MO-18989_18989_CA_RMR_20231222

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, originally estimated > 100,000 gallons of jet fuel, the
estimated quantity of the release will be re-estimated/re-calculated in a future report 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 – 4th 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 ................................................................................4
3.0 Corrective Action Implementation ........................................................................................6
3.1 DPE Recovery Well Installation............................................................................................7
3.2 DPE Piping and Wellhead Completion .................................................................................7
3.3 DPE Equipment and Controls ...............................................................................................9
4.0 DPE System Performance ....................................................................................................13
4.1 DPE Operation and Performance ........................................................................................13
4.2 DPE Exhaust Analysis and Mass Removal .........................................................................18
4.3 DPE Recovery .....................................................................................................................18
5.0 Monitoring and Reporting ...................................................................................................21
6.0 Conclusions and Certification ..............................................................................................24

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 Off-Gas Mass Removal Rates at DPE-1
Table 10 Summary of Estimated Off-Gas Mass Removal Rates at DPE-2
Table 11 Summary of DPE System LNAPL Recovery
Table 12 Total LNAPL Recovery Through December 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 (December 8, 2023)
Figure 5B Baseline Potentiometric Surface Map (December 7, 2022)
Figure 6A LNAPL Extent and Contour Map (December 8, 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 – 4th 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 – 4th 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.

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
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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 for approximately 245 days. This report documents operation and maintenance (O&M)
activities for the period of September 22, 2023 through December 11, 2023.

This report also documents interim free product recovery activities using extraction stingers to
connect select monitoring wells (MW-5 and MW-9) to the DPE systems to evaluate free product
recovery rates and to remove additional LNAPL. This report provides details of free product
recovery via extraction stinger activities conducted from October 3, 2023 to December 8, 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/Recovery 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 if present. 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 previously 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.
Beginning on October 3, 2023, in an effort to recover additional free product, H&H personnel
began temporarily connecting monitoring wells with LNAPL (MW-5 and MW-9) to the DPE
systems using extraction stinger pipes during gauging events (conducted every two to three
weeks). After gauging, a “stinger” pipe (1-inch diameter PVC pipe) was lowered to the product-
water interface in the monitoring wells. The stinger was then connected to the DPE system by
temporarily disconnecting the nearest recovery well and using its hose to connect to the DPE
system. The extracted fluids from the monitoring wells containing LNAPL were then pumped to
their respective DPE system for the remainder of the gauging event (typically 4 to 6 hours).

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 (4.95 ft reduction), MW-7 (4.30 ft reduction), MW-9 (5.31 ft reduction),
and MW-11 (6.98 ft reduction). LNAPL recovery amounts vary in wells across the Site. From
April 2020 to September 2023, approximately 1,025 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). Due to limitations associated with practical measurement methods, no volume
measurements are typically collected while the stingers are temporarily installed in monitoring
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wells with LNAPL. However, the free product that was removed during these recovery efforts is
accounted for in each DPE system’s total recovery volumes.

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
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
Haz~Mat Environmental Services Inc. (Haz~Mat) of Charlotte, North Carolina.

During this quarter, LNAPL was only observed occasionally on surface water in the unnamed
tributary of Taggart Creek at the culvert beneath Airport Drive and water below the stormwater
outfall situated south of Ashley Circle. In addition, no LNAPL was observed on the stream bank
at the LNAPL seep location, and the stream bank in the vicinity of the LNAPL seep is 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, one partially full drum of used absorbents (booms and pads) was generated
during LNAPL control measures associated with stormwater features and the unnamed tributary.
The drum will remain on-Site until filled and will be disposed during a future waste drum pickup.
Disposal documentation for four drums of used absorbents generated during the previous reporting
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period, which were removed from the Site during a waste drum pickup on September 29, 2023, is
provided in Appendix B.

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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 September 22, 2023 through December 11, 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 planned and unplanned system shutdowns occurred during the period covered in this report
(October 1, 2023 through December 11, 2023). On October 1, 2023, H&H received a telemetry
alarm notification that DPE system #2 was shut down due to a moisture separator and equalization
tank high-level alarm. Via the telemetry system, H&H lowered the system vacuum to 15 “Hg and
reset the alarms. The system resumed normal operation on October 1, 2023.

On October 5, 2023, in an effort to increase effectiveness and vacuum on DPE system #2, H&H
shut off recovery wells RW-16 and RW-18. It was noted that the DPE system #2 vacuum increased
from 15 to 18 inches of water (in H2O) when RW-16 and RW-18 were shut off.

On October 19, 2023, H&H received a telemetry alarm notification that DPE system #2 was shut
down due to a moisture separator and equalization tank high-level alarm. H&H attempted to restart
DPE system #2 remotely but the system shut down again later that afternoon. H&H visited the Site
on October 20, 2023 to troubleshoot the alarm notifications and then changed out the bag filters.
DPE system #2 resumed normal operations following the bag filter change-out activities.
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On October 22, 2023, H&H received a telemetry alarm notification that DPE system #1 was shut
down due to a moisture separator tank high-level alarm. On October 23, 2023, H&H visited the
Site, noted that there was not a high level in the moisture separator, and restarted the system. On
October 24, 2023, H&H received a subsequent telemetry alarm notification that DPE system #1
was shut down due to a moisture separator tank high-level alarm. Upon visiting the site, a high
level was not found in the moisture separator. Following scheduled cleaning activities, H&H
replaced the stator in the progressive cavity moisture separator pump and restarted the system on
October 25, 2023.

On October 25, 2023, both DPE systems were temporarily shut down for scheduled system
cleanout and LNAPL/liquid pump-off activities. On October 25, 2023, H&H contracted with
Haz~Mat to perform system cleaning and LNAPL/liquid pump-off activities at both DPE system
locations. During the October 25, 2023 visit, Haz~Mat removed 750 gallons of non-hazardous
liquids (i.e., water, LNAPL, and product emulsion) from DPE system #1 and 1,000 gallons of non-
hazardous liquids (i.e., LNAPL and product emulsion) from DPE system #2. Following the system
cleaning and pump-off activities, DPE systems #1 and #2 were placed back into normal operation
on October 25, 2023.

On October 31, 2023, H&H contracted with Haz~Mat to perform filter media changeout services
at DPE system #2. As part of the filter media changeout activities at DPE system #2, Haz~Mat
removed spent zeolite and GAC from the first two media vessels and then replaced the zeolite in
the first medial vessel and filled the second media vessel with a 50 percent zeolite and 50 percent
GAC mixture. The addition of zeolite in the second media vessel should further help mitigate
potentially elevated levels of lead concentrations in the system’s discharge (refer to H&H’s
Corrective Action Performance Report dated September 29, 2023). During the October 31, 2023
visit, Haz~Mat removed 1,250 gallons of non-hazardous liquids (i.e., water, LNAPL, product
sludge, and spent filtration media) from DPE system #2. Following the zeolite and GAC media
changeout, DPE system #2 was placed back into normal operation on October 31, 2023.

