW-3
TMW-2
(645.24)
685 685680 680675670675
670
665
665
660655650660
645655
650
(642.67*)
(643.11)
(646.43)
(643.23)
(646.70)
(647.36)
(643.27)
(643.65)(645.24)
(647.32*)
(648.81)
(652.17)
(647.61)
(652.37)
645
(652.39)
(652.46)
(651.80)
(656.34)
(659.39*)
(661.93)
(664.78)(662.23*)
(661.40)
(663.87)
(663.44)
(663.85)
(665.89)
(666.32)
(667.98)
(669.31)
(667.33)
(669.12)
(672.27*)
(669.95)(686.47)(687.47)
(643.92)
(NM)
(NM)
MW-16
WM-1
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-21
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8 ASHLEY CIRCLEAIRPORT DRIVEBOA
ASTs
CITY OF
CHARLOTTE
PIN11521103
JACKSON PARK
MINISTRIES
PIN11506102
JACKSON PARK
MINISTRIES
PIN11506104
CITY OF
CHARLOTTE
PIN11506401
CITY OF
CHARLOTTE
PIN11506402
CLT WILSON AIR
CENTER GA FUEL
FARM
WILSON
ASTs
DPE
#
2
DPE #1
DPE CARRIER PIPE CONDUIT
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 5B
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
BASELINE POTENTIOMETRIC SURFACE MAP
(DECEMBER 7, 2022)
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
WILSON
ASTs
BoA
ASTs
LNAPL SEEP
LOCATION
CULVERT
(LNAPL OBSERVED)
NEW STORMWATER OUTFALL
(NO LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
LEGEND
PARCEL LINE
CREEK/STREAM
BANK OF AMERICA (BoA) FUEL LINE
WILSON FUEL LINE
MONITORING WELL LOCATION
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING WELL
RECOVERY WELL
DPE CARRIER LINE/TRENCH (APPROXIMATE)
WATER TABLE ELEVATION (FT MSL)
DECEMBER 7, 2022
ESTIMATED WATER TABLE ELEVATION
CONTOUR LINE (FT MSL) (DASHED WHERE
INFERRED)
INFERRED GROUNDWATER FLOW DIRECTION
DPE SYSTEM LOCATION
BLOCK RETAINING WALL
NOTES:
1.PARCEL DATA OBTAINED FROM MECKLENBURG
COUNTY GIS, 2021.
2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS, 2023.
3.MONITORING AND RECOVERY WELL LOCATIONS BASED
ON DPE SYSTEM AS-BUILT SURVEY PERFORMED BY
CES GROUP ENGINEERS, LLP DATED APRIL 13, 2023.
4.WATER TABLE ELEVATION ADJUSTED FOR PRESENCE
OF LNAPL, IF DETECTED.
5.WATER TABLE ELEVATIONS WITH AN * WERE
MEASURED ON DECEMBER 9, 2022
6.NM = NOT MEASURED
(652.17)
DPE #1
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, FIG-5B, 6/28/2023 4:42:22 PM, kmckinney
MW-3
TMW-2
STREAM-2
STREAM-1
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(0.02)
(NP)
(NP)
(NP)
(NP)
(NM)
(NP)
(NP)
(NP)
(0.06)
(NP)(NP)(NP)
(NP)
(6.05)
(NP)
(NM)
MW-16
WM-1
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-21
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8
(NM)ASHLEY CIRCLEAIRPORT DRIVEBOA
ASTs
CITY OF
CHARLOTTE
PIN11521103
JACKSON PARK
MINISTRIES
PIN11506102
JACKSON PARK
MINISTRIES
PIN11506104
CITY OF
CHARLOTTE
PIN11506401
CITY OF
CHARLOTTE
PIN11506402
CLT WILSON AIR
CENTER GA FUEL
FARM
WILSON
ASTs
DPE
#
2
DPE #1
DPE CARRIER PIPE CONDUIT
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 6A
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
LNAPL EXTENT AND CONTOUR MAP
(JUNE 20, 2023)
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
LNAPL SEEP
LOCATION
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL
(LNAPL OBSERVED)
LEGEND
PARCEL LINE
CREEK/STREAM
BANK OF AMERICA (BoA) FUEL LINE
WILSON FUEL LINE
MONITORING WELL LOCATION
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING
WELL
RECOVERY WELL
LNAPL THICKNESS (FEET)
CONTOUR OF LNAPL PLUME THICKNESS (FEET)
DPE CARRIER LINE/TRENCH (APPROXIMATE)
DPE TREATED WATER EFFLUENT LINE
DPE SYSTEM LOCATION
BLOCK RETAINING WALL
NOTES:
1. PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2021.
2. AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS,
2023.
3. MONITORING AND RECOVERY WELL LOCATIONS BASED ON DPE
SYSTEM AS-BUILT SURVEY PERFORMED BY CES GROUP
ENGINEERS, LLP DATED APRIL 13, 2023.
4. PRODUCT THICKNESS MEASUREMENTS COLLECTED ON JUNE 20,
2023.
5. 2020 WOOD ENVIRONMENT & INFRASTRUCTURE SOLUTIONS, INC.
LIF LOCATIONS 04-LIF, 10-LIF, 11-LIF, 12-LIF, AND 14-LIF ARE NOT
SHOWN BUT PROVIDE DELINEATION TO THE WEST.
6. NM = NOT MEASURED
NP = NO PRODUCT
DPE #1
(6.05)
1.5
1
.
5
>
0
.
0
1
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, FIG-6A, 6/28/2023 4:47:26 PM, kmckinney
MW-3
TMW-2
MW-16
WM-1
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-21
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8 ASHLEY CIRCLEAIRPORT DRIVEBOA
ASTs
CITY OF
CHARLOTTE
PIN11521103
JACKSON PARK
MINISTRIES
PIN11506102
JACKSON PARK
MINISTRIES
PIN11506104
CITY OF
CHARLOTTE
PIN11506401
CITY OF
CHARLOTTE
PIN11506402
CLT WILSON AIR
CENTER GA FUEL
FARM
WILSON
ASTs
DPE
#
2
DPE #1
DPE CARRIER PIPE CONDUIT
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. 6B
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
LNAPL SEEP
LOCATION
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL
(LNAPL OBSERVED)
1.5
LNAPL EXTENT AND CONTOUR MAP
(DECEMBER 7, 2022)
WILSON
ASTs
BoA
ASTs
(NP)1.5
1
.
5
>0.0
1
>0.01
>0.01
(NP)(NP)
(0.22*)
(NP)
(1.03)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(2.82)
(0.47*)
(1.30)
(NP)
(0.30)
(NP)(NP)(NP)(NP)
(NP)
(NP)
(NP)
(NP)
(0.40)
(NP)
(0.45)
(2.87)
(NP)
(NP)
(0.18*)
(0.71)
LEGEND
PARCEL LINE
CREEK/STREAM
BANK OF AMERICA (BoA) FUEL LINE
WILSON FUEL LINE
MONITORING WELL LOCATION
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING
WELL
RECOVERY WELL
DPE CARRIER LINE/TRENCH (APPROXIMATE)
LNAPL THICKNESS (FEET)
CONTOUR OF LNAPL PLUME THICKNESS (FEET)
DPE SYSTEM LOCATION
BLOCK RETAINING WALL
NOTES:
1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY
GIS, 2021.
2.AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS, 2023.
3.MONITORING AND RECOVERY WELL LOCATIONS BASED
ON DPE SYSTEM AS-BUILT SURVEY PERFORMED BY CES
GROUP ENGINEERS, LLP DATED APRIL 13, 2023.
4.PRODUCT THICKNESS MEASUREMENTS COLLECTED ON
DECEMBER 7, 2022.
5.2020 WOOD ENVIRONMENT & INFRASTRUCTURE
SOLUTIONS, INC. LIF LOCATIONS 04-LIF, 10-LIF, 11-LIF,
12-LIF, AND 14-LIF ARE NOT SHOWN BUT PROVIDE
DELINEATION TO THE WEST.
6.NM = NOT MEASURED
NP = NO PRODUCT
(NP)
(2.82)
(NM)
DPE #1
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, FIG-6B, 6/28/2023 4:46:00 PM, kmckinney

Appendix A As-Built DPE System Figures
MW-3
TMW-2
MW-16
MW-10
MW-9
MW-4
MW-7
MW-2
MW-1
MW-13
MW-14
MW-6
MW-5
MW-12
MW-18
MW-19
MW-17
MW-22
MW-20
MW-15
MW-8
RW-1RW-2
RW-3
RW-19
RW-6
RW-5
RW-4
RW-9
RW-13
RW-14
RW-18
RW-16
RW-10
MW-11/ RW-7
RW-17
RW-15
RW-12
RW-11
RW-8 ASHLEY CIRCLEAIRPORT DRIVEBOA
ASTs
CITY OF
CHARLOTTE
PIN11521103
JACKSON PARK
MINISTRIES
PIN11506102
CITY OF
CHARLOTTE
PIN11506401
CITY OF
CLT WILSON AIR
CENTER GA FUEL
FARM
WILSON
ASTs
DPE
#
2
DPE #1
DPE CARRIER PIPE CONDUIT
LEGEND
PARCEL LINE
CHAIN LINK FENCE
CREEK/STREAM
MONITORING WELL
EXISTING RECOVERY WELL
ABANDONED MONITORING WELL
ABANDONED TEMPORARY MONITORING WELL
DPE CARRIER LINE/TRENCH (APPROXIMATE)
DPE TREATED WATER EFFLUENT LINE
DPE SYSTEM LOCATION
BLOCK RETAINING WALL
JOB NO. CDA-044
REVISION NO. 0DATE: 6-27-23
FIGURE NO. APP. A - FIG. 1
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
AS-BUILT DPE SYSTEM LAYOUT
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTES
1. PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS,
2021.
2. AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY
GIS, 2023.
3. MONITORING AND RECOVERY WELL LOCATIONS BASED ON
DPE SYSTEM AS-BUILT SURVEY PERFORMED BY CES GROUP
ENGINEERS, LLP DATED APRIL 13, 2023.
DPE #1
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\June 2023\Figures\Working Files_06262023\DPE System Layout_2.dwg, DPE Layout - FIG 4, 6/28/2023 4:41:42 PM, kmckinney
3" GSP3" GSP3" GSP
1.25" GSP
3" GSP
2" RUB
(TYP)
2" GSP
(TYP)
PANEL LIGHTS / INDICATORS
DPE SYSTEM OPERATING
MS TRANSFER PUMP OPERATING
WHT TRANSFER PUMP OPERATING
HOUR METER (DEPICTING DPE
BLOWER OPERATING HOURS)
TEMPERATURE INDICATOR
(AMBIENT AIR INSIDE TRAILER)
PANEL SWITCHES
MS PUMP
PRODUCT TRANSFER PUMP #1 (SOLENOID)
WHT TRANSFER PUMP
COMPRESSOR
ALARM LIGHTS
MS LSHH
PST LSHH
WHT LSHH
PHT LSHH
2" GSP
(TYP)
MANUAL DRAIN1" GSP0.75" GSP0.75" RUB
1.25"
RUB
1.50"
GSP
1.50"
GSP
1.25" GSP
NO
NC NC VENTVENTMANUAL
DRAIN1" GSPMANUALDILUTION2" GSP4" GSP DISCHARGE TOATMOSPHERE(12' ABOVE GRADE)3" GSP
MANUAL
DRAIN1" GSP
1" GSP
VENT ATROOFLINE1" MANUAL DRAINS
(TYP OF 2)1" SS VENT1.25" GSP1.50" HOSE 0.50" GSP0.5" GSP
0.5" RUB
AIR COMP.
0.50" OD POLY
2" RUB, GRAVITY DRAINVENT2" RUB
2" PVC1.5" GSPMANUAL
DRAIN1" GSP
1.5"RUB1.5"GSP1.25"
GSP VENTVENTMANUAL
DRAIN1" GSPMANUAL
DRAIN1" GSP2" HOSE VENTBACKWASH OUTLETCONNECTIONMANUALDRAIN1" GSP
2" PVC
BACKWASH INLETCONNECTIONVENTBACKWASH OUTLETCONNECTIONMANUALDRAIN1" GSP
2" PVC
BACKWASH INLETCONNECTIONVENTBACKWASH OUTLETCONNECTIONMANUALDRAIN1" GSP
2" PVC
BACKWASH INLETCONNECTIONMAKITA 3HP
1.50" GSP
INLET CONNECTIONINLET CONNECTIONINLET CONNECTIONOUTLET CONNECTIONOUTLET CONNECTIONOUTLET CONNECTION2" HOSE2" HOSEREVISION NO. 0
JOB NO. CDA-044
DATE: 6-23-23
FIGURE NO. APP.A - FIG. 2
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
AS-BUILT P&ID FOR
DPE SYSTEMS #1 AND #2
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
PRESSURE REGULATING
VALVE
GATE VALVE
BALL VALVE
CHECK VALVE
ROTOMETER
SOLENOID
VACUUM RELIEF VALVE
SAMPLE PORT
FLANGE / UNION
PITOT TUBE
ELECTRIC CONTROL LINE
TOTALIZING FLOW METER
(LIQUID)
VAPOR FLOW INDICATOR
VACUUM INDICATOR/
TRANSMITTER
PRESSURE INDICATOR
TEMPERATURE INDICATOR/
SWITCH/TRANSMITTER
PRESSURE SWITCH HIGH/HIGH
LEVEL SWITCH HIGH/HIGH
LEVEL SWITCH LOW/LOW
LEVEL SWITCH HIGH
LEVEL SWITCH LOW
LEGEND
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\CAP\Figures\AsBuilts\PID&Wellhead As-Builts.dwg, PID 11 X 17, 6/27/2023 10:30:22 PM, tmarbuery
TYPICAL DUAL PHASE EXTRACTION (DPE) RECOVERY WELL DETAIL - ELEVATION VIEW
(NOT TO SCALE)
â
TYPICAL PIPE TRENCH SECTIONS
(NOT TO SCALE)
SEE NOTE #1
SINGLE PIPE TRENCH TWO TO SIX PIPE TRENCH
DRIVEWAY CROSSING #1 TRENCH
(PORTION WITH TWO PIPES)
â
DRIVEWAY CROSSING #1 TRENCH
(PORTION WITH THREE PIPES)DRIVEWAY CROSSING #2 TRENCH
RW-4 PIPE TRENCH IN CONCRETE DRIVE RW-4 PIPE TRENCH IN ASPHALT DRIVE
REVISION NO. 0
JOB NO. CDA-044
DATE: 6-23-23
FIGURE NO. APP.A - FIG. 3
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
AS-BUILT DPE WELLHEAD AND
PIPING/TRENCH DETAILS
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\CAP\Figures\AsBuilts\PID&Wellhead As-Builts.dwg, W&T 11 X 17, 6/27/2023 10:29:54 PM, tmarbuery
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Copyright 2021 CES Group Engineers, LLP
H A R T ERIIM.SIC
NARF IANILORACHTRONL
ISSEFORP
L
AN
D SU RV YE
ANO
RO
1
DRAWN BY: FMH
CHECKED BY: KCH
PROJECT NUMBER:
8116
DRAWING TITLE:
SHEET NUMBER:
SEAL:
DATE:NO:DESCRIPTION:
DRAWING REVISIONSDPE SYSTEM ASBUILTAIRPORT DRIVE RELEASEUST INCIDENT #18989AIRPORT DRIVECHARLOTTE, NORTH CAROLINADATE: 04/13/2023
SCALE : 1" = 40'
CES GROUP
ENGINEERS, LLP

www.ces-group.net
NC FIRM LICENSE #F-1240
3525 WHITEHALL PARK DRIVE
SUITE 150
T 704. 489.1500
CHARLOTTE, NC 28273NC GRIDNAD 83/2011LEGEND 8116 - Airport
Drive DPE
System As-Built

Appendix B Disposal Documentation
NON-HAZARDOUS
WASTE MANIFEST
1. Generator ID Number 2. Page 1 of 3. Emergency Response Phone 4. Waste Tracking Number
1 04-273-1500 2 7 0 9 7
5. Generato(s Name and Mailing Address
Chertottt Douglas Airport
4800 Tunnel Road
Charlotte NC
Generato(s Site Address (if different than mailing address)
Chertotte Douglas Airport
5513 Airport Drive
Generato(s Phone:
6. Transporter 1 Company Name
Contaminant Control. INC.
7. Transporter 2 Company Name
8. Designated Facility Name and Site Address
CCI Environmental/CWT
708 Martin Luther King JR Drive
Thornasvllle NC 27360
Facili s Phone:
9. Waste Shipping Name and Description
Charlotte NC 28208
10. Containers
No. Type
1Non-Hezerctous Mlttrtel N.o .s . (Wattr/011 end Sludge from Separator
Cleenln~ & Media used to nrttr)
0 0 1 TT
2.
3.
4.
13. Special Handling Instructions and Additional lnfonnalion
l 17. Discrepancy
17a. Discrepancy Indication Space Douantity Drype D Residue
Manifest Reference Number:
5 17b. Alternate Facility (or Generator)
0 if Facili1y's Phone:
@ 17c. Signature of Alternate Facility (or Generator)
ti
U.S. EPA ID Number
U.S. EPA ID Number
N C R O O O 1 7 5 0 ,
11. Total 12. Un~
Quantity WtNol.
2..52\
G
D Partial Rejection D Full Rejection
U.S. EPA ID Number
Month Day
~t--------------------------~------------------~~-~-~--iii w C
! 18. Designated Facility Owner or Operator: CertifJCation of receipt of materials covered by the manifest except as noted in Item 17a
Print yped Name
l
169-BLC·O 5 11977 (Rev. 9/09) DESIGNATED FACILITY TO GENERATOR

Appendix C DPE Operation and Maintenance Logs
CamScanner
CamScanner
CamScanner
CamScanner
Charlotte Airport – 5414 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #1
Operation and Maintenance Log
(Page 1 of 2)

Site Visit Date _______________ Operator Name _____________________________
Arrival Time ________________ Departure Time ____________________________
DPE System Running Upon Arrival? Yes / No
Reason for Shutdown: ____________________________________________________
________________________________________________________________________
________________________________________________________________________
Control Panel Readings
Hour Meter Reading ________ VFD Hz _________Time of Reading______________

DPE System Readings (air side)
Field Vacuum _____________(“Hg)
Well Field Air Flow _____________( Diff. Pressure “ H2O)
Well Field Air Temp _____________(°F)
Liquid Ring Pump Readings
LRP Vacuum (mounted on unit) __________(“Hg)
LRP Exhaust Air Flow Temp______(°F) ______(FPM), ______(Diff. Pressure “H2O)
LRP Oil Temperature ______(°F) Oil Pressure ______ (PSI)
Separator Cartridge ______ (PSI)
Oil Level in Site Tube ______ Oil Added? Yes / No Oil Changed? Yes / No

DPE System Readings (fluid side)
Knockout Tank Transfer Pump Pressure ________(PSI); Flow _________(GPM)
Oil/Water Separator Tank Transfer Pump Pressure ________(PSI)
Flow Meter Reading ____________________(gallons)
Bag Filter #1 Pressure _________(PSI) Bag Filter #2 Pressure _________(PSI)
Bag Filters Changed? Yes / No Bag Filter #1 ________(PSI) Bag Filter #2
________(PSI)
Oil Water Separator Product Skimmed? Yes / No Separator Drained/Cleaned? Yes / No

Zeolite Vessel #1
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #2
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #3
Pressure _______(PSI) Media Swapped Out? Yes / No

Out-Fall Condition (Ditch)__________________________________________________

Additional Comments_____________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
Yes /
/No / No
____
/ No
/ No / No
/ No
/ No
/ No
03/28/23 M. Westendorf
1315
1074.685 60 1502
20
0.35
70
17
156 1161 N/A
180 2
1.7
OK
7N/A
50
135,610
1516
11.5
3
0
Charlotte Airport – 5414 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #1
Operation and Maintenance Log
(Page 2 of 2)
System Sampling
Off gas measured with PID/OVA? Yes / No If Yes, Concentration ____________ (PPM)
Off gas sample taken for Laboratory analysis? Yes / No Time Sampled ____________
Pre Zeolite Water Sample Collected? Yes / No Time Sampled ____________
Mid Carbon Water Sample Collected? Yes / No Time Sampled ____________
Post Carbon Water Sample Collected? Yes / No Time Sampled ____________