On November 20, 2023, H&H received a telemetry alarm notification that DPE system #2 was
shut down due to a moisture separator tank high-level alarm and a motor overload alarm. H&H
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visited the Site on November 20, 2023 and replaced clogged bag filters. DPE system #2 was
restarted and resumed normal operations on November 20, 2023.

During a scheduled H&H visit on December 1, 2023, H&H voluntarily shut down DPE system #1
due to a progressive cavity moisture separator pump malfunction problem. H&H contacted PRM
to troubleshoot the issue and PRM recommended replacing the stator inside the pump. On
December 4, 2023, H&H replaced the stator on the progressive cavity moisture separator pump
and restarted the system.

Based on the actual total days and total metered run time observed, DPE systems #1 and #2 have
been operational for approximately 93% and 88% of the current reporting period, respectively.

During this quarter, two partially full drums of used bag filters were generated during DPE system
O&M activities. The partially full drums will remain on-Site until full and then will be disposed
of during a future waste drum pickup. Disposal documentation for the three drums of used bag
filters generated during the previous reporting period, which were removed from the Site during a
waste drum pickup on September 29, 2023, is provided in Appendix B.

DPE System Water Sampling
On September 21, 2023, NPDES “Effluent” water samples were collected from DPE systems #1
and #2 and submitted to Pace Analytical (Pace) 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 volatile organic compounds (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 200.7, 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 September 21, 2023 NPDES required effluent water samples
indicated the presence of total hardness (as CaCO3) at concentrations of 261 and 345 milligrams
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per liter (mg/L) in the effluent of DPE systems #1 and #2, respectively. Additionally, total lead
was detected at concentrations of 0.96 and 0.61 micrograms per Liter (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. Dissolved lead was detected
at concentrations of 1.5 and 1.1 µg/L in DPE systems #1 and #2, respectively. The permit-required
DPE system effluent samples had a pH of 7.6 and 7.8 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 October 12, 2023, post-zeolite and mid-carbon water samples were collected from DPE
systems #1 and #2 and submitted to Pace for laboratory analysis. The post-zeolite water samples
(labeled DPE-1-PZ for DPE system #1 and DPE-2-PZ for DPE system #2) and mid-carbon
samples (DPE-1-MC for DPE system #1 and DPE-2-PZ for DPE system #2) were analyzed for the
permit-required VOCs by Standard Method 6200B and total lead and dissolved lead by EPA
Method 200.7. Laboratory analytical results indicated the presence of total lead in each of the post-
zeolite (1.1 and 1.8 µg/L in DPE systems #1 and #2, respectively) and mid-carbon (0.22 J and
5.9 µg/L in DPE systems #1 and #2, respectively) water samples. In addition, naphthalene was
detected in each of the post-zeolite (25.7 and 2.7 µg/L in DPE systems #1 and #2, respectively)
and mid-carbon (0.28 J µg/L and 0.54 J in DPE systems #1 and #2, respectively) water samples.
Additionally, trace estimated or low-level concentrations of total xylenes were detected in each of
the post-zeolite (7.5 and 0.45 J µg/L in DPE systems #1 and #2, respectively) water samples.

On October 31, 2023, NPDES “Effluent” water samples were collected from DPE systems #1 and
#2 and submitted to Pace 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 200.7, and 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.

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Laboratory analytical results of the October 31, 2023 NPDES required effluent water samples
indicated the presence of total hardness (as CaCO3) at concentrations of 330 and 1,470 mg/L in
the effluent of DPE systems #1 and #2, respectively. The permit-required DPE system effluent
samples had pH levels of 7.9 and 6.9 standard units for DPE systems #1 and #2, respectively. No
other compounds were detected above the laboratory method detection limits for the permit-
required effluent samples.

On November 7, 2023, a post-zeolite water sample was collected from DPE system #1 and mid-
carbon water samples were collected from DPE systems #1 and #2. The collected samples were
submitted to Pace for laboratory analysis. The post-zeolite water samples (labeled DPE-1-POST-
Z for DPE system #1) and mid-carbon samples (DPE-1-MID-CARBON for DPE system #1 and
DPE-2-MID-CARBON for DPE system #2) were analyzed for the permit-required VOCs by
Standard Method 6200B and total lead and dissolved lead by EPA Method 200.7. Laboratory
analytical results indicated the presence of total lead in the DPE-1-POST-Z water sample at an
estimated concentration of 0.33 J µg/L. Dissolved lead concentrations were detected in DPE-1-
POST-Z and DPE-1-MID-CARBON water samples at concentrations of 0.10 J and 0.083 J µg/L,
respectively. Naphthalene and total xylenes were detected in the post-zeolite water sample DPE-
1-POST-Z at concentrations of 21.5 and 22.0 µg/L, respectively.

On November 14, 2023, NPDES “Effluent” water samples were collected from DPE systems #1
and #2 and submitted to Pace for laboratory analysis. The effluent water samples (labeled DPE1-
EFFLUENT for DPE system #1 and DPE2-EFFLUENT 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 200.7, and 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 November 14, 2023 NPDES required effluent water samples
indicated the presence of total hardness (as CaCO3) at concentrations of 342 and 345 mg/L in the
effluent of DPE systems #1 and #2, respectively. The permit-required DPE system effluent
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samples had pH levels of 7.7 and 7.8 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.

NPDES required effluent water samples for the month of December 2023 will be collected during
the week of December 18, 2023. The results of the December 2023 NPDES sampling will be
reported in the next report.

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

4.2 DPE Exhaust Analysis and Mass Removal

On December 8, 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
8,900 micrograms per cubic meter (µg/m3) at the DPE system #1 exhaust and 2,080 µg/m3 at the
DPE system #2 exhaust (Table 8 and Appendix D). Since start-up on January 24, 2023, an
estimated 27.4 pounds (4.1 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
28.5 pounds (4.8 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
December 11, 2023, the DPE systems have recovered approximately 4,656 gallons of LNAPL.
This figure does not include vapor phase petroleum hydrocarbons as VOCs removed in the DPE
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systems off-gas (which is relatively small), 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
6,381.4 gallons of LNAPL have been recovered from the Site via hand bailing, MMPE and AFVR
events, and DPE system operations (Table 12).