Recovery Well Measurements
RW-1 On / Off Vacuum ______(“Hg) Changes________________________________
RW-4 On / Off Vacuum ______(“Hg) Changes________________________________
RW-5 On / Off Vacuum ______(“Hg) Changes________________________________
RW-6 On / Off Vacuum ______(“Hg) Changes________________________________
RW-7 On / Off Vacuum ______(“Hg) Changes________________________________
RW-8 On / Off Vacuum ______(“Hg) Changes________________________________
RW-9 On / Off Vacuum ______(“Hg) Changes________________________________
RW-10 On / Off Vacuum ______(“Hg) Changes________________________________
Product Recovery Tank
Water Thickness- ___________ Inches = __________ Gallons
Product Thickness -__________ Inches = __________ Gallons
Tank Emptied Yes/No, Details______________________________________________
Comments: (Repair Work, Observations, etc.);__________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________

h PID/Yes /
/ No
/ No
/ No
/ No
143.4
19.5
20.25
20.5
20.5
20.5
19.5
20
20.5
Charlotte Airport – 5513 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #2
Operation and Maintenance Log
(Page 1 of 2)

Site Visit Date _______________ Operator Name _____________________________
Arrival Time ________________ Departure Time ____________________________
DPE System Running Upon Arrival? Yes / No
Reason for Shutdown: ____________________________________________________
________________________________________________________________________
________________________________________________________________________
Control Panel Readings
Hour Meter Reading ________ VFD Hz _________Time of Reading______________

DPE System Readings (air side)
Field Vacuum _____________(“Hg)
Well Field Air Flow _____________( Diff. Pressure “ H2O)
Well Field Air Temp _____________(°F)
Liquid Ring Pump Readings
LRP Vacuum (mounted on unit) __________(“Hg)
LRP Exhaust Air Flow Temp______(°F) ______(FPM), ______(Diff. Pressure “H2O)
LRP Oil Temperature ______(°F) Oil Pressure ______ (PSI)
Separator Cartridge ______ (PSI)
Oil Level in Site Tube ______ Oil Added? Yes / No Oil Changed? Yes / No

DPE System Readings (fluid side)
Knockout Tank Transfer Pump Pressure ________(PSI); Flow _________(GPM)
Oil/Water Separator Tank Transfer Pump Pressure ________(PSI)
Flow Meter Reading __________________(gallons)
Bag Filter #1 Pressure _________(PSI) Bag Filter #2 Pressure _________(PSI)
Bag Filters Changed? Yes / No Bag Filter #1 ________(PSI) Bag Filter #2
________(PSI)
Oil Water Separator Product Skimmed? Yes / No Separator Drained/Cleaned? Yes / No

Zeolite Vessel #1
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #2
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #3
Pressure _______(PSI) Media Swapped Out? Yes / No

Out-Fall Condition (Ditch)__________________________________________________

Additional Comments_____________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
Yes /
/No / No
/ No
/ No
/ No
/ No
___
Yes /
Yes /
03/28/23 M. Westendorf
1315
893.529 60 1354
15.5
1.5
75
17
148 2668 N/A
160 2.25
1.8
ok
8N/A
50
223,500
1923
15
15
15
2
0
GOOD
Charlotte Airport – 5513 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #2
Operation and Maintenance Log
(Page 2 of 2)
System Sampling
Off gas measured with PID/OVA? Yes / No If Yes, Concentration ____________ (PPM)
Off gas sample taken for Laboratory analysis? Yes / No Time Sampled ____________
Pre Zeolite Water Sample Collected? Yes / No Time Sampled ____________
Mid Carbon Water Sample Collected? Yes / No Time Sampled ____________
Post Carbon Water Sample Collected? Yes / No Time Sampled ____________

Recovery Well Measurements
RW-3 On / Off Vacuum ______(“Hg) Changes________________________________
RW-11 On / Off Vacuum ______(“Hg) Changes________________________________
RW-12 On / Off Vacuum ______(“Hg) Changes________________________________
RW-13 On / Off Vacuum ______(“Hg) Changes________________________________
RW-14 On / Off Vacuum ______(“Hg) Changes________________________________
RW-15 On / Off Vacuum ______(“Hg) Changes________________________________
RW-16 On / Off Vacuum ______(“Hg) Changes________________________________
RW-17 On / Off Vacuum ______(“Hg) Changes________________________________
RW-18 On / Off Vacuum ______(“Hg) Changes________________________________
RW-19 On / Off Vacuum ______(“Hg) Changes________________________________
Product Recovery Tank
Water Thickness- ___________ Inches = __________ Gallons
Product Thickness -__________ Inches = __________ Gallons
Tank Emptied Yes/No, Details______________________________________________
Comments: (Repair Work, Observations, etc.);__________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
h PID/Yes /
/ No
/ No
/ No
/ No
186.2
16
15
15.5
15
15
15
15
15.5
15
16
CamScanner
CamScanner
CamScanner
CamScanner
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CamScanner
CamScanner
CamScanner
CamScanner
CamScanner
CamScanner
CamScanner
CamScanner
CamScanner
CamScanner
Charlotte Airport – 5414 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #1
Operation and Maintenance Log
(Page 1 of 2)

Site Visit Date _______________ Operator Name _____________________________
Arrival Time ________________ Departure Time ____________________________
DPE System Running Upon Arrival? Yes / No
Reason for Shutdown: ____________________________________________________
________________________________________________________________________
________________________________________________________________________
Control Panel Readings
Hour Meter Reading ________ VFD Hz _________Time of Reading______________

DPE System Readings (air side)
Field Vacuum _____________(“Hg)
Well Field Air Flow _____________( Diff. Pressure “ H2O)
Well Field Air Temp _____________(°F)
Liquid Ring Pump Readings
LRP Vacuum (mounted on unit) __________(“Hg)
LRP Exhaust Air Flow Temp______(°F) ______(FPM), ______(Diff. Pressure “H2O)
LRP Oil Temperature ______(°F) Oil Pressure ______ (PSI)
Separator Cartridge ______ (PSI)
Oil Level in Site Tube ______ Oil Added? Yes / No Oil Changed? Yes / No

DPE System Readings (fluid side)
Knockout Tank Transfer Pump Pressure ________(PSI); Flow _________(GPM)
Oil/Water Separator Tank Transfer Pump Pressure ________(PSI)
Flow Meter Reading ____________________(gallons)
Bag Filter #1 Pressure _________(PSI) Bag Filter #2 Pressure _________(PSI)
Bag Filters Changed? Yes / No Bag Filter #1 ________(PSI) Bag Filter #2
________(PSI)
Oil Water Separator Product Skimmed? Yes / No Separator Drained/Cleaned? Yes / No

Zeolite Vessel #1
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #2
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #3
Pressure _______(PSI) Media Swapped Out? Yes / No

Out-Fall Condition (Ditch)__________________________________________________

Additional Comments_____________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
Yes /
/No / No
___
Yes /
Yes // No
/ No
/ No
/ No
5/16/2023 Matt Westendorf
1015
2161.658 46 1205
18.5
0.3
72.5
19
157 924 N/A
165 N/A
1.2
OK
8N/A
50
250170
1819
9
10
12
5
0
GOOD
Charlotte Airport – 5414 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #1
Operation and Maintenance Log
(Page 2 of 2)
System Sampling
Off gas measured with PID/OVA? Yes / No If Yes, Concentration ____________ (PPM)
Off gas sample taken for Laboratory analysis? Yes / No Time Sampled ____________
Pre Zeolite Water Sample Collected? Yes / No Time Sampled ____________
Mid Carbon Water Sample Collected? Yes / No Time Sampled ____________
Post Carbon Water Sample Collected? Yes / No Time Sampled ____________

Recovery Well Measurements
RW-1 On / Off Vacuum ______(“Hg) Changes________________________________
RW-4 On / Off Vacuum ______(“Hg) Changes________________________________
RW-5 On / Off Vacuum ______(“Hg) Changes________________________________
RW-6 On / Off Vacuum ______(“Hg) Changes________________________________
RW-7 On / Off Vacuum ______(“Hg) Changes________________________________
RW-8 On / Off Vacuum ______(“Hg) Changes________________________________
RW-9 On / Off Vacuum ______(“Hg) Changes________________________________
RW-10 On / Off Vacuum ______(“Hg) Changes________________________________
Product Recovery Tank
Water Thickness- ___________ Inches = __________ Gallons
Product Thickness -__________ Inches = __________ Gallons
Tank Emptied Yes/No, Details______________________________________________
Comments: (Repair Work, Observations, etc.);__________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________

h PID/Yes /
/ No
/ No
/ No
/ No
_____
/No,
152.7
18.5
19
19.5
19
19.5
19.5
19.5
19.5
2.5
.125
Serttling Tank= .05' of LNAPL .23' of emulsion
Charlotte Airport – 5513 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #2
Operation and Maintenance Log
(Page 1 of 2)

Site Visit Date _______________ Operator Name _____________________________
Arrival Time ________________ Departure Time ____________________________
DPE System Running Upon Arrival? Yes / No
Reason for Shutdown: ____________________________________________________
________________________________________________________________________
________________________________________________________________________
Control Panel Readings
Hour Meter Reading ________ VFD Hz _________Time of Reading______________

DPE System Readings (air side)
Field Vacuum _____________(“Hg)
Well Field Air Flow _____________( Diff. Pressure “ H2O)
Well Field Air Temp _____________(°F)
Liquid Ring Pump Readings
LRP Vacuum (mounted on unit) __________(“Hg)
LRP Exhaust Air Flow Temp______(°F) ______(FPM), ______(Diff. Pressure “H2O)
LRP Oil Temperature ______(°F) Oil Pressure ______ (PSI)
Separator Cartridge ______ (PSI)
Oil Level in Site Tube ______ Oil Added? Yes / No Oil Changed? Yes / No

DPE System Readings (fluid side)
Knockout Tank Transfer Pump Pressure ________(PSI); Flow _________(GPM)
Oil/Water Separator Tank Transfer Pump Pressure ________(PSI)
Flow Meter Reading __________________(gallons)
Bag Filter #1 Pressure _________(PSI) Bag Filter #2 Pressure _________(PSI)
Bag Filters Changed? Yes / No Bag Filter #1 ________(PSI) Bag Filter #2
________(PSI)
Oil Water Separator Product Skimmed? Yes / No Separator Drained/Cleaned? Yes / No

Zeolite Vessel #1
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #2
Pressure _______(PSI) Media Swapped Out? Yes / No
Carbon Vessel #3
Pressure _______(PSI) Media Swapped Out? Yes / No

Out-Fall Condition (Ditch)__________________________________________________

Additional Comments_____________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
Yes /
/No / No
___
Yes /
Yes // No
/ No
/ No
/ No
5/16/2023 Matt Westendorf
1796.908 52 1430
14
1.0
80
15.5
153 2017 N/A
160 1.9
1.5
OK
8N/A
50
437720
2022
7
6
5.5
0
0
Charlotte Airport – 5513 Airport Dr., Charlotte, N.C.
Dual Phase Extraction System #2
Operation and Maintenance Log
(Page 2 of 2)
System Sampling
Off gas measured with PID/OVA? Yes / No If Yes, Concentration ____________ (PPM)
Off gas sample taken for Laboratory analysis? Yes / No Time Sampled ____________
Pre Zeolite Water Sample Collected? Yes / No Time Sampled ____________
Mid Carbon Water Sample Collected? Yes / No Time Sampled ____________
Post Carbon Water Sample Collected? Yes / No Time Sampled ____________

Recovery Well Measurements
RW-3 On / Off Vacuum ______(“Hg) Changes________________________________
RW-11 On / Off Vacuum ______(“Hg) Changes________________________________
RW-12 On / Off Vacuum ______(“Hg) Changes________________________________
RW-13 On / Off Vacuum ______(“Hg) Changes________________________________
RW-14 On / Off Vacuum ______(“Hg) Changes________________________________
RW-15 On / Off Vacuum ______(“Hg) Changes________________________________
RW-16 On / Off Vacuum ______(“Hg) Changes________________________________
RW-17 On / Off Vacuum ______(“Hg) Changes________________________________
RW-18 On / Off Vacuum ______(“Hg) Changes________________________________
RW-19 On / Off Vacuum ______(“Hg) Changes________________________________
Product Recovery Tank
Water Thickness- ___________ Inches = __________ Gallons
Product Thickness -__________ Inches = __________ Gallons
Tank Emptied Yes/No, Details______________________________________________
Comments: (Repair Work, Observations, etc.);__________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
h PID/Yes /
/ No
/ No
/ No
/ No
_____
/No,
155.3
14
13
13.5
13.5
13.5
13.5
13.5
14
13
14
4.375
.125
Settling Tank= .13' LNAPL .30' emulsion

Appendix D DPE System Laboratory Analytical Data

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

4/18/2023
Hart & Hickman (Charlotte) Shannon Cottrill
2923 South Tryon St. Ste 100 Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-096-0002 Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 4/6/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 19
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State Program Lab ID Expiration Date
02/29/202440750State ProgramAlabama
02/07/202488-0650State ProgramArkansas
06/30/20232904State ProgramCalifornia
06/30/2023E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202304015State ProgramGeorgia
10/10/2023200078State Program - NELAPIllinois
06/30/202380215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202304015State Program - NELAPLouisiana
11/14/2025MSState ProgramMississippi
07/31/202347701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202468-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202300106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-096-0002
Page 2 of 19
Report Number:
Sample Summary Table
Client Project Description:
23-096-0002
CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
04/05/2023Aqueous 93101 WW1-Midpoint 04/06/2023 08:09
04/05/2023Aqueous 93101 WW1-Midpoint 04/06/2023 08:09 420.1 WP MTN -
04/05/2023Aqueous 93102 WW1-Influent 04/06/2023 08:09
04/05/2023Aqueous 93102 WW1-Influent 04/06/2023 08:09 420.1 WP MTN -
04/05/2023Aqueous 93103 WW2-Midpoint 04/06/2023 08:09
04/05/2023Aqueous 93103 WW2-Midpoint 04/06/2023 08:09 420.1 WP MTN -
04/05/2023Aqueous 93104 WW2-Influent 04/06/2023 08:09
04/05/2023Aqueous 93104 WW2-Influent 04/06/2023 08:09 420.1 WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 19
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-096-0002
Report Limit
Project:CDA-044
V 93101WW1-Midpoint
0.172 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
V 93102WW1-Influent
0.192 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
253 04/12/2023 23:136200BNaphthaleneµg/L 100
64.5 04/12/2023 23:136200BTolueneµg/L 50.0
73.9 04/12/2023 23:136200Bo-Xylene µg/L 50.0
185 04/12/2023 23:136200Bm,p-Xylene µg/L 100
259 04/12/2023 23:136200BXylene (Total)µg/L 50.0
V 93103WW2-Midpoint
0.233 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
V 93104WW2-Influent
0.273 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
3.21 04/14/2023 16:596200BEthylbenzeneµg/L 0.500
25.1 04/14/2023 16:596200BNaphthaleneµg/L 1.00
3.68 04/14/2023 16:596200Bo-Xylene µg/L 0.500
9.20 04/14/2023 16:596200Bm,p-Xylene µg/L 1.00
12.9 04/14/2023 16:596200BXylene (Total)µg/L 0.500
Page 4 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Midpoint
93101 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.172 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Midpoint
93101 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V31967 04/12/23 09:00
<0.500 µg/L 0.500Benzene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500Ethylbenzene 1 04/12/23 18:16 V31976MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/12/23 18:16 V31976MSA
<1.00 µg/L 1.00Naphthalene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500Toluene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500o-Xylene 1 04/12/23 18:16 V31976MSA
<1.00 µg/L 1.00m,p-Xylene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500Xylene (Total)1 04/12/23 18:16 V31976
Surrogate: 4-Bromofluorobenzene 103 Limits: 70-130%04/12/23 18:161 MSA V31976
Surrogate: Dibromofluoromethane 97.4 Limits: 70-130%04/12/23 18:161 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 99.4 Limits: 70-130%04/12/23 18:161 MSA V31976
Surrogate: Toluene-d8 101 Limits: 70-130%04/12/23 18:161 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Influent
93102 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.192 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Influent
93102 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V31967 04/12/23 09:00
<50.0 µg/L 50.0Benzene 100 04/12/23 23:13 V31976MSA
<50.0 µg/L 50.01,2-Dichloroethane 100 04/12/23 23:13 V31976MSA
<50.0 µg/L 50.0Ethylbenzene 100 04/12/23 23:13 V31976MSA
<100 µg/L 100Methyl tert-butyl ether (MTBE)100 04/12/23 23:13 V31976MSA
253 µg/L 100Naphthalene 100 04/12/23 23:13 V31976MSA
64.5 µg/L 50.0Toluene 100 04/12/23 23:13 V31976MSA
73.9 µg/L 50.0o-Xylene 100 04/12/23 23:13 V31976MSA
185 µg/L 100m,p-Xylene 100 04/12/23 23:13 V31976MSA
259 µg/L 50.0Xylene (Total)100 04/12/23 23:13 V31976
Surrogate: 4-Bromofluorobenzene 105 Limits: 70-130%04/12/23 23:13100 MSA V31976
Surrogate: Dibromofluoromethane 98.8 Limits: 70-130%04/12/23 23:13100 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 97.4 Limits: 70-130%04/12/23 23:13100 MSA V31976
Surrogate: Toluene-d8 105 Limits: 70-130%04/12/23 23:13100 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Midpoint
93103 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.233 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 9 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Midpoint
93103 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V31967 04/12/23 09:00
<0.500 µg/L 0.500Benzene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500Ethylbenzene 1 04/12/23 18:41 V31976MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/12/23 18:41 V31976MSA
<1.00 µg/L 1.00Naphthalene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500Toluene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500o-Xylene 1 04/12/23 18:41 V31976MSA
<1.00 µg/L 1.00m,p-Xylene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500Xylene (Total)1 04/12/23 18:41 V31976
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130%04/12/23 18:411 MSA V31976
Surrogate: Dibromofluoromethane 98.0 Limits: 70-130%04/12/23 18:411 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 103 Limits: 70-130%04/12/23 18:411 MSA V31976
Surrogate: Toluene-d8 101 Limits: 70-130%04/12/23 18:411 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 10 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Influent
93104 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.273 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 11 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Influent
93104 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V32055 04/14/23 09:00
<0.500 µg/L 0.500Benzene 1 04/14/23 16:59 V32056MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/14/23 16:59 V32056MSA
3.21 µg/L 0.500Ethylbenzene 1 04/14/23 16:59 V32056MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/14/23 16:59 V32056MSA
25.1 µg/L 1.00Naphthalene 1 04/14/23 16:59 V32056MSA
<0.500 µg/L 0.500Toluene 1 04/14/23 16:59 V32056MSA
3.68 µg/L 0.500o-Xylene 1 04/14/23 16:59 V32056MSA
9.20 µg/L 1.00m,p-Xylene 1 04/14/23 16:59 V32056MSA
12.9 µg/L 0.500Xylene (Total)1 04/14/23 16:59 V32056
Surrogate: 4-Bromofluorobenzene 110 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: Dibromofluoromethane 96.8 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: 1,2-Dichloroethane - d4 93.2 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: Toluene-d8 94.6 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: 4-Bromofluorobenzene 105 Limits: 70-130%04/12/23 23:38100 MSA V31976
Surrogate: Dibromofluoromethane 98.6 Limits: 70-130%04/12/23 23:38100 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 99.4 Limits: 70-130%04/12/23 23:38100 MSA V31976
Surrogate: Toluene-d8 100 Limits: 70-130%04/12/23 23:38100 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 12 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Recoverable Phenolics
420.1
L675673QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 93101, 93102, 93103, 93104
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/12/23 10:300.050< 0.050mg/LPhenols (Total)
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1000.8000.800mg/LPhenols (Total)90-110
L 93595-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 04/12/23 10:309.80.0640.058mg/LPhenols (Total)
L 93595-MSMatrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.746 86.00.8000.058mg/LPhenols (Total)70-130
Page 1 of 5Date:04/18/2023 10:01 AM
Page 13 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V31976QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V31967
Associated Lab Samples: 93101, 93102, 93103
LRB-V31967 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
04/12/23 15:230.500< 0.500µg/LBenzene
04/12/23 15:230.500< 0.500µg/L1,2-Dichloroethane
04/12/23 15:230.500< 0.500µg/LEthylbenzene
04/12/23 15:231.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
04/12/23 15:231.00< 1.00µg/LNaphthalene
04/12/23 15:230.500< 0.500µg/LToluene
04/12/23 15:230.500< 0.500µg/Lo-Xylene
04/12/23 15:231.00< 1.00µg/Lm,p-Xylene
04/12/23 15:234-Bromofluorobenzene (S)104 70-130
04/12/23 15:23Dibromofluoromethane (S)98.0 70-130
04/12/23 15:231,2-Dichloroethane - d4 (S)99.2 70-130
04/12/23 15:23Toluene-d8 (S)101 70-130
LCS-V31967 LCSD-V31967Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.8 10410120.220.0µg/LBenzene 70-130 2.9 20.0
20.1 10197.019.420.0µg/L1,2-Dichloroethane 70-130 3.5 20.0
19.5 97.595.019.020.0µg/LEthylbenzene 70-130 2.5 20.0
21.1 10699.019.820.0µg/LMethyl tert-butyl ether (MTBE)70-130 6.3 20.0
20.6 10310120.120.0µg/LNaphthalene 70-130 2.4 20.0
20.1 10110220.320.0µg/LToluene 70-130 0.9 20.0
20.1 10193.518.720.0µg/Lo-Xylene 70-130 7.2 20.0
41.4 10497.038.840.0µg/Lm,p-Xylene 70-130 6.4 20.0
1011014-Bromofluorobenzene (S)70-130
98.498.8Dibromofluoromethane (S)70-130
Page 2 of 5Date:04/18/2023 10:01 AM
Page 14 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V31976QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V31967
LCS-V31967 LCSD-V31967Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
1021011,2-Dichloroethane - d4 (S)70-130
99.2105Toluene-d8 (S)70-130
Page 3 of 5Date:04/18/2023 10:01 AM
Page 15 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V32056QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V32055
Associated Lab Samples: 93104
LRB-V32055 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
04/14/23 15:370.500< 0.500µg/LBenzene
04/14/23 15:370.500< 0.500µg/L1,2-Dichloroethane
04/14/23 15:370.500< 0.500µg/LEthylbenzene
04/14/23 15:371.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
04/14/23 15:371.00< 1.00µg/LNaphthalene
04/14/23 15:370.500< 0.500µg/LToluene
04/14/23 15:370.500< 0.500µg/Lo-Xylene
04/14/23 15:371.00< 1.00µg/Lm,p-Xylene
04/14/23 15:374-Bromofluorobenzene (S)107 70-130
04/14/23 15:37Dibromofluoromethane (S)96.2 70-130
04/14/23 15:371,2-Dichloroethane - d4 (S)91.8 70-130
04/14/23 15:37Toluene-d8 (S)94.2 70-130
LCS-V32055 LCSD-V32055Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
22.2 11111322.520.0µg/LBenzene 70-130 1.3 20.0
19.8 99.095.519.120.0µg/L1,2-Dichloroethane 70-130 3.5 20.0
19.8 99.010220.320.0µg/LEthylbenzene 70-130 2.4 20.0
20.7 10410320.620.0µg/LMethyl tert-butyl ether (MTBE)70-130 0.4 20.0
18.6 93.095.519.120.0µg/LNaphthalene 70-130 2.6 20.0
22.5 11311222.420.0µg/LToluene 70-130 0.4 20.0
20.6 10310320.620.0µg/Lo-Xylene 70-130 0.0 20.0
43.2 10811044.040.0µg/Lm,p-Xylene 70-130 1.8 20.0
1061064-Bromofluorobenzene (S)70-130
95.495.0Dibromofluoromethane (S)70-130
Page 4 of 5Date:04/18/2023 10:01 AM
Page 16 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V32056QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V32055
LCS-V32055 LCSD-V32055Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
94.490.81,2-Dichloroethane - d4 (S)70-130
95.695.8Toluene-d8 (S)70-130
Page 5 of 5Date:04/18/2023 10:01 AM
Page 17 of 19
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-096-0002
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 2.8C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)?Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:04/06/2023 09:40:07
Special precautions or instructions included?
Comments:
Page 18 of 19
Page 19 of 19

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

4/18/2023
Hart & Hickman (Charlotte) Shannon Cottrill
2923 South Tryon St. Ste 100 Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-096-0002 Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 4/6/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 19
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State Program Lab ID Expiration Date
02/29/202440750State ProgramAlabama
02/07/202488-0650State ProgramArkansas
06/30/20232904State ProgramCalifornia
06/30/2023E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202304015State ProgramGeorgia
10/10/2023200078State Program - NELAPIllinois
06/30/202380215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202304015State Program - NELAPLouisiana
11/14/2025MSState ProgramMississippi
07/31/202347701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202468-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202300106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-096-0002
Page 2 of 19
Report Number:
Sample Summary Table
Client Project Description:
23-096-0002
CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
04/05/2023Aqueous 93101 WW1-Midpoint 04/06/2023 08:09
04/05/2023Aqueous 93101 WW1-Midpoint 04/06/2023 08:09 420.1 WP MTN -
04/05/2023Aqueous 93102 WW1-Influent 04/06/2023 08:09
04/05/2023Aqueous 93102 WW1-Influent 04/06/2023 08:09 420.1 WP MTN -
04/05/2023Aqueous 93103 WW2-Midpoint 04/06/2023 08:09
04/05/2023Aqueous 93103 WW2-Midpoint 04/06/2023 08:09 420.1 WP MTN -
04/05/2023Aqueous 93104 WW2-Influent 04/06/2023 08:09
04/05/2023Aqueous 93104 WW2-Influent 04/06/2023 08:09 420.1 WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 19
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-096-0002
Report Limit
Project:CDA-044
V 93101WW1-Midpoint
0.172 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
V 93102WW1-Influent
0.192 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
253 04/12/2023 23:136200BNaphthaleneµg/L 100
64.5 04/12/2023 23:136200BTolueneµg/L 50.0
73.9 04/12/2023 23:136200Bo-Xylene µg/L 50.0
185 04/12/2023 23:136200Bm,p-Xylene µg/L 100
259 04/12/2023 23:136200BXylene (Total)µg/L 50.0
V 93103WW2-Midpoint
0.233 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
V 93104WW2-Influent
0.273 04/12/2023 10:30420.1 Phenols (Total)mg/L 0.050
3.21 04/14/2023 16:596200BEthylbenzeneµg/L 0.500
25.1 04/14/2023 16:596200BNaphthaleneµg/L 1.00
3.68 04/14/2023 16:596200Bo-Xylene µg/L 0.500
9.20 04/14/2023 16:596200Bm,p-Xylene µg/L 1.00
12.9 04/14/2023 16:596200BXylene (Total)µg/L 0.500
Page 4 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Midpoint
93101 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.172 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Midpoint
93101 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V31967 04/12/23 09:00
<0.500 µg/L 0.500Benzene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500Ethylbenzene 1 04/12/23 18:16 V31976MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/12/23 18:16 V31976MSA
<1.00 µg/L 1.00Naphthalene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500Toluene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500o-Xylene 1 04/12/23 18:16 V31976MSA
<1.00 µg/L 1.00m,p-Xylene 1 04/12/23 18:16 V31976MSA
<0.500 µg/L 0.500Xylene (Total)1 04/12/23 18:16 V31976
Surrogate: 4-Bromofluorobenzene 103 Limits: 70-130%04/12/23 18:161 MSA V31976
Surrogate: Dibromofluoromethane 97.4 Limits: 70-130%04/12/23 18:161 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 99.4 Limits: 70-130%04/12/23 18:161 MSA V31976
Surrogate: Toluene-d8 101 Limits: 70-130%04/12/23 18:161 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Influent
93102 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.192 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW1-Influent
93102 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V31967 04/12/23 09:00
<50.0 µg/L 50.0Benzene 100 04/12/23 23:13 V31976MSA
<50.0 µg/L 50.01,2-Dichloroethane 100 04/12/23 23:13 V31976MSA
<50.0 µg/L 50.0Ethylbenzene 100 04/12/23 23:13 V31976MSA
<100 µg/L 100Methyl tert-butyl ether (MTBE)100 04/12/23 23:13 V31976MSA
253 µg/L 100Naphthalene 100 04/12/23 23:13 V31976MSA
64.5 µg/L 50.0Toluene 100 04/12/23 23:13 V31976MSA
73.9 µg/L 50.0o-Xylene 100 04/12/23 23:13 V31976MSA
185 µg/L 100m,p-Xylene 100 04/12/23 23:13 V31976MSA
259 µg/L 50.0Xylene (Total)100 04/12/23 23:13 V31976
Surrogate: 4-Bromofluorobenzene 105 Limits: 70-130%04/12/23 23:13100 MSA V31976
Surrogate: Dibromofluoromethane 98.8 Limits: 70-130%04/12/23 23:13100 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 97.4 Limits: 70-130%04/12/23 23:13100 MSA V31976
Surrogate: Toluene-d8 105 Limits: 70-130%04/12/23 23:13100 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Midpoint
93103 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.233 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 9 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Midpoint
93103 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V31967 04/12/23 09:00
<0.500 µg/L 0.500Benzene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500Ethylbenzene 1 04/12/23 18:41 V31976MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/12/23 18:41 V31976MSA
<1.00 µg/L 1.00Naphthalene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500Toluene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500o-Xylene 1 04/12/23 18:41 V31976MSA
<1.00 µg/L 1.00m,p-Xylene 1 04/12/23 18:41 V31976MSA
<0.500 µg/L 0.500Xylene (Total)1 04/12/23 18:41 V31976
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130%04/12/23 18:411 MSA V31976
Surrogate: Dibromofluoromethane 98.0 Limits: 70-130%04/12/23 18:411 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 103 Limits: 70-130%04/12/23 18:411 MSA V31976
Surrogate: Toluene-d8 101 Limits: 70-130%04/12/23 18:411 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 10 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Influent
93104 Matrix:
4/5/2023 0:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
0.273 mg/L 0.050Phenols (Total)1 04/12/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 11 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-096-0002
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/06/2023
CDA-044
Report Date : 04/18/2023
Sample ID :
Lab No :
Sampled:WW2-Influent
93104 Matrix:
4/5/2023 0:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V32055 04/14/23 09:00
<0.500 µg/L 0.500Benzene 1 04/14/23 16:59 V32056MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/14/23 16:59 V32056MSA
3.21 µg/L 0.500Ethylbenzene 1 04/14/23 16:59 V32056MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/14/23 16:59 V32056MSA
25.1 µg/L 1.00Naphthalene 1 04/14/23 16:59 V32056MSA
<0.500 µg/L 0.500Toluene 1 04/14/23 16:59 V32056MSA
3.68 µg/L 0.500o-Xylene 1 04/14/23 16:59 V32056MSA
9.20 µg/L 1.00m,p-Xylene 1 04/14/23 16:59 V32056MSA
12.9 µg/L 0.500Xylene (Total)1 04/14/23 16:59 V32056
Surrogate: 4-Bromofluorobenzene 110 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: Dibromofluoromethane 96.8 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: 1,2-Dichloroethane - d4 93.2 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: Toluene-d8 94.6 Limits: 70-130%04/14/23 16:591 MSA V32056
Surrogate: 4-Bromofluorobenzene 105 Limits: 70-130%04/12/23 23:38100 MSA V31976
Surrogate: Dibromofluoromethane 98.6 Limits: 70-130%04/12/23 23:38100 MSA V31976
Surrogate: 1,2-Dichloroethane - d4 99.4 Limits: 70-130%04/12/23 23:38100 MSA V31976
Surrogate: Toluene-d8 100 Limits: 70-130%04/12/23 23:38100 MSA V31976
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 12 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Recoverable Phenolics
420.1
L675673QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 93101, 93102, 93103, 93104
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/12/23 10:300.050< 0.050mg/LPhenols (Total)
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1000.8000.800mg/LPhenols (Total)90-110
L 93595-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 04/12/23 10:309.80.0640.058mg/LPhenols (Total)
L 93595-MSMatrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.746 86.00.8000.058mg/LPhenols (Total)70-130
Page 1 of 5Date:04/18/2023 10:01 AM
Page 13 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V31976QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V31967
Associated Lab Samples: 93101, 93102, 93103
LRB-V31967 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
04/12/23 15:230.500< 0.500µg/LBenzene
04/12/23 15:230.500< 0.500µg/L1,2-Dichloroethane
04/12/23 15:230.500< 0.500µg/LEthylbenzene
04/12/23 15:231.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
04/12/23 15:231.00< 1.00µg/LNaphthalene
04/12/23 15:230.500< 0.500µg/LToluene
04/12/23 15:230.500< 0.500µg/Lo-Xylene
04/12/23 15:231.00< 1.00µg/Lm,p-Xylene
04/12/23 15:234-Bromofluorobenzene (S)104 70-130
04/12/23 15:23Dibromofluoromethane (S)98.0 70-130
04/12/23 15:231,2-Dichloroethane - d4 (S)99.2 70-130
04/12/23 15:23Toluene-d8 (S)101 70-130
LCS-V31967 LCSD-V31967Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.8 10410120.220.0µg/LBenzene 70-130 2.9 20.0
20.1 10197.019.420.0µg/L1,2-Dichloroethane 70-130 3.5 20.0
19.5 97.595.019.020.0µg/LEthylbenzene 70-130 2.5 20.0
21.1 10699.019.820.0µg/LMethyl tert-butyl ether (MTBE)70-130 6.3 20.0
20.6 10310120.120.0µg/LNaphthalene 70-130 2.4 20.0
20.1 10110220.320.0µg/LToluene 70-130 0.9 20.0
20.1 10193.518.720.0µg/Lo-Xylene 70-130 7.2 20.0
41.4 10497.038.840.0µg/Lm,p-Xylene 70-130 6.4 20.0
1011014-Bromofluorobenzene (S)70-130
98.498.8Dibromofluoromethane (S)70-130
Page 2 of 5Date:04/18/2023 10:01 AM
Page 14 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V31976QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V31967
LCS-V31967 LCSD-V31967Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
1021011,2-Dichloroethane - d4 (S)70-130
99.2105Toluene-d8 (S)70-130
Page 3 of 5Date:04/18/2023 10:01 AM
Page 15 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V32056QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V32055
Associated Lab Samples: 93104
LRB-V32055 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
04/14/23 15:370.500< 0.500µg/LBenzene
04/14/23 15:370.500< 0.500µg/L1,2-Dichloroethane
04/14/23 15:370.500< 0.500µg/LEthylbenzene
04/14/23 15:371.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
04/14/23 15:371.00< 1.00µg/LNaphthalene
04/14/23 15:370.500< 0.500µg/LToluene
04/14/23 15:370.500< 0.500µg/Lo-Xylene
04/14/23 15:371.00< 1.00µg/Lm,p-Xylene
04/14/23 15:374-Bromofluorobenzene (S)107 70-130
04/14/23 15:37Dibromofluoromethane (S)96.2 70-130
04/14/23 15:371,2-Dichloroethane - d4 (S)91.8 70-130
04/14/23 15:37Toluene-d8 (S)94.2 70-130
LCS-V32055 LCSD-V32055Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
22.2 11111322.520.0µg/LBenzene 70-130 1.3 20.0
19.8 99.095.519.120.0µg/L1,2-Dichloroethane 70-130 3.5 20.0
19.8 99.010220.320.0µg/LEthylbenzene 70-130 2.4 20.0
20.7 10410320.620.0µg/LMethyl tert-butyl ether (MTBE)70-130 0.4 20.0
18.6 93.095.519.120.0µg/LNaphthalene 70-130 2.6 20.0
22.5 11311222.420.0µg/LToluene 70-130 0.4 20.0
20.6 10310320.620.0µg/Lo-Xylene 70-130 0.0 20.0
43.2 10811044.040.0µg/Lm,p-Xylene 70-130 1.8 20.0
1061064-Bromofluorobenzene (S)70-130
95.495.0Dibromofluoromethane (S)70-130
Page 4 of 5Date:04/18/2023 10:01 AM
Page 16 of 19
Quality Control Data
23-096-0002Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V32056QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V32055
LCS-V32055 LCSD-V32055Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
94.490.81,2-Dichloroethane - d4 (S)70-130
95.695.8Toluene-d8 (S)70-130
Page 5 of 5Date:04/18/2023 10:01 AM
Page 17 of 19
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-096-0002
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 2.8C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)?Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:04/06/2023 09:40:07
Special precautions or instructions included?
Comments:
Page 18 of 19
Page 19 of 19

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

5/3/2023
Hart & Hickman (Charlotte) Shannon Cottrill
2923 South Tryon St. Ste 100 Charlotte, NC, 28203
Ref: Analytical Testing
Revised Lab Report Number: 23-108-0020 Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 4/18/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 19
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State Program Lab ID Expiration Date
02/29/202440750State ProgramAlabama
02/07/202488-0650State ProgramArkansas
06/30/20232904State ProgramCalifornia
06/30/2023E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202304015State ProgramGeorgia
10/10/2023200078State Program - NELAPIllinois
06/30/202380215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202304015State Program - NELAPLouisiana
11/14/2025MSState ProgramMississippi
07/31/202347701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202468-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202300106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-108-0020
Page 2 of 19
Report Number:
Sample Summary Table
Client Project Description:
23-108-0020
CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
04/18/2023 13:20Aqueous 94161 WW-1 04/18/2023 16:00
04/18/2023 13:20Aqueous 94161 WW-1 04/18/2023 16:00 6020B WP MTN -
04/18/2023 13:20Aqueous 94161 WW-1 04/18/2023 16:00 EPA-200.7 WP MTN -
04/18/2023 13:20Aqueous 94161 WW-1 04/18/2023 16:00 420.1 WP MTN -
04/18/2023 12:25Aqueous 94162 WW-2 04/18/2023 16:00
04/18/2023 12:25Aqueous 94162 WW-2 04/18/2023 16:00 420.1 WP MTN -
04/18/2023 12:25Aqueous 94162 WW-2 04/18/2023 16:00 EPA-200.7 WP MTN -
04/18/2023 12:25Aqueous 94162 WW-2 04/18/2023 16:00 6020B WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 19
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-108-0020
Report Limit
Project:CDA-044
V 94161WW-1
0.240 04/24/2023 11:30420.1 Phenols (Total)mg/L 0.050
1.31 04/25/2023 21:146020BLeadµg/L 1.00
88.4 04/26/2023 15:48EPA-200.7 Calcium mg/L 0.100
425 04/26/2023 15:48EPA-200.7 Hardness as CaCO3 mg/L 0.100
49.5 04/26/2023 15:48EPA-200.7 Magnesium mg/L 0.100
V 94162WW-2
0.071 04/24/2023 11:30420.1 Phenols (Total)mg/L 0.050
1.75 04/25/2023 21:186020BLeadµg/L 1.00
2.17 04/25/2023 23:276020BDissolved Lead µg/L 1.00
71.6 04/26/2023 15:54EPA-200.7 Calcium mg/L 0.100
337 04/26/2023 15:54EPA-200.7 Hardness as CaCO3 mg/L 0.100
38.4 04/26/2023 15:54EPA-200.7 Magnesium mg/L 0.100
Page 4 of 19

Client: Hart & Hickman (Charlotte) CASE NARRATIVE
Project: CDA-044 Lab Report Number: 23-108-0020
Date: 5/3/2023
Report Comments Revised Report: Revision 1 Metals used for caculation of hardness have been removed from the report.
Oil and Grease - TPH Method 1664B-SGT
Sample 94161 (WW-1) QC Batch No: V32330
The result for the total Oil and Grease (HEM) analysis was less than the detection limit, meaning the SGT-HEM portion of the analysis is not required. All quality control associated with the total Oil and Grease procedure met
the acceptance criteria.
Sample 94162 (WW-2) QC Batch No: V32330
The result for the total Oil and Grease (HEM) analysis was less than the detection limit, meaning the SGT-HEM portion of the analysis is not required. All quality control associated with the total Oil and Grease procedure met
the acceptance criteria.