H&H conducted the most recent gauging and LNAPL recovery event on December 8, 2023. In
addition to gauging the monitoring and recovery wells, H&H measured surface water levels on
two stream gauges which were installed 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.
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
December 8, 2023 gauging event, H&H prepared an updated potentiometric map as Figure 5A.

With the exception of MW-5 and MW-9, LNAPL was not detected during the December 8, 2023
gauging event. An LNAPL thickness and contour map was developed using the December 8, 2023
LNAPL gauging data (Figure 6A). On December 8, 2023, free product thickness levels ranged up
to 3.29 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. LNAPL thicknesses in MW-9 have
generally been consistent, ranging from 2.71 to 4.10 ft for the quarter covered by this report. In
addition, none of the monitoring or recovery wells near the unnamed tributary contained free
product during the gauging event. Other than the recent relatively thick LNAPL reading in MW-
9, LNAPL reductions are readily 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.
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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 non-detect 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).

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 the 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 DPE systems have made
good progress in reducing LNAPL and have resulted in the general 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 245 days of operation, DPE system #1 has treated 578,900 gallons of
groundwater and DPE system #2 has treated 1,239,189 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. 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 are being gauged monthly 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 stinger connected to the nearest DPE system, if practical.

After LNAPL thicknesses in Site monitoring wells are less than 0.01 ft, the DPE systems
will be shut down to allow groundwater elevations to equilibrate. Then, Site monitoring
and recovery wells will be re-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 the DPE
systems shut down. It is expected that DPE system operations will be modified as the
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corrective action progresses to target only those areas with measurable LNAPL greater
than 0.01 ft.

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

• DPE system O&M visits were initially completed on a weekly basis (minimum). O&M
visit frequency have been reduced to approximately one visit per month, when appropriate.
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
were prepared and submitted to the DEQ UST Section. Following the submittal of this quarterly
corrective action performance report, H&H requests that DEQ allow the progress reporting
frequency to be reduced from quarterly to semi-annually.

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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. With the exception of MW-5 and MW-9, LNAPL was not detected during
the December 8, 2023 gauging event. While product thicknesses have been as high as 8.60 ft, the
maximum product thickness detected in December 2023 was 3.29 ft in monitoring well MW-9.
LNAPL thicknesses in MW-9 have been consistent, ranging from 2.71 to 4.10 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 operating since January 2023 resulting in improved conditions. None
of the monitoring wells near the unnamed tributary contained LNAPL in December 2023.
Compared to the baseline LNAPL extent, the DPE systems have significantly reduced the LNAPL
area and thickness.

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 93% and 88% of the current reporting period (September 22, 2023
to December 11, 2023), respectively. In the first 245 days of operation, the DPE systems treated
1,818,089 gallons of groundwater, recovered approximately 4,656 gallons of LNAPL, and
removed an additional 55.9 pounds of petroleum hydrocarbons in the vapor phase. As of
December 2023, approximately 6,381.4 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 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
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southeast portion of the Site. The overall reductions in the water table elevations indicate that the
DPE systems are strongly influencing the surficial aquifer.

Product seepage into stormwater systems and the tributary has been reduced using absorbent
booms and pads. During this quarter, LNAPL has only been observed occasionally on surface
water in the unnamed tributary of Taggart Creek at the culvert beneath Airport Drive and water
below the stormwater outfall situated south of Ashley Circle. In addition, no LNAPL was observed
on the stream bank at the LNAPL seep location. The stream bank in the vicinity of the LNAPL
seep has become more densely vegetated since remediation started. Based upon these observations,
LNAPL on the stream bank, stream, and stormwater structures has significantly improved.

Following the submittal of this quarterly corrective action performance report, H&H requests that
DEQ allow the progress reporting frequency to be reduced from quarterly to semi-annually.

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/Dec 2023/Date: 12/14/2023
Table 1 (Page 1 of 1)
Hart & Hickman, PC
Table 2 (Page 1 of 24)
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
7/14/2023 12.95 --643.24 0.00 643.24
8/7/2023 11.90 --644.29 0.00 644.29
8/25/2023 11.64 --644.55 0.00 644.55
9/13/2023 12.34 --643.85 0.00 643.85
10/3/2023 12.79 --643.40 0.00 643.40
10/25/2023 12.93 --643.26 0.00 643.26
11/16/2023 12.98 --643.21 0.00 643.21
12/8/2023 12.59 --643.60 0.00 643.60
MW-1 2 15 656.19 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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 1 of 24)
Hart & Hickman, PC
Table 2 (Page 2 of 24)
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
7/14/2023 14.50 --639.64 0.00 639.64
8/7/2023 11.31 --642.83 0.00 642.83
8/25/2023 11.37 --642.77 0.00 642.77
9/13/2023 15.34 --638.80 0.00 638.80
10/3/2023 15.19 --638.95 0.00 638.95
10/25/2023 12.22 --641.92 0.00 641.92
11/16/2023 12.29 --641.85 0.00 641.85
12/8/2023 11.40 --642.74 0.00 642.74
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 2 of 24)
Hart & Hickman, PC
Table 2 (Page 3 of 24)
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
7/14/2023 21.62 --647.50 0.00 647.50
8/7/2023 21.11 --648.01 0.00 648.01
8/25/2023 21.61 --647.51 0.00 647.51
9/13/2023 21.81 --647.31 0.00 647.31
10/3/2023 22.06 --647.06 0.00 647.06
10/25/2023 24.77 --644.35 0.00 644.35
11/16/2023 25.70 --643.42 0.00 643.42
12/8/2023 21.56 --647.56 0.00 647.56
MW-3 2 20 659.51
MW-4 2 25
Well Damaged - NG
Well Abandoned
5-20
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 3 of 24)
Hart & Hickman, PC
Table 2 (Page 4 of 24)
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
7/14/2023 *21.25 21.22 658.44 0.03 658.46
8/7/2023 *19.11 18.78 660.58 0.33 660.85
8/25/2023 *22.41 22.39 657.28 0.02 657.30
9/13/2023 *18.91 18.74 660.78 0.17 660.92
10/3/2023 *20.99 20.95 658.70 0.04 658.73
10/25/2023 *22.50 20.60 657.19 1.90 658.75
11/16/2023 *22.45 20.52 657.24 1.93 658.82
12/8/2023 *21.22 20.23 658.47 0.99 659.28
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 4 of 24)
Hart & Hickman, PC
Table 2 (Page 5 of 24)
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
7/14/2023 11.77 --644.79 0.00 644.79
8/7/2023 11.19 --645.37 0.00 645.37
8/25/2023 11.01 --645.55 0.00 645.55
9/13/2023 12.08 --644.48 0.00 644.48
10/3/2023 12.55 --644.01 0.00 644.01
10/25/2023 12.76 --643.80 0.00 643.80
11/16/2023 12.77 --643.79 0.00 643.79
12/8/2023 11.97 --644.59 0.00 644.59
656.56 5-20MW-6 2 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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 5 of 24)
Hart & Hickman, PC
Table 2 (Page 6 of 24)
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
7/14/2023 15.58 --639.85 0.00 639.85
8/7/2023 12.63 --642.80 0.00 642.80
8/25/2023 12.82 --642.61 0.00 642.61
9/13/2023 16.20 --639.23 0.00 639.23
10/3/2023 15.79 --639.64 0.00 639.64
10/25/2023 13.48 --641.95 0.00 641.95
11/16/2023 13.57 --641.86 0.00 641.86
12/8/2023 12.70 --642.73 0.00 642.73
MW-7 2 20 655.43 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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 6 of 24)
Hart & Hickman, PC
Table 2 (Page 7 of 24)
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
7/14/2023 13.93 --639.48 0.00 639.48
8/7/2023 11.09 --642.32 0.00 642.32
8/25/2023 10.89 --642.52 0.00 642.52
9/13/2023 12.02 --641.39 0.00 641.39
10/3/2023 13.53 --639.88 0.00 639.88
10/25/2023 12.56 --640.85 0.00 640.85
11/16/2023 12.00 --641.41 0.00 641.41
12/8/2023 11.74 --641.67 0.00 641.67
Depths estimated due to well damage; Well repaired 6/4/21
MW-8 2 20 656.33 5-20
MW-8 2 20 653.41 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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 7 of 24)
Hart & Hickman, PC
Table 2 (Page 8 of 24)
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
7/14/2023 *17.91 17.63 649.62 0.28 649.85
8/7/2023 *19.40 14.69 648.13 4.71 651.99
8/25/2023 *19.11 14.32 648.42 4.79 652.35
9/13/2023 *23.06 17.81 644.47 5.25 648.78
10/3/2023 *19.60 16.47 647.93 3.13 650.50
10/25/2023 *21.52 17.42 646.01 4.10 649.37
11/16/2023 *23.44 20.73 644.09 2.71 646.31
12/8/2023 *23.54 20.25 643.99 3.29 646.69
2 25 667.53 10-25MW-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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 8 of 24)
Hart & Hickman, PC
Table 2 (Page 9 of 24)
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
7/14/2023 15.36 --688.24 0.00 688.24
8/7/2023 15.38 --688.22 0.00 688.22
8/25/2023 15.26 --688.34 0.00 688.34
9/13/2023 15.30 --688.30 0.00 688.30
10/3/2023 16.45 --687.15 0.00 687.15
10/25/2023 15.31 --688.29 0.00 688.29
11/16/2023 16.19 --687.41 0.00 687.41
12/8/2023 16.34 --687.26 0.00 687.26
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 9 of 24)
Hart & Hickman, PC
Table 2 (Page 10 of 24)
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
7/14/2023 22.72 --668.21 0.00 668.21
8/7/2023 22.43 --668.50 0.00 668.50
8/25/2023 22.19 --668.74 0.00 668.74
9/13/2023 22.23 --668.70 0.00 668.70
10/3/2023 22.69 --668.24 0.00 668.24
10/25/2023 22.26 --668.67 0.00 668.67
11/16/2023 22.77 --668.16 0.00 668.16
12/8/2023 22.78 --668.15 0.00 668.15
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 10 of 24)
Hart & Hickman, PC
Table 2 (Page 11 of 24)
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
7/14/2023 21.47 --668.04 0.00 668.04
8/7/2023 21.11 --668.40 0.00 668.40
8/25/2023 19.94 --669.57 0.00 669.57
9/13/2023 21.11 --668.40 0.00 668.40
10/3/2023 21.62 --667.89 0.00 667.89
10/25/2023 20.69 --668.82 0.00 668.82
11/16/2023 22.43 --667.08 0.00 667.08
12/8/2023 22.61 --666.90 0.00 666.90
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 11 of 24)
Hart & Hickman, PC
Table 2 (Page 12 of 24)
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
7/14/2023 11.58 --642.92 0.00 642.92
8/7/2023 11.12 --643.38 0.00 643.38