Page 5 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-108-0020
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/18/2023
CDA-044
Revised Report Date : 05/03/2023
Original Report Date : 04/27/2023
Sample ID :
Lab No :
Sampled:WW-1
94161 Matrix:
4/18/2023 13:20
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<6.1 mg/L 6.1SGT HEM: Non-Polar Material 1 04/24/23 11:35 1664B-SGTEKF
<2.5 mg/L 2.5Total Suspended Solids 1 04/20/23 15:35 2540D-2015EKF
0.240 mg/L 0.050Phenols (Total)1 04/24/23 11:30 420.1CLP
425 mg/L 0.100Hardness as CaCO3 1 04/26/23 15:48 EPA-200.7
1.31 µg/L 1.00Lead 1 04/25/23 21:14 6020BCPW
<1.00 µg/L 1.00Dissolved Lead 1 04/25/23 23:16 6020BCPW
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-108-0020
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/18/2023
CDA-044
Revised Report Date : 05/03/2023
Original Report Date : 04/27/2023
Sample ID :
Lab No :
Sampled:WW-1
94161 Matrix:
4/18/2023 13:20
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V32294 04/21/23 14:00
<0.500 µg/L 0.500Benzene 1 04/22/23 05:24 V32296MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/22/23 05:24 V32296MSA
<0.500 µg/L 0.500Ethylbenzene 1 04/22/23 05:24 V32296MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/22/23 05:24 V32296MSA
<1.00 µg/L 1.00Naphthalene 1 04/22/23 05:24 V32296MSA
<0.500 µg/L 0.500Toluene 1 04/22/23 05:24 V32296MSA
<0.500 µg/L 0.500o-Xylene 1 04/22/23 05:24 V32296MSA
<1.00 µg/L 1.00m,p-Xylene 1 04/22/23 05:24 V32296MSA
<0.500 µg/L 0.500Xylene (Total)1 04/22/23 05:24 V32296
Surrogate: 4-Bromofluorobenzene 118 Limits: 70-130%04/22/23 05:241 MSA V32296
Surrogate: Dibromofluoromethane 104 Limits: 70-130%04/22/23 05:241 MSA V32296
Surrogate: 1,2-Dichloroethane - d4 105 Limits: 70-130%04/22/23 05:241 MSA V32296
Surrogate: Toluene-d8 109 Limits: 70-130%04/22/23 05:241 MSA V32296
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-108-0020
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/18/2023
CDA-044
Revised Report Date : 05/03/2023
Original Report Date : 04/27/2023
Sample ID :
Lab No :
Sampled:WW-2
94162 Matrix:
4/18/2023 12:25
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<6.1 mg/L 6.1SGT HEM: Non-Polar Material 1 04/24/23 11:35 1664B-SGTEKF
<2.5 mg/L 2.5Total Suspended Solids 1 04/20/23 15:35 2540D-2015EKF
0.071 mg/L 0.050Phenols (Total)1 04/24/23 11:30 420.1CLP
337 mg/L 0.100Hardness as CaCO3 1 04/26/23 15:54 EPA-200.7
1.75 µg/L 1.00Lead 1 04/25/23 21:18 6020BCPW
2.17 µg/L 1.00Dissolved Lead 1 04/25/23 23:27 6020BCPW
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-108-0020
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 04/18/2023
CDA-044
Revised Report Date : 05/03/2023
Original Report Date : 04/27/2023
Sample ID :
Lab No :
Sampled:WW-2
94162 Matrix:
4/18/2023 12:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V32294 04/21/23 14:00
<0.500 µg/L 0.500Benzene 1 04/22/23 05:52 V32296MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 04/22/23 05:52 V32296MSA
<0.500 µg/L 0.500Ethylbenzene 1 04/22/23 05:52 V32296MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 04/22/23 05:52 V32296MSA
<1.00 µg/L 1.00Naphthalene 1 04/22/23 05:52 V32296MSA
<0.500 µg/L 0.500Toluene 1 04/22/23 05:52 V32296MSA
<0.500 µg/L 0.500o-Xylene 1 04/22/23 05:52 V32296MSA
<1.00 µg/L 1.00m,p-Xylene 1 04/22/23 05:52 V32296MSA
<0.500 µg/L 0.500Xylene (Total)1 04/22/23 05:52 V32296
Surrogate: 4-Bromofluorobenzene 119 Limits: 70-130%04/22/23 05:521 MSA V32296
Surrogate: Dibromofluoromethane 103 Limits: 70-130%04/22/23 05:521 MSA V32296
Surrogate: 1,2-Dichloroethane - d4 105 Limits: 70-130%04/22/23 05:521 MSA V32296
Surrogate: Toluene-d8 108 Limits: 70-130%04/22/23 05:521 MSA V32296
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 9 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Oil and Grease - TPH
1664B-SGT
V32330QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 94161, 94162
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/24/23 11:355.0< 5.0mg/LSGT HEM: Non-Polar Material
OPROngoing Precision and Recovery
%
RecoveryParameter
AnalyzedOPR
Result
Spike
Conc.Units
Qualifiers%Rec
Limits
69.0 04/24/23 11:3513.720.0mg/LSGT HEM: Non-Polar Material 64-132
Page 1 of 8Date:05/03/2023 10:22 AM
Page 10 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Suspended Solids
2540D-2015
V32226QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 94161, 94162
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/20/23 15:352.5< 2.5mg/LTotal Suspended Solids
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
92.0440477mg/LTotal Suspended Solids 90-110
V 94507-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
10.0 04/20/23 15:351.150605120mg/LTotal Suspended Solids
Page 2 of 8Date:05/03/2023 10:22 AM
Page 11 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Recoverable Phenolics
420.1
L678169QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 94161, 94162
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/24/23 11:300.050< 0.050mg/LPhenols (Total)
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1000.8000.800mg/LPhenols (Total)90-110
L 97085-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 04/24/23 11:300.0< 0.050< 0.050mg/LPhenols (Total)
L 97085-MSMatrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.678 85.00.800< 0.050mg/LPhenols (Total)70-130
Page 3 of 8Date:05/03/2023 10:22 AM
Page 12 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Metals Analyses
6020B
L678306QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:L677743
Associated Lab Samples: 94161, 94162
LRB-L677743 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/25/23 21:071.00< 1.00µg/LLead
LCS-L677743Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
95.047.750.0µg/LLead 80-120
V 94251-MS-L677743 V 94251-MSD-L677743Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
48.0 95.047.150.050.0< 1.00µg/LLead 93.0 75-125 1.8 20.0
V 94251-PDS-L677743Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
04/25/23 22:5695.024.0µg/LLead
Page 4 of 8Date:05/03/2023 10:22 AM
Page 13 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Metals Analyses
6020B
L678306QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:L677892
Associated Lab Samples: 94161, 94162
LRB-L677892 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/25/23 23:041.00< 1.00µg/LDissolved Lead
LCS-L677892 LCSD-L677892Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
48.4 97.095.047.650.0µg/LDissolved Lead 80-120 1.6 20.0
Page 5 of 8Date:05/03/2023 10:22 AM
Page 14 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V32296QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V32294
Associated Lab Samples: 94161, 94162
LRB-V32294 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
04/22/23 03:080.500< 0.500µg/LBenzene
04/22/23 03:080.500< 0.500µg/L1,2-Dichloroethane
04/22/23 03:080.500< 0.500µg/LEthylbenzene
04/22/23 03:081.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
04/22/23 03:081.00< 1.00µg/LNaphthalene
04/22/23 03:080.500< 0.500µg/LToluene
04/22/23 03:080.500< 0.500µg/Lo-Xylene
04/22/23 03:081.00< 1.00µg/Lm,p-Xylene
04/22/23 03:084-Bromofluorobenzene (S)119 70-130
04/22/23 03:08Dibromofluoromethane (S)104 70-130
04/22/23 03:081,2-Dichloroethane - d4 (S)107 70-130
04/22/23 03:08Toluene-d8 (S)109 70-130
LCS-V32294 LCSD-V32294Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.6 10310520.920.0µg/LBenzene 70-130 1.4 20.0
18.8 94.093.518.720.0µg/L1,2-Dichloroethane 70-130 0.5 20.0
21.2 10610521.020.0µg/LEthylbenzene 70-130 0.9 20.0
19.3 96.592.518.520.0µg/LMethyl tert-butyl ether (MTBE)70-130 4.2 20.0
22.4 11211222.320.0µg/LNaphthalene 70-130 0.4 20.0
20.4 10210220.420.0µg/LToluene 70-130 0.0 20.0
21.2 10610721.320.0µg/Lo-Xylene 70-130 0.4 20.0
45.0 11311345.340.0µg/Lm,p-Xylene 70-130 0.6 20.0
1151174-Bromofluorobenzene (S)70-130
105105Dibromofluoromethane (S)70-130
Page 6 of 8Date:05/03/2023 10:22 AM
Page 15 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V32296QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V32294
LCS-V32294 LCSD-V32294Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
1071071,2-Dichloroethane - d4 (S)70-130
110110Toluene-d8 (S)70-130
Page 7 of 8Date:05/03/2023 10:22 AM
Page 16 of 19
Quality Control Data
23-108-0020Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Total Metals
EPA-200.7
L678627QC Analytical Batch(es):
Analysis Method:
Analysis Description:
EPA-200.7 (PREP)
QC Prep:L678170
Associated Lab Samples: 94161, 94162
LRB-L678170 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
04/26/23 15:430.100< 0.100mg/LCalcium
04/26/23 15:430.100< 0.100mg/LMagnesium
LCS-L678170Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
10510.510.0mg/LCalcium 85-115
10610.610.0mg/LMagnesium 85-115
Q 92561-MS-L678170 Q 92561-MSD-L678170Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
52.5 80.053.710.010.044.5mg/LCalcium 92.0 70-130 2.2 20.0
17.7 99.018.110.010.07.83mg/LMagnesium 103 70-130 2.2 20.0
Q 92561-PDS-L678170Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
04/26/23 17:5310147.6mg/LCalcium
04/26/23 17:5310329.6mg/LMagnesium
Page 8 of 8Date:05/03/2023 10:22 AM
Page 17 of 19
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-108-0020
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 2.3C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)?Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:04/18/2023 17:21:52
Special precautions or instructions included?
Comments:
Page 18 of 19
Page 19 of 19
Rev 07/2019
Certification #NC5356 _______ Date: ______________4/18/23_______________ Facility Name: Airport Drive Release Site_________________________________ Analyst: _____________Thomas Vaughan ______________ Permit #: NCG510556______________________________________ pH Reference Method: SM 4500 H+ B-2011 Instrument ID: ___ULT-003________________
Calibration Time Cal Buffer 7.00 SU Cal Buffer 4.00 SU Cal Buffer 10.00 SU *Check Buffer 7.00 SU Comments
12:00 7.00 3.94 10.01 7.00

*pH check buffer must read within ± 0.1 pH units of the buffer’s true value. 4 SU buffer Lot#/: 1GG104 7 SU buffer Lot#/: 2GA310 10 SU buffer Lot#: 1GG429
Sample location Sample Collection Time♦ Sample Analysis Time♦ pH Result ►Post-analysis Buffer Check value Comments/Data Qualifiers
WW-1 12:25 12:25 7.1 7.03 Measured in situ
WW-2 15:25 15:25 7.7 7.02 Measured in situ

♦If sample is measured directly in the stream and/or on site, one time may be recorded for collection and analysis with the notation that they are measured in situ or immediately at the sample site. ► Post analysis buffer check is required when performing analyses at multiple sampling locations and must be within ± 0.1 units of the buffer’s true value All pH values in pH units (i.e., S.U.). Record all data to the nearest 0.01 S.U. and report to the nearest 0.1 S.U. Field Personnel Notes/Equipment Maintenance

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

5/24/2023
Hart & Hickman (Charlotte) Shannon Cottrill
2923 South Tryon St. Ste 100 Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-136-0009 Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/16/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 11
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State Program Lab ID Expiration Date
02/29/202440750State ProgramAlabama
02/07/202488-0650State ProgramArkansas
06/30/20232904State ProgramCalifornia
06/30/2023E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202304015State ProgramGeorgia
10/10/2023200078State Program - NELAPIllinois
06/30/202380215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202304015State Program - NELAPLouisiana
11/14/2025MSState ProgramMississippi
07/31/202347701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202468-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202300106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-136-0009
Page 2 of 11
Report Number:
Sample Summary Table
Client Project Description:
23-136-0009
CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
05/16/2023 10:00Aqueous 96220 WW-1 MID 05/16/2023 12:29
05/16/2023 10:00Aqueous 96220 WW-1 MID 05/16/2023 12:29 420.1 WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 11
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-136-0009
Report Limit
Project:CDA-044
No Analytes Detected
Page 4 of 11
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-136-0009
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 05/16/2023
CDA-044
Report Date : 05/24/2023
Sample ID :
Lab No :
Sampled:WW-1 MID
96220 Matrix:
5/16/2023 10:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.050 mg/L 0.050Phenols (Total)1 05/23/23 10:30 420.1CLP
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 11
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-136-0009
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 05/16/2023
CDA-044
Report Date : 05/24/2023
Sample ID :
Lab No :
Sampled:WW-1 MID
96220 Matrix:
5/16/2023 10:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33333 05/17/23 09:00
<0.500 µg/L 0.500Benzene 1 05/17/23 21:24 V33334MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/17/23 21:24 V33334MSA
<0.500 µg/L 0.500Ethylbenzene 1 05/17/23 21:24 V33334MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/17/23 21:24 V33334MSA
<1.00 µg/L 1.00Naphthalene 1 05/17/23 21:24 V33334MSA
<0.500 µg/L 0.500Toluene 1 05/17/23 21:24 V33334MSA
<0.500 µg/L 0.500o-Xylene 1 05/17/23 21:24 V33334MSA
<1.00 µg/L 1.00m,p-Xylene 1 05/17/23 21:24 V33334MSA
<0.500 µg/L 0.500Xylene (Total)1 05/17/23 21:24 V33334
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130%05/17/23 21:241 MSA V33334
Surrogate: Dibromofluoromethane 92.4 Limits: 70-130%05/17/23 21:241 MSA V33334
Surrogate: 1,2-Dichloroethane - d4 89.0 Limits: 70-130%05/17/23 21:241 MSA V33334
Surrogate: Toluene-d8 91.4 Limits: 70-130%05/17/23 21:241 MSA V33334
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 11
Quality Control Data
23-136-0009Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Recoverable Phenolics
420.1
L683581QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 96220
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/23/23 10:300.050< 0.050mg/LPhenols (Total)
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
99.00.7930.800mg/LPhenols (Total)90-110
L 94816-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/23/23 10:300.0< 0.050< 0.050mg/LPhenols (Total)
L 94816-MSMatrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.685 86.00.800< 0.050mg/LPhenols (Total)70-130
Page 1 of 3Date:05/24/2023 10:34 AM
Page 7 of 11
Quality Control Data
23-136-0009Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33334QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33333
Associated Lab Samples: 96220
LRB-V33333 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/17/23 17:160.500< 0.500µg/LBenzene
05/17/23 17:160.500< 0.500µg/L1,2-Dichloroethane
05/17/23 17:160.500< 0.500µg/LEthylbenzene
05/17/23 17:161.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
05/17/23 17:161.00< 1.00µg/LNaphthalene
05/17/23 17:160.500< 0.500µg/LToluene
05/17/23 17:160.500< 0.500µg/Lo-Xylene
05/17/23 17:161.00< 1.00µg/Lm,p-Xylene
05/17/23 17:164-Bromofluorobenzene (S)97.8 70-130
05/17/23 17:16Dibromofluoromethane (S)93.2 70-130
05/17/23 17:161,2-Dichloroethane - d4 (S)89.6 70-130
05/17/23 17:16Toluene-d8 (S)96.8 70-130
LCS-V33333 LCSD-V33333Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
24.3 12211923.720.0µg/LBenzene 70-130 2.5 20.0
23.9 12011623.220.0µg/L1,2-Dichloroethane 70-130 2.9 20.0
21.9 11010621.120.0µg/LEthylbenzene 70-130 3.7 20.0
25.5 12812023.920.0µg/LMethyl tert-butyl ether (MTBE)70-130 6.4 20.0
20.7 10410420.720.0µg/LNaphthalene 70-130 0.0 20.0
24.9 12512124.120.0µg/LToluene 70-130 3.2 20.0
22.2 11110721.420.0µg/Lo-Xylene 70-130 3.6 20.0
46.5 11611244.640.0µg/Lm,p-Xylene 70-130 4.1 20.0
98.896.24-Bromofluorobenzene (S)70-130
95.091.4Dibromofluoromethane (S)70-130
Page 2 of 3Date:05/24/2023 10:34 AM
Page 8 of 11
Quality Control Data
23-136-0009Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33334QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33333
LCS-V33333 LCSD-V33333Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
95.692.81,2-Dichloroethane - d4 (S)70-130
90.691.6Toluene-d8 (S)70-130
Page 3 of 3Date:05/24/2023 10:34 AM
Page 9 of 11
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-136-0009
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.2C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)?Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/16/2023 12:35:21
Special precautions or instructions included?
Comments:
Page 10 of 11
Page 11 of 11

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

6/1/2023
Hart & Hickman (Charlotte) Shannon Cottrill
2923 South Tryon St. Ste 100 Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-144-0004 Client Project Description: CDA-044
Dear Shannon Cottrill:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/24/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 19
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State Program Lab ID Expiration Date
02/29/202440750State ProgramAlabama
02/07/202488-0650State ProgramArkansas
06/30/20232904State ProgramCalifornia
06/30/2023E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202304015State ProgramGeorgia
10/10/2023200078State Program - NELAPIllinois
06/30/202380215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202304015State Program - NELAPLouisiana
11/14/2025MSState ProgramMississippi
07/31/202347701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202468-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202300106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-144-0004
Page 2 of 19
Report Number:
Sample Summary Table
Client Project Description:
23-144-0004
CDA-044
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
05/24/2023 09:30Aqueous 96949 WW-1 05/24/2023 10:59
05/24/2023 09:30Aqueous 96949 WW-1 05/24/2023 10:59 420.1 WP MTN -
05/24/2023 09:30Aqueous 96949 WW-1 05/24/2023 10:59 200.8 WP MTN -
05/24/2023 10:00Aqueous 96950 WW-2 05/24/2023 10:59
05/24/2023 10:00Aqueous 96950 WW-2 05/24/2023 10:59 420.1 WP MTN -
05/24/2023 10:00Aqueous 96950 WW-2 05/24/2023 10:59 200.8 WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 19
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-144-0004
Report Limit
Project:CDA-044
V 96949WW-1
0.827 05/31/2023 01:58200.8 Lead µg/L 0.500
330 05/25/2023 13:002340C-2011 Hardness mg/L 10.0
V 96950WW-2
370 05/25/2023 13:002340C-2011 Hardness mg/L 10.0
Page 4 of 19

Client: Hart & Hickman (Charlotte) CASE NARRATIVE
Project: CDA-044 Lab Report Number: 23-144-0004
Date: 6/1/2023
Oil and Grease - TPH Method 1664B-SGT Sample 96949 (WW-1) QC Batch No: V33656
The result for the total Oil and Grease (HEM) analysis was less than the detection limit, meaning the SGT-HEM portion of the analysis is not required. All quality control associated with the total Oil and Grease procedure met
the acceptance criteria.
Sample 96950 (WW-2) QC Batch No: V33656
The result for the total Oil and Grease (HEM) analysis was less than the detection limit, meaning the SGT-HEM portion of the analysis is not required. All quality control associated with the total Oil and Grease procedure met
the acceptance criteria. Volatile Organic Compounds - GC/MS Method 6200B Analyte: Naphthalene
QC Batch No: V33660/V33658 Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.