8/25/2023 11.01 --643.49 0.00 643.49
9/13/2023 11.44 --643.06 0.00 643.06
10/3/2023 12.17 --642.33 0.00 642.33
10/25/2023 12.15 --642.35 0.00 642.35
11/16/2023 12.30 --642.20 0.00 642.20
12/8/2023 11.33 --643.17 0.00 643.17
18 654.50 3-18MW-13 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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 12 of 24)
Hart & Hickman, PC
Table 2 (Page 13 of 24)
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
7/14/2023 12.71 --651.21 0.00 651.21
8/7/2023 12.74 --651.18 0.00 651.18
8/25/2023 12.63 --651.29 0.00 651.29
9/13/2023 13.89 --650.03 0.00 650.03
10/3/2023 13.17 --650.75 0.00 650.75
10/25/2023 14.54 --649.38 0.00 649.38
11/16/2023 15.00 --648.92 0.00 648.92
12/8/2023 14.50 --649.42 0.00 649.42
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 13 of 24)
Hart & Hickman, PC
Table 2 (Page 14 of 24)
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
7/14/2023 23.72 --670.96 0.00 670.96
8/7/2023 20.92 --673.76 0.00 673.76
8/25/2023 20.81 --673.87 0.00 673.87
9/13/2023 20.84 --673.84 0.00 673.84
10/3/2023 21.26 --673.42 0.00 673.42
10/25/2023 20.86 --673.82 0.00 673.82
11/16/2023 22.35 --672.33 0.00 672.33
12/8/2023 21.85 --672.83 0.00 672.83
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 14 of 24)
Hart & Hickman, PC
Table 2 (Page 15 of 24)
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
7/14/2023 25.35 --665.51 0.00 665.51
8/7/2023 24.75 --666.11 0.00 666.11
8/25/2023 25.17 --665.69 0.00 665.69
9/13/2023 24.68 --666.18 0.00 666.18
10/3/2023 25.31 --665.55 0.00 665.55
10/25/2023 25.16 --665.70 0.00 665.70
11/16/2023 27.64 --663.22 0.00 663.22
12/8/2023 27.87 --662.99 0.00 662.99
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
7/14/2023 22.11 --661.68 0.00 661.68
8/7/2023 20.99 --662.80 0.00 662.80
8/25/2023 22.24 --661.55 0.00 661.55
9/13/2023 21.19 --662.60 0.00 662.60
10/3/2023 23.66 --660.13 0.00 660.13
10/25/2023 24.74 --659.05 0.00 659.05
11/16/2023 23.17 --660.62 0.00 660.62
12/8/2023 23.17 --660.62 0.00 660.62
8-28
MW-17 2
28.34 683.79 8.3-28.3
681.6527 7-27
32.20 686.85 12.2-32.2
MW-16 2 28 690.86
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 15 of 24)
Hart & Hickman, PC
Table 2 (Page 16 of 24)
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
7/14/2023 20.93 --672.17 0.00 672.17
8/7/2023 20.28 --672.82 0.00 672.82
8/25/2023 20.99 --672.11 0.00 672.11
9/13/2023 21.13 --671.97 0.00 671.97
10/3/2023 19.83 --673.27 0.00 673.27
10/25/2023 19.34 --673.76 0.00 673.76
11/16/2023 21.38 --671.72 0.00 671.72
12/8/2023 21.39 --671.71 0.00 671.71
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
7/14/2023 23.09 --661.09 0.00 661.09
8/7/2023 20.09 --664.09 0.00 664.09
8/25/2023 22.37 --661.81 0.00 661.81
9/13/2023 19.93 --664.25 0.00 664.25
10/3/2023 24.70 --659.48 0.00 659.48
10/25/2023 21.82 --662.36 0.00 662.36
11/16/2023 24.29 --659.89 0.00 659.89
12/8/2023 23.24 --660.94 0.00 660.94
MW-19 2 25 684.18 10-25
MW-18 2 28 693.10 8-28
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 16 of 24)
Hart & Hickman, PC
Table 2 (Page 17 of 24)
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
7/14/2023 21.62 --651.32 0.00 651.32
8/7/2023 20.97 --651.97 0.00 651.97
8/25/2023 20.74 --652.20 0.00 652.20
9/13/2023 21.34 --651.60 0.00 651.60
10/3/2023 22.00 --650.94 0.00 650.94
10/25/2023 21.61 --651.33 0.00 651.33
11/16/2023 22.62 --650.32 0.00 650.32
12/8/2023 21.88 --651.06 0.00 651.06
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
7/14/2023 4.20 --646.56 0.00 646.56
8/7/2023 3.70 --647.06 0.00 647.06
8/25/2023 3.61 --647.15 0.00 647.15
9/13/2023 3.86 --646.90 0.00 646.90
10/3/2023 4.41 --646.35 0.00 646.35
10/25/2023 3.90 --646.86 0.00 646.86
11/16/2023 4.80 --645.96 0.00 645.96
12/8/2023 4.09 --646.67 0.00 646.67
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 17 of 24)
Hart & Hickman, PC
Table 2 (Page 18 of 24)
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
7/14/2023 18.01 --688.40 0.00 688.40
8/7/2023 17.26 --689.15 0.00 689.15
8/25/2023 17.16 --689.25 0.00 689.25
9/13/2023 17.21 --689.20 0.00 689.20
10/3/2023 16.85 --689.56 0.00 689.56
10/25/2023 17.36 --689.05 0.00 689.05
11/16/2023 16.95 --689.46 0.00 689.46
12/8/2023 16.90 --689.51 0.00 689.51
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
7/14/2023 23.92 --658.78 0.00 658.78
8/7/2023 20.14 --662.56 0.00 662.56
8/25/2023 23.69 --659.01 0.00 659.01
9/13/2023 20.23 --662.47 0.00 662.47
10/3/2023 24.07 --658.63 0.00 658.63
10/25/2023 22.11 --660.59 0.00 660.59
11/16/2023 23.82 --658.88 0.00 658.88
12/8/2023 22.70 --660.00 0.00 660.00
RW-1 6
682.70 8.45-28.45
MW-22 2 27 706.41 7-27
27.4 681.45 7.4-27.4
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 18 of 24)
Hart & Hickman, PC
Table 2 (Page 19 of 24)
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
7/14/2023 21.41 --664.38 0.00 664.38
8/7/2023 19.94 --665.85 0.00 665.85
8/25/2023 23.46 --662.33 0.00 662.33
9/13/2023 20.13 --665.66 0.00 665.66
10/3/2023 23.11 --662.68 0.00 662.68
10/25/2023 21.16 --664.63 0.00 664.63
11/16/2023 22.64 --663.15 0.00 663.15
12/8/2023 22.92 --662.87 0.00 662.87
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
7/14/2023 6.38 --646.48 0.00 646.48
8/7/2023 7.84 --645.02 0.00 645.02
8/25/2023 7.51 --645.35 0.00 645.35
9/13/2023 7.98 --644.88 0.00 644.88
10/3/2023 8.27 --644.59 0.00 644.59
10/25/2023 8.81 --644.05 0.00 644.05
11/16/2023 9.04 --643.82 0.00 643.82
12/8/2023 8.22 --644.64 0.00 644.64
RW-3 6
RW-2 6
24 652.86 4-24
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 19 of 24)
Hart & Hickman, PC
Table 2 (Page 20 of 24)
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
7/14/2023 27.23 --663.31 0.00 663.31
8/7/2023 25.56 --664.98 0.00 664.98
8/25/2023 26.91 --663.63 0.00 663.63
9/13/2023 25.61 --664.93 0.00 664.93
10/3/2023 27.64 --662.90 0.00 662.90
10/25/2023 28.81 --661.73 0.00 661.73
11/16/2023 28.70 --661.84 0.00 661.84
12/8/2023 26.97 --663.57 0.00 663.57
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 --665.94 0.00 665.94
12/28/2022 *25.12 25.11 664.71 0.01 664.72
7/14/2023 26.07 --663.76 0.00 663.76
8/7/2023 23.81 --666.02 0.00 666.02
8/25/2023 27.17 --662.66 0.00 662.66
9/13/2023 23.96 --665.87 0.00 665.87
10/3/2023 27.19 --662.64 0.00 662.64
10/25/2023 24.62 --665.21 0.00 665.21
11/16/2023 25.63 --664.20 0.00 664.20
12/8/2023 25.97 --663.86 0.00 663.86
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
7/14/2023 19.74 --672.23 0.00 672.23
8/7/2023 21.76 --670.21 0.00 670.21
8/25/2023 23.61 --668.36 0.00 668.36
9/13/2023 21.84 --670.13 0.00 670.13
10/3/2023 23.67 --668.30 0.00 668.30
10/25/2023 23.16 --668.81 0.00 668.81
11/16/2023 23.78 --668.19 0.00 668.19
12/8/2023 23.60 --668.37 0.00 668.37
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
7/14/2023 22.61 --665.29 0.00 665.29
8/7/2023 21.42 --666.48 0.00 666.48
8/25/2023 22.96 --664.94 0.00 664.94
9/13/2023 21.64 --666.26 0.00 666.26
10/3/2023 23.00 --664.90 0.00 664.90
10/25/2023 22.01 --665.89 0.00 665.89
11/16/2023 22.96 --664.94 0.00 664.94
12/8/2023 22.60 --665.30 0.00 665.30
4
29.7 691.97 14.7-27.7
RW-8 4
28.3 687.90 13.3-28.3
688.60
RW-4 4
32.11 690.54 16.11-31.11
RW-5 4
31.27 689.83 15.27-30.27
32.00
33.00 691.43 17-32
RW-6
13-2829
690.40 16-31
30 692.27 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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 20 of 24)
Hart & Hickman, PC
Table 2 (Page 21 of 24)
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 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
7/14/2023 20.98 --664.31 0.00 664.31
8/7/2023 21.33 --663.96 0.00 663.96
8/25/2023 22.95 --662.34 0.00 662.34
9/13/2023 21.30 --663.99 0.00 663.99
10/3/2023 23.56 --661.73 0.00 661.73
10/25/2023 22.60 --662.69 0.00 662.69
11/16/2023 23.41 --661.88 0.00 661.88
12/8/2023 23.32 --661.97 0.00 661.97
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
7/14/2023 20.40 --655.46 0.00 655.46
8/7/2023 18.31 --657.55 0.00 657.55
8/25/2023 20.38 --655.48 0.00 655.48
9/13/2023 18.46 --657.40 0.00 657.40
10/3/2023 20.41 --655.45 0.00 655.45
10/25/2023 18.90 --656.96 0.00 656.96
11/16/2023 20.05 --655.81 0.00 655.81
12/8/2023 19.56 --656.30 0.00 656.30
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
7/14/2023 16.02 --656.25 0.00 656.25
8/7/2023 15.90 --656.37 0.00 656.37
9/13/2023 15.91 --656.36 0.00 656.36
10/3/2023 16.07 --656.20 0.00 656.20
10/25/2023 15.93 --656.34 0.00 656.34
11/16/2023 16.26 --656.01 0.00 656.01
12/8/2023 20.41 --651.86 0.00 651.86
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
7/14/2023 14.59 --652.90 0.00 652.90
8/7/2023 15.71 --651.78 0.00 651.78
8/25/2023 15.43 --652.06 0.00 652.06
9/13/2023 15.26 --652.23 0.00 652.23
10/3/2023 15.49 --652.00 0.00 652.00
10/27/2023 19.30 --648.19 0.00 648.19
11/16/2023 18.36 --649.13 0.00 649.13
12/8/2023 20.31 --647.18 0.00 647.18
RW-12 4 26 667.49 10-25
RW-11 4 26 672.27 10-25
RW-9 4
28.3
29 685.29 13-28
684.59 12.3-27.3
RW-10 4 25 675.86 9-24
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 21 of 24)
Hart & Hickman, PC
Table 2 (Page 22 of 24)
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 *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
7/14/2023 14.71 --651.77 0.00 651.77
8/7/2023 14.82 --651.66 0.00 651.66
8/25/2023 14.61 --651.87 0.00 651.87
9/13/2023 14.81 --651.67 0.00 651.67
10/3/2023 14.86 --651.62 0.00 651.62
10/25/2023 17.53 --648.95 0.00 648.95
11/16/2023 17.39 --649.09 0.00 649.09
12/8/2023 15.89 --650.59 0.00 650.59
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
7/14/2023 13.72 --648.38 0.00 648.38
8/7/2023 14.89 --647.21 0.00 647.21
8/25/2023 14.57 --647.53 0.00 647.53
9/13/2023 14.59 --647.51 0.00 647.51
10/3/2023 14.52 --647.58 0.00 647.58
10/25/2023 17.36 --644.74 0.00 644.74
11/16/2023 18.23 --643.87 0.00 643.87
12/8/2023 16.13 --645.97 0.00 645.97
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
7/14/2023 16.46 --646.84 0.00 646.84
8/7/2023 15.59 --647.71 0.00 647.71
8/25/2023 15.33 --647.97 0.00 647.97
9/13/2023 15.61 --647.69 0.00 647.69
10/3/2023 15.56 --647.74 0.00 647.74
10/25/2023 17.47 --645.83 0.00 645.83
11/16/2023 18.61 --644.69 0.00 644.69
12/8/2023 16.29 --647.01 0.00 647.01
RW-14 4
20.9 662.10 4.9-19.9
RW-15 4
29.05 663.30 13.05-28.05
21 662.25 5-20
30 664.25 14-29
RW-13 4 22 666.48 7-22
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 22 of 24)
Hart & Hickman, PC
Table 2 (Page 23 of 24)
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 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
7/14/2023 9.04 --644.71 0.00 644.71
8/7/2023 9.53 --644.22 0.00 644.22
8/25/2023 9.36 --644.39 0.00 644.39
9/13/2023 9.32 --644.43 0.00 644.43
10/3/2023 9.44 --644.31 0.00 644.31
10/25/2023 10.77 --642.98 0.00 642.98
11/16/2023 10.38 --643.37 0.00 643.37
12/8/2023 9.80 --643.95 0.00 643.95
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
7/14/2023 11.36 --643.72 0.00 643.72
8/7/2023 9.18 --645.90 0.00 645.90
8/25/2023 8.99 --646.09 0.00 646.09
9/13/2023 9.18 --645.90 0.00 645.90
10/3/2023 9.19 --645.89 0.00 645.89
10/25/2023 10.88 --644.20 0.00 644.20
11/16/2023 11.14 --643.94 0.00 643.94
12/8/2023 9.90 --645.18 0.00 645.18
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
7/14/2023 9.23 --641.68 0.00 641.68
8/7/2023 8.03 --642.88 0.00 642.88
8/25/2023 7.89 --643.02 0.00 643.02
9/13/2023 8.20 --642.71 0.00 642.71
10/3/2023 8.31 --642.60 0.00 642.60
10/25/2023 8.82 --642.09 0.00 642.09
11/16/2023 8.91 --642.00 0.00 642.00
12/8/2023 7.94 --642.97 0.00 642.97
RW-18 4 19 650.91 4-19
RW-17 4 21 655.08 6-21
RW-16 4 25 653.75 5-25
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 23 of 24)
Hart & Hickman, PC
Table 2 (Page 24 of 24)
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