Page 5 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-144-0004
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 05/24/2023
CDA-044
Report Date : 06/01/2023
Sample ID :
Lab No :
Sampled:WW-1
96949 Matrix:
5/24/2023 9:30
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
330 mg/L 10.0Hardness 1 05/25/23 13:00 2340C-2011SLO
<5.8 mg/L 5.8SGT HEM: Non-Polar Material 1 05/25/23 10:20 1664B-SGTEKF
<2.7 mg/L 2.7Total Suspended Solids 1 05/26/23 13:28 2540D-2015EKF
<0.050 mg/L 0.050Phenols (Total)1 05/26/23 11:30 420.1CLP
0.827 µg/L 0.500Lead 1 05/31/23 01:58 200.8CPW
<0.500 µg/L 0.500Dissolved Lead 1 05/31/23 21:45 200.8CPW
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-144-0004
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 05/24/2023
CDA-044
Report Date : 06/01/2023
Sample ID :
Lab No :
Sampled:WW-1
96949 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<0.500 µg/L 0.500Benzene 1 05/25/23 02:56 V33660MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/25/23 02:56 V33660MSA
<0.500 µg/L 0.500Ethylbenzene 1 05/25/23 02:56 V33660MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/25/23 02:56 V33660MSA
<1.00 µg/L 1.00Naphthalene 1 05/25/23 02:56 V33660MSA
<0.500 µg/L 0.500Toluene 1 05/25/23 02:56 V33660MSA
<0.500 µg/L 0.500o-Xylene 1 05/25/23 02:56 V33660MSA
<1.00 µg/L 1.00m,p-Xylene 1 05/25/23 02:56 V33660MSA
<0.500 µg/L 0.500Xylene (Total)1 05/25/23 02:56 V33660
Surrogate: 4-Bromofluorobenzene 83.6 Limits: 70-130%05/25/23 02:561 MSA V33660
Surrogate: Dibromofluoromethane 85.8 Limits: 70-130%05/25/23 02:561 MSA V33660
Surrogate: 1,2-Dichloroethane - d4 85.8 Limits: 70-130%05/25/23 02:561 MSA V33660
Surrogate: Toluene-d8 103 Limits: 70-130%05/25/23 02:561 MSA V33660
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 7 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-144-0004
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 05/24/2023
CDA-044
Report Date : 06/01/2023
Sample ID :
Lab No :
Sampled:WW-2
96950 Matrix:
5/24/2023 10:00
Aqueous
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
370 mg/L 10.0Hardness 1 05/25/23 13:00 2340C-2011SLO
<5.7 mg/L 5.7SGT HEM: Non-Polar Material 1 05/25/23 10:20 1664B-SGTEKF
<2.7 mg/L 2.7Total Suspended Solids 1 05/26/23 13:28 2540D-2015EKF
<0.050 mg/L 0.050Phenols (Total)1 05/26/23 11:30 420.1CLP
<0.500 µg/L 0.500Lead 1 05/31/23 02:02 200.8CPW
<0.500 µg/L 0.500Dissolved Lead 1 05/31/23 21:49 200.8CPW
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 8 of 19
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28203
23-144-0004
01102
Hart & Hickman (Charlotte)
2923 South Tryon St. Ste 100
Shannon Cottrill
Charlotte
Received : 05/24/2023
CDA-044
Report Date : 06/01/2023
Sample ID :
Lab No :
Sampled:WW-2
96950 Matrix:
5/24/2023 10:00
Aqueous
Analytical Method:
Prep Method:
Test Results Units MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<0.500 µg/L 0.500Benzene 1 05/25/23 03:23 V33660MSA
<0.500 µg/L 0.5001,2-Dichloroethane 1 05/25/23 03:23 V33660MSA
<0.500 µg/L 0.500Ethylbenzene 1 05/25/23 03:23 V33660MSA
<1.00 µg/L 1.00Methyl tert-butyl ether (MTBE)1 05/25/23 03:23 V33660MSA
<1.00 µg/L 1.00Naphthalene 1 05/25/23 03:23 V33660MSA
<0.500 µg/L 0.500Toluene 1 05/25/23 03:23 V33660MSA
<0.500 µg/L 0.500o-Xylene 1 05/25/23 03:23 V33660MSA
<1.00 µg/L 1.00m,p-Xylene 1 05/25/23 03:23 V33660MSA
<0.500 µg/L 0.500Xylene (Total)1 05/25/23 03:23 V33660
Surrogate: 4-Bromofluorobenzene 104 Limits: 70-130%05/25/23 03:231 MSA V33660
Surrogate: Dibromofluoromethane 97.4 Limits: 70-130%05/25/23 03:231 MSA V33660
Surrogate: 1,2-Dichloroethane - d4 97.8 Limits: 70-130%05/25/23 03:231 MSA V33660
Surrogate: Toluene-d8 102 Limits: 70-130%05/25/23 03:231 MSA V33660
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 9 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Oil and Grease - TPH
1664B-SGT
V33656QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 96949, 96950
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/25/23 10:205.0< 5.0mg/LSGT HEM: Non-Polar Material
OPROngoing Precision and Recovery
%
RecoveryParameter
AnalyzedOPR
Result
Spike
Conc.Units
Qualifiers%Rec
Limits
91.0 05/25/23 10:2018.120.0mg/LSGT HEM: Non-Polar Material 64-132
Page 1 of 8Date:06/01/2023 01:32 PM
Page 10 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Metals Analyses
200.8
L684889QC Analytical Batch(es):
Analysis Method:
Analysis Description:
200.8 (PREP)
QC Prep:L684338
Associated Lab Samples: 96949, 96950
LRB-L684338 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/31/23 01:350.500< 0.500µg/LLead
LCS-L684338Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
94.046.850.0µg/LLead 85-115
L 98739-MS-L684338 L 98739-MSD-L684338Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
48.0 96.048.050.050.0< 0.500µg/LLead 96.0 70-130 0.0 20.0
L 98739-PDS-L684338Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
05/31/23 03:4094.023.5µg/LLead
Page 2 of 8Date:06/01/2023 01:32 PM
Page 11 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Metals Analyses
200.8
L685139QC Analytical Batch(es):
Analysis Method:
Analysis Description:
200.8 (PREP)
QC Prep:L684701
Associated Lab Samples: 96949, 96950
LRB-L684701 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/31/23 21:260.500< 0.500µg/LDissolved Lead
LCS-L684701 LCSD-L684701Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
46.4 93.094.047.250.0µg/LDissolved Lead 85-115 1.7 20.0
Page 3 of 8Date:06/01/2023 01:32 PM
Page 12 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Hardness
2340C-2011
V33671QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 96949, 96950
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/25/23 13:005.00< 5.00mg/LHardness
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
10351.550.0mg/LHardness 90-110
V 96949-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/25/23 13:002.1323330mg/LHardness
Page 4 of 8Date:06/01/2023 01:32 PM
Page 13 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Suspended Solids
2540D-2015
V33731QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 96949, 96950
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/26/23 13:282.5< 2.5mg/LTotal Suspended Solids
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
102488477mg/LTotal Suspended Solids 90-110
V 97030-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
10.0 05/26/23 13:286.955405170mg/LTotal Suspended Solids
Page 5 of 8Date:06/01/2023 01:32 PM
Page 14 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
Total Recoverable Phenolics
420.1
L684416QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 96949, 96950
LRB Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
05/26/23 11:300.050< 0.050mg/LPhenols (Total)
LCSLaboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
99.00.7930.800mg/LPhenols (Total)90-110
L 96077-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/26/23 11:300.0< 0.050< 0.050mg/LPhenols (Total)
L 96077-MSMatrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.678 85.00.800< 0.050mg/LPhenols (Total)70-130
Page 6 of 8Date:06/01/2023 01:32 PM
Page 15 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
Associated Lab Samples: 96949, 96950
LRB-V33658 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/24/23 20:530.500< 0.500µg/LBenzene
05/24/23 20:530.500< 0.500µg/L1,2-Dichloroethane
05/24/23 20:530.500< 0.500µg/LEthylbenzene
05/24/23 20:531.00< 1.00µg/LMethyl tert-butyl ether (MTBE)
05/24/23 20:531.00< 1.00µg/LNaphthalene
05/24/23 20:530.500< 0.500µg/LToluene
05/24/23 20:530.500< 0.500µg/Lo-Xylene
05/24/23 20:531.00< 1.00µg/Lm,p-Xylene
05/24/23 20:534-Bromofluorobenzene (S)84.0 70-130
05/24/23 20:53Dibromofluoromethane (S)97.0 70-130
05/24/23 20:531,2-Dichloroethane - d4 (S)96.8 70-130
05/24/23 20:53Toluene-d8 (S)101 70-130
LCS-V33658 LCSD-V33658Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.5 10395.019.020.0µg/LBenzene 70-130 7.5 20.0
18.1 90.585.017.020.0µg/L1,2-Dichloroethane 70-130 6.2 20.0
19.5 97.596.019.220.0µg/LEthylbenzene 70-130 1.5 20.0
19.0 95.094.018.820.0µg/LMethyl tert-butyl ether (MTBE)70-130 1.0 20.0
21.5 10884.016.820.0µg/LNaphthalene 70-130 24.5*20.0
18.7 93.587.017.420.0µg/LToluene 70-130 7.2 20.0
19.4 97.096.519.320.0µg/Lo-Xylene 70-130 0.5 20.0
42.0 10510441.540.0µg/Lm,p-Xylene 70-130 1.1 20.0
99.298.84-Bromofluorobenzene (S)70-130
97.093.8Dibromofluoromethane (S)70-130
Page 7 of 8* QC Fail Date:06/01/2023 01:32 PM
Page 16 of 19
Quality Control Data
23-144-0004Report No:
Project Description:
Client ID:Hart & Hickman (Charlotte)
CDA-044
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
LCS-V33658 LCSD-V33658Laboratory Control Sample & LCSD
LCSD
ResultParameter
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
97.097.41,2-Dichloroethane - d4 (S)70-130
103101Toluene-d8 (S)70-130
Page 8 of 8Date:06/01/2023 01:32 PM
Page 17 of 19
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-144-0004
Hart & Hickman (Charlotte)
01102
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.4C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)?Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/24/2023 11:59:59
Special precautions or instructions included?
Comments:
Page 18 of 19
Page 19 of 19
Rev 07/2019
Certification #NC5356 _______ Date: ______________5/24/23_______________ Facility Name: Airport Drive Release Site_____________________ Analyst: _____________Thomas Vaughan ____________ Permit #: NCG510556 pH Reference Method: SM 4500 H+ B-2011 Instrument ID: ___ULT-003________________
Calibration Time Cal Buffer 7.00 SU Cal Buffer 4.00 SU Cal Buffer 10.00 SU *Check Buffer 7.00 SU Comments
9:00 7.09 4.06 9.95 7.05

*pH check buffer must read within ± 0.1 pH units of the buffer’s true value. 4 SU buffer Lot#/: 1GG104 7 SU buffer Lot#/: 2GA310 10 SU buffer Lot#: 1GG429
Sample location Sample Collection Time♦ Sample Analysis Time♦ pH Result ►Post-analysis Buffer Check value Comments/Data Qualifiers
WW-1 9:17 9:17 7.8 7.05 Measured in situ
WW-2 10:04 10:04 8.0 7.05 Measured in situ

♦If sample is measured directly in the stream and/or on site, one time may be recorded for collection and analysis with the notation that they are measured in situ or immediately at the sample site. ► Post analysis buffer check is required when performing analyses at multiple sampling locations and must be within ± 0.1 units of the buffer’s true value All pH values in pH units (i.e., S.U.). Record all data to the nearest 0.01 S.U. and report to the nearest 0.1 S.U. Field Personnel Notes/Equipment Maintenance