7/14/2023 10.62 --642.20 0.00 642.20
8/7/2023 8.85 --643.97 0.00 643.97
8/25/2023 8.67 --644.15 0.00 644.15
9/13/2023 9.36 --643.46 0.00 643.46
10/3/2023 9.87 --642.95 0.00 642.95
10/25/2023 10.48 --642.34 0.00 642.34
11/16/2023 10.70 --642.12 0.00 642.12
12/8/2023 8.83 --643.99 0.00 643.99
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
7/14/2023 0.77 --640.33 0.00 640.33
8/25/2023 0.75 --640.31 0.00 640.31
9/13/2023 0.75 --640.31 0.00 640.31
10/25/2023 0.71 --640.27 0.00 640.27
11/16/2023 0.82 --640.38 0.00 640.38
12/8/2023 0.80 --640.36 0.00 640.36
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
7/14/2023 0.88 --639.37 0.00 639.37
8/25/2023 0.91 --639.40 0.00 639.40
9/13/2023 0.90 --639.39 0.00 639.39
10/25/2023 0.86 --639.35 0.00 639.35
11/16/2023 1.02 --639.51 0.00 639.51
12/8/2023 1.00 --639.49 0.00 639.49
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
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
Stream Gauge-2 N/A N/A 639.49 N/A
RW-19 4 20 652.82 5-20
Stream Gauge-1 N/A N/A 640.56
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/Dec 2023/Data TablesDate:12/19/2023
Table 2 (Page 24 of 24)
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 min
8/7/2023 min
8/25/2023 min
9/13/2023 min
10/3/2023 min
10/25/2023 1.00
11/16/2023 NM
12/8/2023 NM
213.00
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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 min
8/7/2023 2.00
8/25/2023 2.25
9/13/2023 1.50
10/3/2023 NM
10/25/2023 NM
11/16/2023 NM
12/8/2023 NM
157.75
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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
MW-16 2 28 690.72 8-28
Total Product Removed:
MW-17 2 27 681.65 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
MW-18 2 28 692.96 8-28
Total Product Removed:
MW-19 2 25 684.02 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
MW-20 2 29 672.89 14-29
Total Product Removed:
MW-21 2 18 650.76 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
13.25
MW-22 2 27 706.36 7-27
Total Product Removed:
RW-1 6 27 681.45 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
5/16/2023 0.00
6/7/2023 0.00
6/20/2023 0.00
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
RW-5 4 32 689.67 16-31
Total Product Removed:
RW-4 4 33 690.39 17-32
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:
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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
RW-10 4 25 675.73 9-24
Total Product Removed:
RW-9 4 29 684.42 13-28
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:
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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.25
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
RW-14 4 21 662.25 5-20
Total Product Removed:
RW-13 4 22 666.44 7-22
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/Dec 2023/[File]Date:12/14/2023
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)
MW-1 2 15 656.16 5-15
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
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
7/14/2023 0.00
8/7/2023 0.00
8/25/2023 0.00
9/13/2023 0.00
10/3/2023 0.00
10/25/2023 0.00
11/16/2023 0.00
12/8/2023 0.00
0.00
TOTAL Product Removed by Hand Bailing (gallons)1025.00
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
2. From October 3, 2023 to December 8, 2023, Product was removed from MW-9 by connecting the monitoring well to
DPE system #2 via 1" stinger during gauging events
3. From October 25, 2023 to December 8, 2023, product was removed from MW-5 by connecting the monitoring well to
DPE system #1 via 1" stinger during gauging events
min = minimal or unmeasurable amount of free product recovered/not included in totals
NM = not measured
NG = not gauged
TOC = top of casing
msl = mean sea level
-- = no bailing conducted
RW-18 4 19 650.80 4-19
Total Product Removed:
RW-17 4 21 654.99 6-21
Total Product Removed:
RW-19 4 20 652.73 5-20
Total Product Removed:
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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
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Date:12/14/2023
Table 4 (Page 1 of 1)
Hart & Hickman, PC
Table 5 (Page 1 of 3)
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.
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Date:12/18/2023
Table 5 (Page 1 of 3)
Hart & Hickman, PC
Table 5 (Page 2 of 3)
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
5/11/2023 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 were measured in EQ tank
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 were 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 were 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 were 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 0.6 / 33
Troubleshooting with PRM for control panel/float issue.
Issue resolved; restarted system. Increased system
vacuum to 20" Hg upon departure.
6/29/2023 Yes 2968.2 327,930 19.0 18.5 19.0 20.0 20.0 18.5 19.0 19.0 19.0 39.9 140 109.7 Good 3.5 3.6 / 33
H&H changed bag filters and skimmed product in the
oil water seperator. 3.5" of emulsion were measured
in EQ tank.
7/6/2023 Yes 3130.3 342,730 19.0 18.5 18.5 19.5 17.5 19.0 18.5 19.5 19.0 42.2 125 115.3 Good 5.0 11.1 / 34.8
H&H changed bag filters and skimmed product in the
oil water seperator. 3.5" of emulsion were measured in
EQ tank.
7/11/2023 Yes 3251.1 352,730 19.5 18.5 19.0 19.5 18.5 19.5 19.0 19.0 19.5 39.0 130 111.3 Good 6.7 11.1 / 34.8
H&H changed bag filters and skimmed product in the
oil water seperator. 4.5" of emulsion were measured in
EQ tank.
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Date:12/18/2023
Table 5 (Page 2 of 3)
Hart & Hickman, PC
Table 5 (Page 3 of 3)
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
7/18/2023 Yes 3422.9 367,760 19.5 18.5 19.0 19.0 19.5 18.5 18.5 19.0 19.5 39.9 145 100.6 Good 8.3 13.6 / 40.2