ANALYTICAL REPORT
PREPARED FOR
Attn: Mr. Shannon Cottrill
Hart & Hickman, PC
2923 S Tryon Street
Suite 100
Charlotte, North Carolina 28203
Generated 6/6/2023 8:41:41 AM
JOB DESCRIPTION
Charlotte Airport DPE
JOB NUMBER
140-31906-1
See page two for job notes and contact information.
Knoxville TN 37921
5815 Middlebrook Pike
Eurofins Knoxville
Page 1 of 33
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Eurofins Knoxville
Eurofins Knoxville is a laboratory within TestAmerica Laboratories, Inc., 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 TestAmerica Project Manager.
Authorization
Generated
6/6/2023 8:41:41 AM
Authorized for release by
Ryan Henry, Project Manager I
[e-mail]
[phone]
Page 2 of 33 6/6/2023
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Table of Contents
Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Laboratory Job ID: 140-31906-1
Page 3 of 33 Eurofins Knoxville6/6/2023
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8
Default Detection Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27
Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .29
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31
Air Canister Dilution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33
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Definitions/Glossary
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Qualifiers
Air - GC/MS VOA
Qualifier Description
*-LCS and/or LCSD is outside acceptance limits, low biased.
Qualifier
*+LCS and/or LCSD is outside acceptance limits, high biased.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Glossary
These commonly used abbreviations may or may not be present in this report.
¤Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level"
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
NEG Negative / Absent
POS Positive / Present
PQL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins Knoxville
Page 4 of 33 6/6/2023
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Case Narrative
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Job ID: 140-31906-1
Laboratory: Eurofins Knoxville
Narrative
Job Narrative
140-31906-1
Receipt
The samples were received on 5/25/2023 at 9:45am and arrived in good condition.
Receipt Exceptions
The following samples were received in air sample bags: DPE-1 (140-31906-1) and DPE-2 (140-31906-2). EPA Methods TO-14A and
TO-15 describe the use of canisters for sampling and analysis, therefore, the use of air sample bags constitutes a modification to the
method.
Air - GC/MS VOA
Methods TO 15 LL, TO-14A, TO-15: EPA methods TO-14A and TO-15 specify the use of humidified "zero air" as the blank reagent for
canister cleaning, instrument calibration and sample analysis. Ultra-high purity humidified nitrogen from a cryogenic reservoir is used in
place of "zero air" by Eurofins TestAmerica Knoxville.
Methods TO 15 LL, TO-15: The continuing calibration verification (CCV) associated with batch 140-73677 exhibited % difference of > 30%
for the following analyte(s): Hexachlorobutadiene; however, the results were within the LCS acceptance limits. The EPA method requires
that all target analytes in the continuing calibration verification standard be within 30% difference from the initial calibration. According to
the laboratory standard operating procedure, the continuing calibration is acceptable if it meets the laboratory control sample acceptance
criteria.
Methods TO 15 LL, TO-15: The continuing calibration verification (CCV) associated with batch 140-73677 recovered above the upper
control limit for Carbon tetrachloride. The samples associated with this CCV were non-detects above the reporting limit (RL) for the
affected analyte; therefore, the data have been reported.
Methods TO 15 LL, TO-15: The laboratory control sample (LCS) for analytical batch 140-73677 recovered outside control limits for the
following analyte: Carbon tetrachloride. This analyte was biased high in the LCS and was not detected above the reporting limit (RL) in
the associated samples; therefore, the data have been reported.
Method TO-15: The following sample was diluted due to the abundance of non-target analytes: DPE-2 (140-31906-2). Elevated reporting
limits (RLs) are provided.
Method TO-15: The continuing calibration verification (CCV) associated with batch 140-73699 exhibited % difference of > 30% for the
following analyte(s): Hexachlorobutadiene; however, the results were within the LCS acceptance limits. The EPA method requires that all
target analytes in the continuing calibration verification standard be within 30% difference from the initial calibration. According to the
laboratory standard operating procedure, the continuing calibration is acceptable if it meets the laboratory control sample acceptance
criteria.
Method TO-15: The continuing calibration verification (CCV) associated with batch 140-73699 recovered above the upper control limit for
Carbon tetrachloride. The samples associated with this CCV were non-detects above the reporting limit (RL) for the affected analytes;
therefore, the data have been reported.
Method TO-15: The following analyte(s) recovered outside control limits for the LCS associated with analytical batch 140-73699:
Hexachlorobutadiene. This is not indicative of a systematic control problem because this was random marginal exceedance. Qualified
results have been reported.
Method TO-15: The laboratory control sample (LCS) for analytical batch 140-73699 recovered outside control limits for the following
analyte: Carbon tetrachloride. This analyte was biased high in the LCS and was not detected above the reporting limit (RL) in the
associated samples; therefore, the data have been reported.
Method Air Transfer: The following samples were received in air sample bags: DPE-1 (140-31906-1) and DPE-2 (140-31906-2). In order
to extend the holding times, these samples were transferred from the air sample bags into Summa canisters.
Eurofins KnoxvillePage 5 of 33 6/6/2023
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Case Narrative
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Job ID: 140-31906-1 (Continued)
Laboratory: Eurofins Knoxville (Continued)
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Eurofins KnoxvillePage 6 of 33 6/6/2023
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Sample Summary
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Lab Sample ID Client Sample ID Matrix Collected Received
140-31906-1 DPE-1 Air 05/24/23 13:00 05/25/23 09:45
140-31906-2 DPE-2 Air 05/24/23 10:00 05/25/23 09:45
Eurofins KnoxvillePage 7 of 33 6/6/2023
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Client Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Lab Sample ID: 140-31906-1Client Sample ID: DPE-1
Matrix: AirDate Collected: 05/24/23 13:00
Date Received: 05/25/23 09:45
Sample Container: Tedlar Bag - Black - 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air
RL MDL
ND 32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,1,1-Trichloroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,1,2,2-Tetrachloroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,1,2-Trichloro-1,2,2-trifluoroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,1,2-Trichloroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,1-Dichloroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,1-Dichloroethene
320 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,2,4-Trichlorobenzene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 12026001,2,4-Trimethylbenzene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dibromoethane (EDB)
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
64 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichlorobenzene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichloroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichloropropane
64 ppb v/v 05/25/23 13:41 05/30/23 17:41 12013001,3,5-Trimethylbenzene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,3-Dichlorobenzene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,4-Dichlorobenzene
800 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND1,4-Dioxane
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND2-Butanone (MEK)
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND4-Methyl-2-pentanone (MIBK)
1200 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDAcetone
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 12048Benzene
130 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDBenzyl chloride
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDBromodichloromethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDBromoform
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDBromomethane
80 ppb v/v 05/25/23 13:41 05/30/23 17:41 120120Carbon disulfide
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120ND *+Carbon tetrachloride
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDChlorobenzene
130 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDChloroethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDChloroform
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDChloromethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDcis-1,2-Dichloroethene
64 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDcis-1,3-Dichloropropene
80 ppb v/v 05/25/23 13:41 05/30/23 17:41 1201100Cyclohexane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDDibromochloromethane
80 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDDichlorodifluoromethane
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 1201200Ethylbenzene
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDHexachlorobutadiene
130 ppb v/v 05/25/23 13:41 05/30/23 17:41 120720Hexane
800 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDIsopropyl alcohol
130 ppb v/v 05/25/23 13:41 05/30/23 17:41 120550Isopropylbenzene
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDMethyl tert-butyl ether
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDMethylene Chloride
130 ppb v/v 05/25/23 13:41 05/30/23 17:41 1202400m-Xylene & p-Xylene
80 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDNaphthalene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120590o-Xylene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDStyrene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDTetrachloroethene
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Client Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Lab Sample ID: 140-31906-1Client Sample ID: DPE-1
Matrix: AirDate Collected: 05/24/23 13:00
Date Received: 05/25/23 09:45
Sample Container: Tedlar Bag - Black - 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
ND 800 ppb v/v 05/25/23 13:41 05/30/23 17:41 120
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Tetrahydrofuran
160 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDToluene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDtrans-1,2-Dichloroethene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDtrans-1,3-Dichloropropene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDTrichloroethene
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDTrichlorofluoromethane
800 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDVinyl acetate
32 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDVinyl bromide
64 ppb v/v 05/25/23 13:41 05/30/23 17:41 120NDVinyl chloride
RL MDL
ND 170 ug/m3 05/25/23 13:41 05/30/23 17:41 120
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,1,1-Trichloroethane
220 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,1,2,2-Tetrachloroethane
250 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,1,2-Trichloro-1,2,2-trifluoroethane
170 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,1,2-Trichloroethane
130 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,1-Dichloroethane
130 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,1-Dichloroethene
2400 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,2,4-Trichlorobenzene
160 ug/m3 05/25/23 13:41 05/30/23 17:41 120130001,2,4-Trimethylbenzene
250 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dibromoethane (EDB)
220 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
380 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichlorobenzene
130 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichloroethane
150 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,2-Dichloropropane
310 ug/m3 05/25/23 13:41 05/30/23 17:41 12062001,3,5-Trimethylbenzene
190 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,3-Dichlorobenzene
190 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,4-Dichlorobenzene
2900 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND1,4-Dioxane
470 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND2-Butanone (MEK)
660 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND4-Methyl-2-pentanone (MIBK)
2900 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDAcetone
100 ug/m3 05/25/23 13:41 05/30/23 17:41 120150Benzene
660 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDBenzyl chloride
210 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDBromodichloromethane
330 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDBromoform
120 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDBromomethane
250 ug/m3 05/25/23 13:41 05/30/23 17:41 120370Carbon disulfide
200 ug/m3 05/25/23 13:41 05/30/23 17:41 120ND *+Carbon tetrachloride
150 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDChlorobenzene
340 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDChloroethane
160 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDChloroform
330 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDChloromethane
130 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDcis-1,2-Dichloroethene
290 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDcis-1,3-Dichloropropene
280 ug/m3 05/25/23 13:41 05/30/23 17:41 1203800Cyclohexane
270 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDDibromochloromethane
400 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDDichlorodifluoromethane
140 ug/m3 05/25/23 13:41 05/30/23 17:41 1205000Ethylbenzene
1700 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDHexachlorobutadiene
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Client Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Lab Sample ID: 140-31906-1Client Sample ID: DPE-1
Matrix: AirDate Collected: 05/24/23 13:00
Date Received: 05/25/23 09:45
Sample Container: Tedlar Bag - Black - 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
2500 450 ug/m3 05/25/23 13:41 05/30/23 17:41 120
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Hexane
2000 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDIsopropyl alcohol
630 ug/m3 05/25/23 13:41 05/30/23 17:41 1202700Isopropylbenzene
580 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDMethyl tert-butyl ether
560 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDMethylene Chloride
560 ug/m3 05/25/23 13:41 05/30/23 17:41 12010000m-Xylene & p-Xylene
420 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDNaphthalene
140 ug/m3 05/25/23 13:41 05/30/23 17:41 1202600o-Xylene
140 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDStyrene
220 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDTetrachloroethene
2400 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDTetrahydrofuran
600 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDToluene
130 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDtrans-1,2-Dichloroethene
150 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDtrans-1,3-Dichloropropene
170 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDTrichloroethene
180 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDTrichlorofluoromethane
2800 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDVinyl acetate
140 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDVinyl bromide
160 ug/m3 05/25/23 13:41 05/30/23 17:41 120NDVinyl chloride
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Client Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Lab Sample ID: 140-31906-2Client Sample ID: DPE-2
Matrix: AirDate Collected: 05/24/23 10:00
Date Received: 05/25/23 09:45
Sample Container: Tedlar Bag - Black - 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air
RL MDL
ND 50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,1,1-Trichloroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,1,2,2-Tetrachloroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,1,2-Trichloro-1,2,2-trifluoroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,1,2-Trichloroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,1-Dichloroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,1-Dichloroethene
500 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,2,4-Trichlorobenzene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.95001,2,4-Trimethylbenzene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dibromoethane (EDB)
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
100 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichlorobenzene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichloroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichloropropane
100 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.93601,3,5-Trimethylbenzene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,3-Dichlorobenzene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,4-Dichlorobenzene
1200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND1,4-Dioxane
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND2-Butanone (MEK)
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND4-Methyl-2-pentanone (MIBK)
1900 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDAcetone
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDBenzene
200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDBenzyl chloride
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDBromodichloromethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDBromoform
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDBromomethane
120 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDCarbon disulfide
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND *+Carbon tetrachloride
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDChlorobenzene
200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDChloroethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDChloroform
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDChloromethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDcis-1,2-Dichloroethene
100 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDcis-1,3-Dichloropropene
120 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9430Cyclohexane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDDibromochloromethane
120 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDDichlorodifluoromethane
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.984Ethylbenzene
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9ND *-Hexachlorobutadiene
200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDHexane
1200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDIsopropyl alcohol
200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDIsopropylbenzene
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDMethyl tert-butyl ether
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDMethylene Chloride
200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDm-Xylene & p-Xylene
120 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDNaphthalene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDo-Xylene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDStyrene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDTetrachloroethene
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Client Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Lab Sample ID: 140-31906-2Client Sample ID: DPE-2
Matrix: AirDate Collected: 05/24/23 10:00
Date Received: 05/25/23 09:45
Sample Container: Tedlar Bag - Black - 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
ND 1200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Tetrahydrofuran
250 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDToluene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDtrans-1,2-Dichloroethene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDtrans-1,3-Dichloropropene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDTrichloroethene
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDTrichlorofluoromethane
1200 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDVinyl acetate
50 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDVinyl bromide
100 ppb v/v 05/25/23 13:41 05/31/23 18:53 124.9NDVinyl chloride
RL MDL
ND 270 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
1,1,1-Trichloroethane
340 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,1,2,2-Tetrachloroethane
380 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,1,2-Trichloro-1,2,2-trifluoroethane
270 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,1,2-Trichloroethane
200 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,1-Dichloroethane
200 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,1-Dichloroethene
3700 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,2,4-Trichlorobenzene
250 ug/m3 05/25/23 13:41 05/31/23 18:53 124.925001,2,4-Trimethylbenzene
380 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dibromoethane (EDB)
350 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
600 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichlorobenzene
200 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichloroethane
230 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,2-Dichloropropane
490 ug/m3 05/25/23 13:41 05/31/23 18:53 124.918001,3,5-Trimethylbenzene
300 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,3-Dichlorobenzene
300 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,4-Dichlorobenzene
4500 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND1,4-Dioxane
740 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND2-Butanone (MEK)
1000 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND4-Methyl-2-pentanone (MIBK)
4500 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDAcetone
160 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDBenzene
1000 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDBenzyl chloride
330 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDBromodichloromethane
520 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDBromoform
190 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDBromomethane
390 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDCarbon disulfide
310 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND *+Carbon tetrachloride
230 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDChlorobenzene
530 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDChloroethane
240 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDChloroform
520 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDChloromethane
200 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDcis-1,2-Dichloroethene
450 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDcis-1,3-Dichloropropene
430 ug/m3 05/25/23 13:41 05/31/23 18:53 124.91500Cyclohexane
430 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDDibromochloromethane
620 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDDichlorodifluoromethane
220 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9360Ethylbenzene
2700 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9ND *-Hexachlorobutadiene
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Client Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Lab Sample ID: 140-31906-2Client Sample ID: DPE-2
Matrix: AirDate Collected: 05/24/23 10:00
Date Received: 05/25/23 09:45
Sample Container: Tedlar Bag - Black - 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
ND 700 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9
Analyte Dil FacAnalyzedPreparedUnit DResult Qualifier
Hexane
3100 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDIsopropyl alcohol
980 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDIsopropylbenzene
900 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDMethyl tert-butyl ether
870 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDMethylene Chloride
870 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDm-Xylene & p-Xylene
650 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDNaphthalene
220 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDo-Xylene
210 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDStyrene
340 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDTetrachloroethene
3700 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDTetrahydrofuran
940 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDToluene
200 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDtrans-1,2-Dichloroethene
230 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDtrans-1,3-Dichloropropene
270 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDTrichloroethene
280 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDTrichlorofluoromethane
4400 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDVinyl acetate
220 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDVinyl bromide
260 ug/m3 05/25/23 13:41 05/31/23 18:53 124.9NDVinyl chloride
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Default Detection Limits
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Prep: Air Transfer
0.201,1,1-Trichloroethane ppb v/v
Analyte UnitsMDLRL
0.072
1.11,1,1-Trichloroethane ug/m30.39
0.201,1,2,2-Tetrachloroethane ppb v/v0.035
1.41,1,2,2-Tetrachloroethane ug/m30.24
0.201,1,2-Trichloro-1,2,2-trifluoroethane ppb v/v0.024
1.51,1,2-Trichloro-1,2,2-trifluoroethane ug/m30.18
0.201,1,2-Trichloroethane ppb v/v0.038
1.11,1,2-Trichloroethane ug/m30.21
0.201,1-Dichloroethane ppb v/v0.027
0.811,1-Dichloroethane ug/m30.11
0.201,1-Dichloroethene ppb v/v0.032
0.791,1-Dichloroethene ug/m30.13
2.01,2,4-Trichlorobenzene ppb v/v0.089
151,2,4-Trichlorobenzene ug/m30.66
0.201,2,4-Trimethylbenzene ppb v/v0.050
0.981,2,4-Trimethylbenzene ug/m30.25
0.201,2-Dibromoethane (EDB)ppb v/v0.031
1.51,2-Dibromoethane (EDB)ug/m30.24
0.201,2-Dichloro-1,1,2,2-tetrafluoroethane ppb v/v0.030
1.41,2-Dichloro-1,1,2,2-tetrafluoroethane ug/m30.21
0.401,2-Dichlorobenzene ppb v/v0.078
2.41,2-Dichlorobenzene ug/m30.47
0.201,2-Dichloroethane ppb v/v0.025
0.811,2-Dichloroethane ug/m30.10
0.201,2-Dichloropropane ppb v/v0.025
0.921,2-Dichloropropane ug/m30.12
0.401,3,5-Trimethylbenzene ppb v/v0.16
2.01,3,5-Trimethylbenzene ug/m30.79
0.201,3-Dichlorobenzene ppb v/v0.040
1.21,3-Dichlorobenzene ug/m30.24
0.201,4-Dichlorobenzene ppb v/v0.040
1.21,4-Dichlorobenzene ug/m30.24
5.01,4-Dioxane ppb v/v0.075
181,4-Dioxane ug/m30.27
1.02-Butanone (MEK)ppb v/v0.18
2.92-Butanone (MEK)ug/m30.53
1.04-Methyl-2-pentanone (MIBK)ppb v/v0.14
4.14-Methyl-2-pentanone (MIBK)ug/m30.57
7.5Acetone ppb v/v1.4
18Acetone ug/m33.3
0.20Benzene ppb v/v0.033
0.64Benzene ug/m30.11
0.80Benzyl chloride ppb v/v0.095
4.1Benzyl chloride ug/m30.49
0.20Bromodichloromethane ppb v/v0.044
1.3Bromodichloromethane ug/m30.29
0.20Bromoform ppb v/v0.066
2.1Bromoform ug/m30.68
0.20Bromomethane ppb v/v0.055
0.78Bromomethane ug/m30.21
0.50Carbon disulfide ppb v/v0.087
1.6Carbon disulfide ug/m30.27
Eurofins Knoxville
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Default Detection Limits
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Prep: Air Transfer
0.20Carbon tetrachloride ppb v/v
Analyte UnitsMDLRL
0.032
1.3Carbon tetrachloride ug/m30.20
0.20Chlorobenzene ppb v/v0.056
0.92Chlorobenzene ug/m30.26
0.80Chloroethane ppb v/v0.079
2.1Chloroethane ug/m30.21
0.20Chloroform ppb v/v0.036
0.98Chloroform ug/m30.18
1.0Chloromethane ppb v/v0.16
2.1Chloromethane ug/m30.33
0.20cis-1,2-Dichloroethene ppb v/v0.025
0.79cis-1,2-Dichloroethene ug/m30.099
0.40cis-1,3-Dichloropropene ppb v/v0.048
1.8cis-1,3-Dichloropropene ug/m30.22
0.50Cyclohexane ppb v/v0.093
1.7Cyclohexane ug/m30.32
0.20Dibromochloromethane ppb v/v0.034
1.7Dibromochloromethane ug/m30.29
0.50Dichlorodifluoromethane ppb v/v0.035
2.5Dichlorodifluoromethane ug/m30.17
0.20Ethylbenzene ppb v/v0.033
0.87Ethylbenzene ug/m30.14
1.0Hexachlorobutadiene ppb v/v0.080
11Hexachlorobutadiene ug/m30.85
0.80Hexane ppb v/v0.063
2.8Hexane ug/m30.22
5.0Isopropyl alcohol ppb v/v0.24
12Isopropyl alcohol ug/m30.59
0.80Isopropylbenzene ppb v/v0.043
3.9Isopropylbenzene ug/m30.21
1.0Methyl tert-butyl ether ppb v/v0.13
3.6Methyl tert-butyl ether ug/m30.47
1.0Methylene Chloride ppb v/v0.34
3.5Methylene Chloride ug/m31.2
0.80m-Xylene & p-Xylene ppb v/v0.073
3.5m-Xylene & p-Xylene ug/m30.32
0.50Naphthalene ppb v/v0.10
2.6Naphthalene ug/m30.52
0.20o-Xylene ppb v/v0.038
0.87o-Xylene ug/m30.17
0.20Styrene ppb v/v0.060
0.85Styrene ug/m30.26
0.20Tetrachloroethene ppb v/v0.029
1.4Tetrachloroethene ug/m30.20
5.0Tetrahydrofuran ppb v/v0.18
15Tetrahydrofuran ug/m30.53
1.0Toluene ppb v/v0.057
3.8Toluene ug/m30.21
0.20trans-1,2-Dichloroethene ppb v/v0.033
0.79trans-1,2-Dichloroethene ug/m30.13
0.20trans-1,3-Dichloropropene ppb v/v0.049
0.91trans-1,3-Dichloropropene ug/m30.22
Eurofins Knoxville
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Default Detection Limits
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Prep: Air Transfer
0.20Trichloroethene ppb v/v
Analyte UnitsMDLRL
0.033
1.1Trichloroethene ug/m30.18
0.20Trichlorofluoromethane ppb v/v0.028
1.1Trichlorofluoromethane ug/m30.16
5.0Vinyl acetate ppb v/v0.070
18Vinyl acetate ug/m30.25
0.20Vinyl bromide ppb v/v0.050
0.87Vinyl bromide ug/m30.22
0.40Vinyl chloride ppb v/v0.065
1.0Vinyl chloride ug/m30.17
Eurofins Knoxville
Page 16 of 33 6/6/2023
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Client Sample ID: Method BlankLab Sample ID: MB 140-73677/5
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73677
RL MDL
1,1,1-Trichloroethane ND 0.20 ppb v/v 05/30/23 10:47 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.20 ppb v/v 05/30/23 10:47 11,1,2,2-Tetrachloroethane
ND 0.20 ppb v/v 05/30/23 10:47 11,1,2-Trichloro-1,2,2-trifluoroethane
ND 0.20 ppb v/v 05/30/23 10:47 11,1,2-Trichloroethane
ND 0.20 ppb v/v 05/30/23 10:47 11,1-Dichloroethane
ND 0.20 ppb v/v 05/30/23 10:47 11,1-Dichloroethene
ND 2.0 ppb v/v 05/30/23 10:47 11,2,4-Trichlorobenzene
ND 0.20 ppb v/v 05/30/23 10:47 11,2,4-Trimethylbenzene
ND 0.20 ppb v/v 05/30/23 10:47 11,2-Dibromoethane (EDB)
ND 0.20 ppb v/v 05/30/23 10:47 11,2-Dichloro-1,1,2,2-tetrafluoroethane
ND 0.40 ppb v/v 05/30/23 10:47 11,2-Dichlorobenzene
ND 0.20 ppb v/v 05/30/23 10:47 11,2-Dichloroethane
ND 0.20 ppb v/v 05/30/23 10:47 11,2-Dichloropropane
ND 0.40 ppb v/v 05/30/23 10:47 11,3,5-Trimethylbenzene
ND 0.20 ppb v/v 05/30/23 10:47 11,3-Dichlorobenzene
ND 0.20 ppb v/v 05/30/23 10:47 11,4-Dichlorobenzene
ND 5.0 ppb v/v 05/30/23 10:47 11,4-Dioxane
ND 1.0 ppb v/v 05/30/23 10:47 12-Butanone (MEK)
ND 1.0 ppb v/v 05/30/23 10:47 14-Methyl-2-pentanone (MIBK)
ND 7.5 ppb v/v 05/30/23 10:47 1Acetone
ND 0.20 ppb v/v 05/30/23 10:47 1Benzene
ND 0.80 ppb v/v 05/30/23 10:47 1Benzyl chloride
ND 0.20 ppb v/v 05/30/23 10:47 1Bromodichloromethane
ND 0.20 ppb v/v 05/30/23 10:47 1Bromoform
ND 0.20 ppb v/v 05/30/23 10:47 1Bromomethane
ND 0.50 ppb v/v 05/30/23 10:47 1Carbon disulfide
ND 0.20 ppb v/v 05/30/23 10:47 1Carbon tetrachloride
ND 0.20 ppb v/v 05/30/23 10:47 1Chlorobenzene
ND 0.80 ppb v/v 05/30/23 10:47 1Chloroethane
ND 0.20 ppb v/v 05/30/23 10:47 1Chloroform
ND 1.0 ppb v/v 05/30/23 10:47 1Chloromethane
ND 0.20 ppb v/v 05/30/23 10:47 1cis-1,2-Dichloroethene
ND 0.40 ppb v/v 05/30/23 10:47 1cis-1,3-Dichloropropene
ND 0.50 ppb v/v 05/30/23 10:47 1Cyclohexane
ND 0.20 ppb v/v 05/30/23 10:47 1Dibromochloromethane
ND 0.50 ppb v/v 05/30/23 10:47 1Dichlorodifluoromethane
ND 0.20 ppb v/v 05/30/23 10:47 1Ethylbenzene
ND 1.0 ppb v/v 05/30/23 10:47 1Hexachlorobutadiene
ND 0.80 ppb v/v 05/30/23 10:47 1Hexane
ND 5.0 ppb v/v 05/30/23 10:47 1Isopropyl alcohol
ND 0.80 ppb v/v 05/30/23 10:47 1Isopropylbenzene
ND 1.0 ppb v/v 05/30/23 10:47 1Methyl tert-butyl ether
ND 1.0 ppb v/v 05/30/23 10:47 1Methylene Chloride
ND 0.80 ppb v/v 05/30/23 10:47 1m-Xylene & p-Xylene
ND 0.50 ppb v/v 05/30/23 10:47 1Naphthalene
ND 0.20 ppb v/v 05/30/23 10:47 1o-Xylene
ND 0.20 ppb v/v 05/30/23 10:47 1Styrene
ND 0.20 ppb v/v 05/30/23 10:47 1Tetrachloroethene
Eurofins Knoxville
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-73677/5
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73677
RL MDL
Tetrahydrofuran ND 5.0 ppb v/v 05/30/23 10:47 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.0 ppb v/v 05/30/23 10:47 1Toluene
ND 0.20 ppb v/v 05/30/23 10:47 1trans-1,2-Dichloroethene
ND 0.20 ppb v/v 05/30/23 10:47 1trans-1,3-Dichloropropene
ND 0.20 ppb v/v 05/30/23 10:47 1Trichloroethene
ND 0.20 ppb v/v 05/30/23 10:47 1Trichlorofluoromethane
ND 5.0 ppb v/v 05/30/23 10:47 1Vinyl acetate
ND 0.20 ppb v/v 05/30/23 10:47 1Vinyl bromide
ND 0.40 ppb v/v 05/30/23 10:47 1Vinyl chloride
RL MDL
1,1,1-Trichloroethane ND 1.1 ug/m3 05/30/23 10:47 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.4 ug/m3 05/30/23 10:47 11,1,2,2-Tetrachloroethane
ND 1.5 ug/m3 05/30/23 10:47 11,1,2-Trichloro-1,2,2-trifluoroethane
ND 1.1 ug/m3 05/30/23 10:47 11,1,2-Trichloroethane
ND 0.81 ug/m3 05/30/23 10:47 11,1-Dichloroethane
ND 0.79 ug/m3 05/30/23 10:47 11,1-Dichloroethene
ND 15 ug/m3 05/30/23 10:47 11,2,4-Trichlorobenzene
ND 0.98 ug/m3 05/30/23 10:47 11,2,4-Trimethylbenzene
ND 1.5 ug/m3 05/30/23 10:47 11,2-Dibromoethane (EDB)
ND 1.4 ug/m3 05/30/23 10:47 11,2-Dichloro-1,1,2,2-tetrafluoroethane
ND 2.4 ug/m3 05/30/23 10:47 11,2-Dichlorobenzene
ND 0.81 ug/m3 05/30/23 10:47 11,2-Dichloroethane
ND 0.92 ug/m3 05/30/23 10:47 11,2-Dichloropropane
ND 2.0 ug/m3 05/30/23 10:47 11,3,5-Trimethylbenzene
ND 1.2 ug/m3 05/30/23 10:47 11,3-Dichlorobenzene
ND 1.2 ug/m3 05/30/23 10:47 11,4-Dichlorobenzene
ND 18 ug/m3 05/30/23 10:47 11,4-Dioxane
ND 2.9 ug/m3 05/30/23 10:47 12-Butanone (MEK)
ND 4.1 ug/m3 05/30/23 10:47 14-Methyl-2-pentanone (MIBK)
ND 18 ug/m3 05/30/23 10:47 1Acetone
ND 0.64 ug/m3 05/30/23 10:47 1Benzene
ND 4.1 ug/m3 05/30/23 10:47 1Benzyl chloride
ND 1.3 ug/m3 05/30/23 10:47 1Bromodichloromethane
ND 2.1 ug/m3 05/30/23 10:47 1Bromoform
ND 0.78 ug/m3 05/30/23 10:47 1Bromomethane
ND 1.6 ug/m3 05/30/23 10:47 1Carbon disulfide
ND 1.3 ug/m3 05/30/23 10:47 1Carbon tetrachloride
ND 0.92 ug/m3 05/30/23 10:47 1Chlorobenzene
ND 2.1 ug/m3 05/30/23 10:47 1Chloroethane
ND 0.98 ug/m3 05/30/23 10:47 1Chloroform
ND 2.1 ug/m3 05/30/23 10:47 1Chloromethane
ND 0.79 ug/m3 05/30/23 10:47 1cis-1,2-Dichloroethene
ND 1.8 ug/m3 05/30/23 10:47 1cis-1,3-Dichloropropene
ND 1.7 ug/m3 05/30/23 10:47 1Cyclohexane
ND 1.7 ug/m3 05/30/23 10:47 1Dibromochloromethane
ND 2.5 ug/m3 05/30/23 10:47 1Dichlorodifluoromethane
ND 0.87 ug/m3 05/30/23 10:47 1Ethylbenzene
ND 11 ug/m3 05/30/23 10:47 1Hexachlorobutadiene
Eurofins Knoxville
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-73677/5
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73677
RL MDL
Hexane ND 2.8 ug/m3 05/30/23 10:47 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 12 ug/m3 05/30/23 10:47 1Isopropyl alcohol
ND 3.9 ug/m3 05/30/23 10:47 1Isopropylbenzene
ND 3.6 ug/m3 05/30/23 10:47 1Methyl tert-butyl ether
ND 3.5 ug/m3 05/30/23 10:47 1Methylene Chloride
ND 3.5 ug/m3 05/30/23 10:47 1m-Xylene & p-Xylene
ND 2.6 ug/m3 05/30/23 10:47 1Naphthalene
ND 0.87 ug/m3 05/30/23 10:47 1o-Xylene
ND 0.85 ug/m3 05/30/23 10:47 1Styrene
ND 1.4 ug/m3 05/30/23 10:47 1Tetrachloroethene
ND 15 ug/m3 05/30/23 10:47 1Tetrahydrofuran
ND 3.8 ug/m3 05/30/23 10:47 1Toluene
ND 0.79 ug/m3 05/30/23 10:47 1trans-1,2-Dichloroethene
ND 0.91 ug/m3 05/30/23 10:47 1trans-1,3-Dichloropropene
ND 1.1 ug/m3 05/30/23 10:47 1Trichloroethene
ND 1.1 ug/m3 05/30/23 10:47 1Trichlorofluoromethane
ND 18 ug/m3 05/30/23 10:47 1Vinyl acetate
ND 0.87 ug/m3 05/30/23 10:47 1Vinyl bromide
ND 1.0 ug/m3 05/30/23 10:47 1Vinyl chloride
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-73677/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73677
1,1,1-Trichloroethane 3.00 3.22 ppb v/v 107 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 3.00 3.06 ppb v/v 102 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha
ne
3.00 3.11 ppb v/v 104 70-130
1,1,2-Trichloroethane 3.00 3.05 ppb v/v 102 70-130
1,1-Dichloroethane 3.00 3.24 ppb v/v 108 70-130
1,1-Dichloroethene 3.00 2.79 ppb v/v 93 70-130
1,2,4-Trichlorobenzene 3.00 3.00 ppb v/v 100 60-140
1,2,4-Trimethylbenzene 3.00 3.46 ppb v/v 115 70-130
1,2-Dibromoethane (EDB)3.00 3.19 ppb v/v 106 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet
hane
3.00 2.66 ppb v/v 89 60-140
1,2-Dichlorobenzene 3.00 3.49 ppb v/v 116 70-130
1,2-Dichloroethane 3.00 3.44 ppb v/v 115 70-130
1,2-Dichloropropane 3.00 3.11 ppb v/v 104 70-130
1,3,5-Trimethylbenzene 3.00 3.86 ppb v/v 129 70-130
1,3-Dichlorobenzene 3.00 3.41 ppb v/v 114 70-130
1,4-Dichlorobenzene 3.00 3.59 ppb v/v 120 70-130
1,4-Dioxane 3.00 2.69 ppb v/v 90 60-140
2-Butanone (MEK)3.00 2.82 ppb v/v 94 60-140
4-Methyl-2-pentanone (MIBK)3.00 2.65 ppb v/v 88 60-140
Acetone 3.00 2.61 J ppb v/v 87 60-140
Benzene 3.00 2.98 ppb v/v 99 70-130
Benzyl chloride 3.00 3.61 ppb v/v 120 70-130
Eurofins Knoxville
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-73677/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73677
Bromodichloromethane 3.00 3.40 ppb v/v 113 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Bromoform 3.00 3.30 ppb v/v 110 60-140
Bromomethane 3.00 2.71 ppb v/v 90 70-130
Carbon disulfide 3.00 3.09 ppb v/v 103 70-130
Carbon tetrachloride 3.00 4.13 *+ ppb v/v 138 70-130
Chlorobenzene 3.00 3.23 ppb v/v 108 70-130
Chloroethane 3.00 2.56 ppb v/v 85 70-130
Chloroform 3.00 3.16 ppb v/v 105 70-130
Chloromethane 3.00 2.29 ppb v/v 76 60-140
cis-1,2-Dichloroethene 3.00 2.94 ppb v/v 98 70-130
cis-1,3-Dichloropropene 3.00 3.26 ppb v/v 109 70-130
Cyclohexane 3.00 2.75 ppb v/v 92 70-130
Dibromochloromethane 3.00 3.77 ppb v/v 126 70-130
Dichlorodifluoromethane 3.00 3.00 ppb v/v 100 60-140
Ethylbenzene 3.00 2.80 ppb v/v 93 70-130
Hexachlorobutadiene 3.00 1.91 ppb v/v 64 60-140
Hexane 3.00 2.80 ppb v/v 93 70-130
Isopropyl alcohol 3.00 3.08 ppb v/v 103 60-140
Isopropylbenzene 3.00 3.22 ppb v/v 107 70-130
Methyl tert-butyl ether 3.00 3.02 ppb v/v 101 60-140
Methylene Chloride 3.00 2.73 ppb v/v 91 70-130
m-Xylene & p-Xylene 6.00 5.87 ppb v/v 98 70-130
Naphthalene 3.00 3.63 ppb v/v 121 60-140
o-Xylene 3.00 2.92 ppb v/v 97 70-130
Styrene 3.00 3.08 ppb v/v 103 70-130
Tetrachloroethene 3.00 3.25 ppb v/v 108 70-130
Tetrahydrofuran 3.00 2.65 ppb v/v 88 60-140
Toluene 3.00 2.90 ppb v/v 97 70-130
trans-1,2-Dichloroethene 3.00 2.90 ppb v/v 97 70-130
trans-1,3-Dichloropropene 3.00 3.20 ppb v/v 107 70-130
Trichloroethene 3.00 3.08 ppb v/v 103 70-130
Trichlorofluoromethane 3.00 3.18 ppb v/v 106 60-140
Vinyl acetate 3.00 3.29 ppb v/v 110 60-140
Vinyl bromide 3.00 2.99 ppb v/v 100 60-140
Vinyl chloride 3.00 2.47 ppb v/v 82 70-130
1,1,1-Trichloroethane 16 17.6 ug/m3 107 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 21 21.0 ug/m3 102 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha
ne
23 23.9 ug/m3 104 70-130
1,1,2-Trichloroethane 16 16.7 ug/m3 102 70-130
1,1-Dichloroethane 12 13.1 ug/m3 108 70-130
1,1-Dichloroethene 12 11.1 ug/m3 93 70-130
1,2,4-Trichlorobenzene 22 22.3 ug/m3 100 60-140
1,2,4-Trimethylbenzene 15 17.0 ug/m3 115 70-130
1,2-Dibromoethane (EDB)23 24.5 ug/m3 106 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet
hane
21 18.6 ug/m3 89 60-140
Eurofins Knoxville
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-73677/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73677
1,2-Dichlorobenzene 18 21.0 ug/m3 116 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,2-Dichloroethane 12 13.9 ug/m3 115 70-130
1,2-Dichloropropane 14 14.4 ug/m3 104 70-130
1,3,5-Trimethylbenzene 15 19.0 ug/m3 129 70-130
1,3-Dichlorobenzene 18 20.5 ug/m3 114 70-130
1,4-Dichlorobenzene 18 21.6 ug/m3 120 70-130
1,4-Dioxane 11 9.69 ug/m3 90 60-140
2-Butanone (MEK)8.8 8.32 ug/m3 94 60-140
4-Methyl-2-pentanone (MIBK)12 10.9 ug/m3 88 60-140
Acetone 7.1 6.21 J ug/m3 87 60-140
Benzene 9.6 9.51 ug/m3 99 70-130
Benzyl chloride 16 18.7 ug/m3 120 70-130
Bromodichloromethane 20 22.8 ug/m3 113 70-130
Bromoform 31 34.1 ug/m3 110 60-140
Bromomethane 12 10.5 ug/m3 90 70-130
Carbon disulfide 9.3 9.63 ug/m3 103 70-130
Carbon tetrachloride 19 26.0 *+ ug/m3 138 70-130
Chlorobenzene 14 14.9 ug/m3 108 70-130
Chloroethane 7.9 6.76 ug/m3 85 70-130
Chloroform 15 15.4 ug/m3 105 70-130
Chloromethane 6.2 4.74 ug/m3 76 60-140
cis-1,2-Dichloroethene 12 11.7 ug/m3 98 70-130
cis-1,3-Dichloropropene 14 14.8 ug/m3 109 70-130
Cyclohexane 10 9.45 ug/m3 92 70-130
Dibromochloromethane 26 32.1 ug/m3 126 70-130
Dichlorodifluoromethane 15 14.9 ug/m3 100 60-140
Ethylbenzene 13 12.2 ug/m3 93 70-130
Hexachlorobutadiene 32 20.4 ug/m3 64 60-140
Hexane 11 9.85 ug/m3 93 70-130
Isopropyl alcohol 7.4 7.58 ug/m3 103 60-140
Isopropylbenzene 15 15.8 ug/m3 107 70-130
Methyl tert-butyl ether 11 10.9 ug/m3 101 60-140
Methylene Chloride 10 9.50 ug/m3 91 70-130
m-Xylene & p-Xylene 26 25.5 ug/m3 98 70-130
Naphthalene 16 19.0 ug/m3 121 60-140
o-Xylene 13 12.7 ug/m3 97 70-130
Styrene 13 13.1 ug/m3 103 70-130
Tetrachloroethene 20 22.0 ug/m3 108 70-130
Tetrahydrofuran 8.8 7.80 ug/m3 88 60-140
Toluene 11 10.9 ug/m3 97 70-130
trans-1,2-Dichloroethene 12 11.5 ug/m3 97 70-130
trans-1,3-Dichloropropene 14 14.5 ug/m3 107 70-130
Trichloroethene 16 16.5 ug/m3 103 70-130
Trichlorofluoromethane 17 17.9 ug/m3 106 60-140
Vinyl acetate 11 11.6 ug/m3 110 60-140
Vinyl bromide 13 13.1 ug/m3 100 60-140
Vinyl chloride 7.7 6.31 ug/m3 82 70-130
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-73699/5
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73699
RL MDL
1,1,1-Trichloroethane ND 0.20 ppb v/v 05/31/23 12:06 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.20 ppb v/v 05/31/23 12:06 11,1,2,2-Tetrachloroethane
ND 0.20 ppb v/v 05/31/23 12:06 11,1,2-Trichloro-1,2,2-trifluoroethane
ND 0.20 ppb v/v 05/31/23 12:06 11,1,2-Trichloroethane
ND 0.20 ppb v/v 05/31/23 12:06 11,1-Dichloroethane
ND 0.20 ppb v/v 05/31/23 12:06 11,1-Dichloroethene
ND 2.0 ppb v/v 05/31/23 12:06 11,2,4-Trichlorobenzene
ND 0.20 ppb v/v 05/31/23 12:06 11,2,4-Trimethylbenzene
ND 0.20 ppb v/v 05/31/23 12:06 11,2-Dibromoethane (EDB)
ND 0.20 ppb v/v 05/31/23 12:06 11,2-Dichloro-1,1,2,2-tetrafluoroethane
ND 0.40 ppb v/v 05/31/23 12:06 11,2-Dichlorobenzene
ND 0.20 ppb v/v 05/31/23 12:06 11,2-Dichloroethane
ND 0.20 ppb v/v 05/31/23 12:06 11,2-Dichloropropane
ND 0.40 ppb v/v 05/31/23 12:06 11,3,5-Trimethylbenzene
ND 0.20 ppb v/v 05/31/23 12:06 11,3-Dichlorobenzene
ND 0.20 ppb v/v 05/31/23 12:06 11,4-Dichlorobenzene
ND 5.0 ppb v/v 05/31/23 12:06 11,4-Dioxane
ND 1.0 ppb v/v 05/31/23 12:06 12-Butanone (MEK)
ND 1.0 ppb v/v 05/31/23 12:06 14-Methyl-2-pentanone (MIBK)
ND 7.5 ppb v/v 05/31/23 12:06 1Acetone
ND 0.20 ppb v/v 05/31/23 12:06 1Benzene
ND 0.80 ppb v/v 05/31/23 12:06 1Benzyl chloride
ND 0.20 ppb v/v 05/31/23 12:06 1Bromodichloromethane
ND 0.20 ppb v/v 05/31/23 12:06 1Bromoform
ND 0.20 ppb v/v 05/31/23 12:06 1Bromomethane
ND 0.50 ppb v/v 05/31/23 12:06 1Carbon disulfide
ND 0.20 ppb v/v 05/31/23 12:06 1Carbon tetrachloride
ND 0.20 ppb v/v 05/31/23 12:06 1Chlorobenzene
ND 0.80 ppb v/v 05/31/23 12:06 1Chloroethane
ND 0.20 ppb v/v 05/31/23 12:06 1Chloroform
ND 1.0 ppb v/v 05/31/23 12:06 1Chloromethane
ND 0.20 ppb v/v 05/31/23 12:06 1cis-1,2-Dichloroethene
ND 0.40 ppb v/v 05/31/23 12:06 1cis-1,3-Dichloropropene
ND 0.50 ppb v/v 05/31/23 12:06 1Cyclohexane
ND 0.20 ppb v/v 05/31/23 12:06 1Dibromochloromethane
ND 0.50 ppb v/v 05/31/23 12:06 1Dichlorodifluoromethane
ND 0.20 ppb v/v 05/31/23 12:06 1Ethylbenzene
ND 1.0 ppb v/v 05/31/23 12:06 1Hexachlorobutadiene
ND 0.80 ppb v/v 05/31/23 12:06 1Hexane
ND 5.0 ppb v/v 05/31/23 12:06 1Isopropyl alcohol
ND 0.80 ppb v/v 05/31/23 12:06 1Isopropylbenzene
ND 1.0 ppb v/v 05/31/23 12:06 1Methyl tert-butyl ether
ND 1.0 ppb v/v 05/31/23 12:06 1Methylene Chloride
ND 0.80 ppb v/v 05/31/23 12:06 1m-Xylene & p-Xylene
ND 0.50 ppb v/v 05/31/23 12:06 1Naphthalene
ND 0.20 ppb v/v 05/31/23 12:06 1o-Xylene
ND 0.20 ppb v/v 05/31/23 12:06 1Styrene
ND 0.20 ppb v/v 05/31/23 12:06 1Tetrachloroethene
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-73699/5
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73699
RL MDL
Tetrahydrofuran ND 5.0 ppb v/v 05/31/23 12:06 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.0 ppb v/v 05/31/23 12:06 1Toluene
ND 0.20 ppb v/v 05/31/23 12:06 1trans-1,2-Dichloroethene
ND 0.20 ppb v/v 05/31/23 12:06 1trans-1,3-Dichloropropene
ND 0.20 ppb v/v 05/31/23 12:06 1Trichloroethene
ND 0.20 ppb v/v 05/31/23 12:06 1Trichlorofluoromethane
ND 5.0 ppb v/v 05/31/23 12:06 1Vinyl acetate
ND 0.20 ppb v/v 05/31/23 12:06 1Vinyl bromide
ND 0.40 ppb v/v 05/31/23 12:06 1Vinyl chloride
RL MDL
1,1,1-Trichloroethane ND 1.1 ug/m3 05/31/23 12:06 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.4 ug/m3 05/31/23 12:06 11,1,2,2-Tetrachloroethane
ND 1.5 ug/m3 05/31/23 12:06 11,1,2-Trichloro-1,2,2-trifluoroethane
ND 1.1 ug/m3 05/31/23 12:06 11,1,2-Trichloroethane
ND 0.81 ug/m3 05/31/23 12:06 11,1-Dichloroethane
ND 0.79 ug/m3 05/31/23 12:06 11,1-Dichloroethene
ND 15 ug/m3 05/31/23 12:06 11,2,4-Trichlorobenzene
ND 0.98 ug/m3 05/31/23 12:06 11,2,4-Trimethylbenzene
ND 1.5 ug/m3 05/31/23 12:06 11,2-Dibromoethane (EDB)
ND 1.4 ug/m3 05/31/23 12:06 11,2-Dichloro-1,1,2,2-tetrafluoroethane
ND 2.4 ug/m3 05/31/23 12:06 11,2-Dichlorobenzene
ND 0.81 ug/m3 05/31/23 12:06 11,2-Dichloroethane
ND 0.92 ug/m3 05/31/23 12:06 11,2-Dichloropropane
ND 2.0 ug/m3 05/31/23 12:06 11,3,5-Trimethylbenzene
ND 1.2 ug/m3 05/31/23 12:06 11,3-Dichlorobenzene
ND 1.2 ug/m3 05/31/23 12:06 11,4-Dichlorobenzene
ND 18 ug/m3 05/31/23 12:06 11,4-Dioxane
ND 2.9 ug/m3 05/31/23 12:06 12-Butanone (MEK)
ND 4.1 ug/m3 05/31/23 12:06 14-Methyl-2-pentanone (MIBK)
ND 18 ug/m3 05/31/23 12:06 1Acetone
ND 0.64 ug/m3 05/31/23 12:06 1Benzene
ND 4.1 ug/m3 05/31/23 12:06 1Benzyl chloride
ND 1.3 ug/m3 05/31/23 12:06 1Bromodichloromethane
ND 2.1 ug/m3 05/31/23 12:06 1Bromoform
ND 0.78 ug/m3 05/31/23 12:06 1Bromomethane
ND 1.6 ug/m3 05/31/23 12:06 1Carbon disulfide
ND 1.3 ug/m3 05/31/23 12:06 1Carbon tetrachloride
ND 0.92 ug/m3 05/31/23 12:06 1Chlorobenzene
ND 2.1 ug/m3 05/31/23 12:06 1Chloroethane
ND 0.98 ug/m3 05/31/23 12:06 1Chloroform
ND 2.1 ug/m3 05/31/23 12:06 1Chloromethane
ND 0.79 ug/m3 05/31/23 12:06 1cis-1,2-Dichloroethene
ND 1.8 ug/m3 05/31/23 12:06 1cis-1,3-Dichloropropene
ND 1.7 ug/m3 05/31/23 12:06 1Cyclohexane
ND 1.7 ug/m3 05/31/23 12:06 1Dibromochloromethane
ND 2.5 ug/m3 05/31/23 12:06 1Dichlorodifluoromethane
ND 0.87 ug/m3 05/31/23 12:06 1Ethylbenzene
ND 11 ug/m3 05/31/23 12:06 1Hexachlorobutadiene
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-73699/5
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73699
RL MDL
Hexane ND 2.8 ug/m3 05/31/23 12:06 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 12 ug/m3 05/31/23 12:06 1Isopropyl alcohol
ND 3.9 ug/m3 05/31/23 12:06 1Isopropylbenzene
ND 3.6 ug/m3 05/31/23 12:06 1Methyl tert-butyl ether
ND 3.5 ug/m3 05/31/23 12:06 1Methylene Chloride
ND 3.5 ug/m3 05/31/23 12:06 1m-Xylene & p-Xylene
ND 2.6 ug/m3 05/31/23 12:06 1Naphthalene
ND 0.87 ug/m3 05/31/23 12:06 1o-Xylene
ND 0.85 ug/m3 05/31/23 12:06 1Styrene
ND 1.4 ug/m3 05/31/23 12:06 1Tetrachloroethene
ND 15 ug/m3 05/31/23 12:06 1Tetrahydrofuran
ND 3.8 ug/m3 05/31/23 12:06 1Toluene
ND 0.79 ug/m3 05/31/23 12:06 1trans-1,2-Dichloroethene
ND 0.91 ug/m3 05/31/23 12:06 1trans-1,3-Dichloropropene
ND 1.1 ug/m3 05/31/23 12:06 1Trichloroethene
ND 1.1 ug/m3 05/31/23 12:06 1Trichlorofluoromethane
ND 18 ug/m3 05/31/23 12:06 1Vinyl acetate
ND 0.87 ug/m3 05/31/23 12:06 1Vinyl bromide
ND 1.0 ug/m3 05/31/23 12:06 1Vinyl chloride
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-73699/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73699
1,1,1-Trichloroethane 2.00 2.13 ppb v/v 107 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 2.00 1.97 ppb v/v 99 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha
ne
2.00 2.05 ppb v/v 103 70-130
1,1,2-Trichloroethane 2.00 1.96 ppb v/v 98 70-130
1,1-Dichloroethane 2.00 2.12 ppb v/v 106 70-130
1,1-Dichloroethene 2.00 1.84 ppb v/v 92 70-130
1,2,4-Trichlorobenzene 2.00 1.79 ppb v/v 89 60-140
1,2,4-Trimethylbenzene 2.00 2.11 ppb v/v 105 70-130
1,2-Dibromoethane (EDB)2.00 1.96 ppb v/v 98 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet
hane
2.00 1.92 ppb v/v 96 60-140
1,2-Dichlorobenzene 2.00 2.17 ppb v/v 108 70-130
1,2-Dichloroethane 2.00 2.25 ppb v/v 112 70-130
1,2-Dichloropropane 2.00 1.87 ppb v/v 93 70-130
1,3,5-Trimethylbenzene 2.00 2.08 ppb v/v 104 70-130
1,3-Dichlorobenzene 2.00 2.16 ppb v/v 108 70-130
1,4-Dichlorobenzene 2.00 2.28 ppb v/v 114 70-130
1,4-Dioxane 2.00 1.64 J ppb v/v 82 60-140
2-Butanone (MEK)2.00 1.92 ppb v/v 96 60-140
4-Methyl-2-pentanone (MIBK)2.00 1.72 ppb v/v 86 60-140
Acetone 6.00 5.61 ppb v/v 94 60-140
Benzene 2.00 1.89 ppb v/v 94 70-130
Benzyl chloride 2.00 2.25 ppb v/v 113 70-130
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-73699/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73699
Bromodichloromethane 2.00 2.21 ppb v/v 111 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
Bromoform 2.00 2.02 ppb v/v 101 60-140
Bromomethane 2.00 1.88 ppb v/v 94 70-130
Carbon disulfide 2.00 2.07 ppb v/v 103 70-130
Carbon tetrachloride 2.00 2.65 *+ ppb v/v 132 70-130
Chlorobenzene 2.00 2.08 ppb v/v 104 70-130
Chloroethane 2.00 1.68 ppb v/v 84 70-130
Chloroform 2.00 2.14 ppb v/v 107 70-130
Chloromethane 2.00 1.56 ppb v/v 78 60-140
cis-1,2-Dichloroethene 2.00 1.88 ppb v/v 94 70-130
cis-1,3-Dichloropropene 2.00 2.08 ppb v/v 104 70-130
Cyclohexane 2.00 1.80 ppb v/v 90 70-130
Dibromochloromethane 2.00 2.27 ppb v/v 113 70-130
Dichlorodifluoromethane 2.00 2.10 ppb v/v 105 60-140
Ethylbenzene 2.00 1.80 ppb v/v 90 70-130
Hexachlorobutadiene 2.00 1.18 *- ppb v/v 59 60-140
Hexane 2.00 1.86 ppb v/v 93 70-130
Isopropyl alcohol 6.00 4.93 ppb v/v 82 60-140
Isopropylbenzene 2.00 2.00 ppb v/v 100 70-130
Methyl tert-butyl ether 2.00 1.97 ppb v/v 98 60-140
Methylene Chloride 2.00 1.84 ppb v/v 92 70-130
m-Xylene & p-Xylene 4.00 3.51 ppb v/v 88 70-130
Naphthalene 2.00 2.21 ppb v/v 110 60-140
o-Xylene 2.00 1.84 ppb v/v 92 70-130
Styrene 2.00 1.83 ppb v/v 92 70-130
Tetrachloroethene 2.00 1.99 ppb v/v 100 70-130
Tetrahydrofuran 2.00 1.74 J ppb v/v 87 60-140
Toluene 2.00 1.86 ppb v/v 93 70-130
trans-1,2-Dichloroethene 2.00 1.97 ppb v/v 99 70-130
trans-1,3-Dichloropropene 2.00 2.10 ppb v/v 105 70-130
Trichloroethene 2.00 1.97 ppb v/v 98 70-130
Trichlorofluoromethane 2.00 2.14 ppb v/v 107 60-140
Vinyl acetate 2.00 1.95 J ppb v/v 98 60-140
Vinyl bromide 2.00 2.55 ppb v/v 127 60-140
Vinyl chloride 2.00 1.63 ppb v/v 82 70-130
1,1,1-Trichloroethane 11 11.6 ug/m3 107 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 14 13.6 ug/m3 99 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha
ne
15 15.7 ug/m3 103 70-130
1,1,2-Trichloroethane 11 10.7 ug/m3 98 70-130
1,1-Dichloroethane 8.1 8.60 ug/m3 106 70-130
1,1-Dichloroethene 7.9 7.31 ug/m3 92 70-130
1,2,4-Trichlorobenzene 15 13.3 ug/m3 89 60-140
1,2,4-Trimethylbenzene 9.8 10.4 ug/m3 105 70-130
1,2-Dibromoethane (EDB)15 15.0 ug/m3 98 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet
hane
14 13.4 ug/m3 96 60-140
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QC Sample Results
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-73699/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 73699
1,2-Dichlorobenzene 12 13.0 ug/m3 108 70-130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec
Limits
1,2-Dichloroethane 8.1 9.09 ug/m3 112 70-130
1,2-Dichloropropane 9.2 8.63 ug/m3 93 70-130
1,3,5-Trimethylbenzene 9.8 10.2 ug/m3 104 70-130
1,3-Dichlorobenzene 12 13.0 ug/m3 108 70-130
1,4-Dichlorobenzene 12 13.7 ug/m3 114 70-130
1,4-Dioxane 7.2 5.91 J ug/m3 82 60-140
2-Butanone (MEK)5.9 5.67 ug/m3 96 60-140
4-Methyl-2-pentanone (MIBK)8.2 7.05 ug/m3 86 60-140
Acetone 14 13.3 ug/m3 94 60-140
Benzene 6.4 6.04 ug/m3 94 70-130
Benzyl chloride 10 11.7 ug/m3 113 70-130
Bromodichloromethane 13 14.8 ug/m3 111 70-130
Bromoform 21 20.9 ug/m3 101 60-140
Bromomethane 7.8 7.31 ug/m3 94 70-130
Carbon disulfide 6.2 6.43 ug/m3 103 70-130
Carbon tetrachloride 13 16.7 *+ ug/m3 132 70-130
Chlorobenzene 9.2 9.59 ug/m3 104 70-130
Chloroethane 5.3 4.45 ug/m3 84 70-130
Chloroform 9.8 10.4 ug/m3 107 70-130
Chloromethane 4.1 3.23 ug/m3 78 60-140
cis-1,2-Dichloroethene 7.9 7.44 ug/m3 94 70-130
cis-1,3-Dichloropropene 9.1 9.43 ug/m3 104 70-130
Cyclohexane 6.9 6.20 ug/m3 90 70-130
Dibromochloromethane 17 19.3 ug/m3 113 70-130
Dichlorodifluoromethane 9.9 10.4 ug/m3 105 60-140
Ethylbenzene 8.7 7.81 ug/m3 90 70-130
Hexachlorobutadiene 21 12.6 *- ug/m3 59 60-140
Hexane 7.0 6.55 ug/m3 93 70-130
Isopropyl alcohol 15 12.1 ug/m3 82 60-140
Isopropylbenzene 9.8 9.84 ug/m3 100 70-130
Methyl tert-butyl ether 7.2 7.09 ug/m3 98 60-140
Methylene Chloride 6.9 6.39 ug/m3 92 70-130
m-Xylene & p-Xylene 17 15.3 ug/m3 88 70-130
Naphthalene 10 11.6 ug/m3 110 60-140
o-Xylene 8.7 7.98 ug/m3 92 70-130
Styrene 8.5 7.81 ug/m3 92 70-130
Tetrachloroethene 14 13.5 ug/m3 100 70-130
Tetrahydrofuran 5.9 5.15 J ug/m3 87 60-140
Toluene 7.5 7.03 ug/m3 93 70-130
trans-1,2-Dichloroethene 7.9 7.82 ug/m3 99 70-130
trans-1,3-Dichloropropene 9.1 9.52 ug/m3 105 70-130
Trichloroethene 11 10.6 ug/m3 98 70-130
Trichlorofluoromethane 11 12.0 ug/m3 107 60-140
Vinyl acetate 7.0 6.88 J ug/m3 98 60-140
Vinyl bromide 8.7 11.1 ug/m3 127 60-140
Vinyl chloride 5.1 4.17 ug/m3 82 70-130
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QC Association Summary
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Air - GC/MS VOA
Prep Batch: 73616
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Air Air Transfer140-31906-1 DPE-1 Total/NA
Air Air Transfer140-31906-2 DPE-2 Total/NA
Analysis Batch: 73677
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Air TO-15 73616140-31906-1 DPE-1 Total/NA
Air TO-15MB 140-73677/5 Method Blank Total/NA
Air TO-15LCS 140-73677/1002 Lab Control Sample Total/NA
Analysis Batch: 73699
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Air TO-15 73616140-31906-2 DPE-2 Total/NA
Air TO-15MB 140-73699/5 Method Blank Total/NA
Air TO-15LCS 140-73699/1002 Lab Control Sample Total/NA
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Lab Chronicle
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Client Sample ID: DPE-1 Lab Sample ID: 140-31906-1
Matrix: AirDate Collected: 05/24/23 13:00
Date Received: 05/25/23 09:45
Prep Air Transfer HMT05/25/23 13:41 EET KNX73616
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA
Analysis TO-15 120 73677 05/30/23 17:41 S1K EET KNXTotal/NA 150 mL 500 mL
MRInstrument ID:
Client Sample ID: DPE-2 Lab Sample ID: 140-31906-2
Matrix: AirDate Collected: 05/24/23 10:00
Date Received: 05/25/23 09:45
Prep Air Transfer HMT05/25/23 13:41 EET KNX73616
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA
Analysis TO-15 124.9 73699 05/31/23 18:53 S1K EET KNXTotal/NA 100 mL 500 mL
MRInstrument ID:
Client Sample ID: Method Blank Lab Sample ID: MB 140-73677/5
Matrix: AirDate Collected: N/A
Date Received: N/A
Analysis TO-15 S1K05/30/23 10:471 EET KNX73677
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 200 mL 500 mL
Instrument ID: MR
Client Sample ID: Method Blank Lab Sample ID: MB 140-73699/5
Matrix: AirDate Collected: N/A
Date Received: N/A
Analysis TO-15 S1K05/31/23 12:061 EET KNX73699
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 200 mL 500 mL
Instrument ID: MR
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-73677/1002
Matrix: AirDate Collected: N/A
Date Received: N/A
Analysis TO-15 S1K05/30/23 08:091 EET KNX73677
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 500 mL 500 mL
Instrument ID: MR
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-73699/1002
Matrix: AirDate Collected: N/A
Date Received: N/A
Analysis TO-15 S1K05/31/23 08:521 EET KNX73699
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 500 mL 500 mL
Instrument ID: MR
Laboratory References:
EET KNX = Eurofins Knoxville, 5815 Middlebrook Pike, Knoxville, TN 37921, TEL [phone]
Eurofins Knoxville
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Accreditation/Certification Summary
Client: Hart & Hickman, PC Job ID: 140-31906-1
Project/Site: Charlotte Airport DPE
Laboratory: Eurofins Knoxville
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program Identification Number Expiration Date
AFCEE N/A
ANAB Dept. of Defense ELAP L2311 02-13-25
ANAB Dept. of Energy L2311.01 02-13-25
ANAB ISO/IEC 17025 L2311 02-13-25
Arkansas DEQ State 88-0688 06-16-23
California State 2423 06-30-23
Colorado State TN00009 02-29-24
Connecticut State PH-0223 09-30-23
Florida NELAP E87177 06-30-23
Georgia (DW)State 906 07-27-25
Hawaii State NA 07-27-23
Kansas NELAP E-10349 10-31-23
Kentucky (DW)State 90101 12-31-23
Louisiana NELAP 83979 06-30-23
Louisiana (All)NELAP 83979 06-30-23
Louisiana (DW)State LA019 12-31-23
Maryland State 277 03-31-24
Michigan State 9933 07-27-25
Nevada State TN00009 07-31-23
New Hampshire NELAP 2999 01-17-24
New Jersey NELAP TN001 06-30-23
New York NELAP 10781 03-31-24
North Carolina (DW)State 21705 07-31-23
North Carolina (WW/SW)State 64 12-31-23
Ohio VAP State CL0059 06-02-23
Oklahoma State 9415 08-31-23
Oregon NELAP TNI0189 01-01-24
Pennsylvania NELAP 68-00576 12-01-23
Tennessee State 02014 07-27-25
Texas NELAP T104704380-22-17 08-31-23
US Fish & Wildlife US Federal Programs 058448 07-31-23
USDA US Federal Programs 525-22-279-18762 10-06-25
Utah NELAP TN00009 07-31-23
Virginia NELAP 460176 09-14-23
Washington State C593 01-19-24
West Virginia (DW)State 9955C 12-31-23
West Virginia DEP State 345 04-30-24
Wisconsin State 998044300 08-31-23
Eurofins Knoxville
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Method Summary
Job ID: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Method Method Description LaboratoryProtocol
EPATO-15 Volatile Organic Compounds in Ambient Air EET KNX
NoneAir Transfer Transfer Air Matrix to Summa Canister EET KNX
Protocol References:
EPA = US Environmental Protection Agency
None = None
Laboratory References:
EET KNX = Eurofins Knoxville, 5815 Middlebrook Pike, Knoxville, TN 37921, TEL [phone]
Eurofins Knoxville
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Summa Canister Dilution Worksheet
Job No.: 140-31906-1Client: Hart & Hickman, PC
Project/Site: Charlotte Airport DPE
Canister Preadjusted
Lab Sample ID (L) ("Hg) (atm)(L) (psig) (atm) (L)Factor Factor Date Analyst Initals
Volume Pressure
Preadjusted Adjusted
Pressure
Preadjusted
Volume Pressure
Adjusted
Pressure
Adjusted
Volume Dilution
Final
Dilution
Initial
Volume
(mL)
140-31906-1 6 1.00 6.000 05/25/23 14:11120.00120.001.000.0 6.00 50
ID
Pressure
Gauge
g5 c34000892 HMT
140-31906-2 6 1.00 6.000 05/25/23 14:12124.90124.901.040.6 6.24 50 g5 c09608 HMT
Formulae:
Preadjusted Volume (L) = ((Preadjusted Pressure ("Hg) + 29.92 "Hg) * Vol L ) / 29.92 "Hg
Adjusted Volume (L) = (( Adjusted Pressure (psig) + 14.7 psig )* Vol L ) / 14.7 psig
Dilution Factor = Adjusted Volume (L) / Preadjusted Volume (L)
Where:
29.92 "Hg = Standard atmospheric pressure in inches of Mercury (“Hg)
14.7 psig = Standard atmospheric pressure in pounds per square inch gauge (psig)
Eurofins Knoxville
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Appendix E Groundwater Elevation and LNAPL Thickness Graphs
0.000.200.400.600.801.001.20642.00643.00644.00645.00646.00647.00648.00649.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐1 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationProduct thickness (feet)MMPE Event 2Hand Bailing EventDPE System Start‐Up
0.000.501.001.502.002.503.003.504.004.505.00638.00639.00640.00641.00642.00643.00644.00645.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐2 ‐GW Elevation and LNAPL Thickness Over TimeGE ElevationLNAPL ThicknessMMPE Event 2Hand Bailing EventDPE System Start‐Up
0.000.100.200.300.400.500.600.70647.50648.00648.50649.00649.50650.00650.50651.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐4 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessHand Bailing EventDPE System Start‐Up
0.001.002.003.004.005.006.00659.00660.00661.00662.00663.00664.00665.00666.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐5 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessMMPE Event 1MMPE Event 2Hand Bailing EventAFVR Event 2DPE System Start‐Up
0.000.501.001.502.002.503.003.504.004.50638.00639.00640.00641.00642.00643.00644.00645.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐7 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessMMPE Event 2Hand Bailing EventDPE System Start‐Up
0.000.501.001.502.002.503.00639.00639.50640.00640.50641.00641.50642.00642.50643.00643.50644.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐8 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessMMPE Event 2Hand Bailing EventDPE System Start‐Up
0.001.002.003.004.005.006.007.008.009.00646.00647.00648.00649.00650.00651.00652.00653.00654.00655.00656.008/13/19 1/10/20 6/8/20 11/5/20 4/4/21 9/1/21 1/29/22 6/28/22 11/25/22 4/24/23 9/21/23LNAPL ThicknessElevationDateMW‐9 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessMMPE Event 1Hand Bailing EventMMPE Event 4AFVR Event 1DPE System Start‐Up
0.000.200.400.600.801.001.20662.00663.00664.00665.00666.00667.00668.00669.005/5/21 8/13/21 11/21/21 3/1/22 6/9/22 9/17/22 12/26/22 4/5/23 7/14/23LNAPL ThicknessElevationDateMW‐16 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessHand Bailing EventDPE System Start‐Up
0.000.100.200.300.400.500.600.70670.50671.00671.50672.00672.50673.00673.50674.00674.50675.008/17/21 11/25/21 3/5/22 6/13/22 9/21/22 12/30/22 4/9/23 7/18/23LNAPL ThicknessElevationDateMW‐18 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessHand BailingDPE System Start‐Up
0.000.100.200.300.400.500.600.70658.00659.00660.00661.00662.00663.00664.00665.00666.005/10/21 8/18/21 11/26/21 3/6/22 6/14/22 9/22/22 12/31/22 4/10/23 7/19/23LNAPL ThicknessElevationDateRW‐1 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessMMPE Event 2Hand Bailing EventDPE System Start‐Up
0.000.200.400.600.801.001.20643.50644.00644.50645.00645.50646.00646.50647.00647.50648.005/10/21 8/18/21 11/26/21 3/6/22 6/14/22 9/22/22 12/31/22 4/10/23 7/19/23LNAPL ThicknessElevationDateRW‐3 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationLNAPL ThicknessMMPE Event 2Hand Bailing EventDPE System Start‐Up
0.000.200.400.600.801.001.20655.00656.00657.00658.00659.00660.00661.006/18/22 8/7/22 9/26/22 11/15/22 1/4/23 2/23/23 4/14/23 6/3/23 7/23/23LNAPL ThicknessElevationDateRW‐10 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationHand Bailing EventLNAPL ThicknessDPE System Start‐Up
0.000.501.001.502.002.503.003.50648.00649.00650.00651.00652.00653.00654.006/18/22 8/7/22 9/26/22 11/15/22 1/4/23 2/23/23 4/14/23 6/3/23 7/23/23LNAPL ThicknessElevationDateRW‐13 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationHand Bailing EventLNAPL ThicknessDPE System Start‐Up
0.000.200.400.600.801.001.201.401.601.802.002.20646.00646.50647.00647.50648.00648.50649.00649.506/18/22 8/7/22 9/26/22 11/15/22 1/4/23 2/23/23 4/14/23 6/3/23 7/23/23LNAPL ThicknessElevationDateRW‐14 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationHand Bailing EventLNAPL ThicknessDPE System Start‐Up
0.000.200.400.600.801.001.20646.00646.50647.00647.50648.00648.50649.006/18/22 8/7/22 9/26/22 11/15/22 1/4/23 2/23/23 4/14/23 6/3/23 7/23/23LNAPL ThicknessElevationDateRW‐15 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationHand Bailing EventLNAPL ThicknessDPE System Start‐Up
0.000.200.400.600.801.001.201.401.601.802.002.20643.50644.00644.50645.00645.50646.00646.50647.00647.50648.006/18/22 8/7/22 9/26/22 11/15/22 1/4/23 2/23/23 4/14/23 6/3/23 7/23/23LNAPL ThicknessElevationDateRW‐17 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationHand Bailing EventLNAPL ThicknessDPE System Start‐Up
0.000.020.040.060.080.10638.00639.00640.00641.00642.00643.00644.00645.006/18/22 8/7/22 9/26/22 11/15/22 1/4/23 2/23/23 4/14/23 6/3/23 7/23/23LNAPL ThicknessElevationDateRW‐18 ‐GW Elevation and LNAPL Thickness Over TimeGW ElevationHand Bailing EventLNAPL ThicknessDPE System Start‐Up