H&H changed bag filters and skimmed product in the
oil water seperator. 5.5" of emulsion were measured in
EQ tank.
7/26/2023 Yes 3615.8 383,810 19.0 18.5 19.5 19.5 20.5 19.0 19.0 19.5 19.5 43.2 125 93.4 Good 12.0 13.7 / 42.1
H&H changed bag filters and skimmed product in the
oil water seperator. 6.5" of emulsion were measured in
EQ tank.
8/2/2023 Yes 3781.8 396,420 19.0 18.5 19.5 19.5 20.0 19.0 19.0 19.5 19.5 43.4 130 89.5 Good 500.0 13.7 / 42.1
H&H changed bag filters. HazMat was onsite to
vacuum system components and EQ tank. 500 gallons
of liquid/emulsion were removed from the EQ tank.
9/14/2023 Yes 3880.9 408,060 21.0 20.0 21.0 21.5 19.5 21.0 20.5 20.5 21.0 45.5 160 52.9 Good 3.5 15.8 / 42.1 2" of emulsion were measured in EQ tank.
9/22/2023 Yes 4070.6 430,600 21.0 20.0 21.0 21.5 19.0 21.0 20.5 20.5 21.0 50.1 143 51.7 Good NM NM H&H changed bag filters and skimmed product in the
oil water seperator.
9/28/2023 Yes 4216.2 445,720 21.0 20.0 21.0 21.0 19.0 21.5 20.5 21.0 21.0 51.1 142 49.7 Good 3.5 20 / 42.1
H&H changed bag filters and skimmed product in the
oil water seperator. 2.5" of emulsion were measured
in EQ tank.
10/5/2023 Yes 4384.8 463,320 22.0 21.5 22.0 22.0 21.5 21.5 21.5 22.0 22.5 50.6 145 47.9 Good 5.0 20 / 42.1
H&H changed bag filters and skimmed product in the
oil water seperator. 4" of emulsion were measured in
EQ tank.
11/14/2023 Yes 5301.1 542,880 20.5 19.5 20.5 21.0 20.0 20.0 20.0 20.0 20.5 43.0 142 112.8 Good 1.5 0 / 0
H&H changed bag filters. On 10/25/23, HazMat was
onsite to vacuum system components and EQ tank.
707.9 gallons of liquid/emulsion were removed from
the EQ tank and product holding tank.
12/11/2023 Yes 5874.0 578,900 19.0 17.5 18.5 18.5 16.5 18.0 17.5 18.5 18.5 34.1 125 60.5 Good 3.5 0 / 0
H&H changed bag filters and skimmed product in the
oil water seperator. 2.5" of emulsion were measured
in EQ tank.
Notes:
DPE System Started on January 25, 2023
PID = photoionization detector
M/S = moisture separator
NA = not available
NM = not measured
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Date:12/18/2023
Table 5 (Page 3 of 3)
Hart & Hickman, PC
Table 6 (Page 1 of 3)
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 were 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 were measured in EQ tank.
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Date:12/15/2023
Table 6 (Page 1 of 3)
Hart & Hickman, PC
Table 6 (Page 2 of 3)
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 were 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 were 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
6/29/2023 Yes 2600.4 618,770 13.0 12.0 11.5 13.0 12.0 11.5 12.0 12.0 11.5 12.0 13.0 96.6 140 120.7 Good 13.0 6.3 / 294.9
H&H changed bag filters. 3.5" of emulsion were
measured in EQ tank. H&H attempted to utilize a
diaphragm pump to remove emulsion/LNAPL from the
top of the EQ tank into the product holding tank. The
emulsion was too thick to flow from the pump inlet
down the tubing.
7/6/2023 No 2755.6 647,300 NM 12.0 11.5 13.0 12.0 11.5 12.0 12.0 11.5 12.0 13.0 102.6 140 115.3 Good 13.5 6.3 / 294.9
H&H changed bag filters and skimmed product in the
oil water separator. 4" of emulsion were measured in
EQ tank. Liquid ring pump vacuum was not measured
due to a broken vacuum gauge.
7/11/2023 Yes 2875.7 665,870 13.5 12.0 11.5 11.5 11.5 11.0 11.0 11.5 11.5 11.0 12.0 108.1 135 127.6 Good 13.5 9.8 / 346.1
H&H changed bag filters and skimmed product in the
oil water separator. 5" of emulsion were measured in
EQ tank.
7/18/2023 Yes 3033.8 695,370 13.5 12.0 11.5 11.5 11.0 11.0 11.0 11.5 11.5 11.0 12.0 108.6 150 120.9 Good 15.0 12.6 / 294.9
H&H changed bag filters and skimmed product in the
oil water separator. 6" of emulsion were measured in
EQ tank.
7/26/2023 Yes 3210.2 719,010 14.5 13.0 12.5 12.5 12.5 12.0 12.5 12.5 12.5 12.0 13.0 109.0 150 106.7 Good 17.0 13.3 / 411.8
H&H changed bag filters and skimmed product in the
oil water separator. 7" of emulsion were measured in
EQ tank.
8/2/2023 Yes 3375.2 744,290 14.5 13.0 12.5 12.5 12.5 12.0 12.5 12.5 12.5 12.0 13.0 109.5 150 95.3 Good 586.4 13.3 / 411.8
H&H changed bag filters. Haz-Mat on site; temporarily
turned off system to clean system components and
vacuum out EQ tank. Approximately 900 gallons of
liquid/emulsion were removed from the EQ tank and
the product holding tank.
9/6/2023 Yes 3691.6 802,310 14.5 13.0 12.0 12.5 12.0 12.0 12.5 12.5 12.5 12.0 13.0 169.8 157 117.7 Good 0.0 0 / 0 H&H changed bag filters. 3" emulsion were measured
in EQ tank.
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Date:12/15/2023
Table 6 (Page 2 of 3)
Hart & Hickman, PC
Table 6 (Page 3 of 3)
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
9/14/2023 Yes 3882.9 837,710 15.0 13.0 12.5 13.0 12.5 12.5 13.0 12.5 12.5 12.5 13.5 169.0 150 51.5 Good 3.5 0 / 0
H&H changed bag filters and skimmed product in the
oil water separator. 4.5" emulsion were measured in
EQ tank.
9/22/2023 Yes 4077.3 870,470 15.0 12.5 12.0 12.5 12.0 12.0 12.5 12.0 12.5 12.0 13.0 171.8 145 55.9 Good NM NM H&H changed bag filters and skimmed product in the
oil water separator.
9/28/2023 Yes 4216.7 899,120 14.5 12.5 12.0 12.0 12.0 12.0 12.0 12.0 12.5 12.0 12.5 172.5 138 53.5 Good 5.0 0 / 0
H&H changed bag filters and skimmed product in the
oil water separator. 7" emulsion were measured in EQ
tank.
10/5/2023 Yes 4366.1 926,160 17.0 15.5 15.0 15.0 15.0 15.0 15.0 off 15.5 off 15.5 171.3 135 50.2 Good 6.8 0 / 0
H&H changed bag filters and skimmed product in the
oil water separator. 8" emulsion were measured in EQ
tank. Recovery wells RW-16 and RW-18 were shut off
to increase overall vacuum.
11/14/2023 Yes 5290.1 1,084,660 18.0 16.0 16.0 16.0 15.0 15.5 15.5 off 15.5 off 16.5 128.0 142 166.7 Good 1.5 0 / 0
H&H changed bag filters. On 10/25/23, HazMat was
onsite to vacuum system components and EQ tank.
1,000 gallons of liquid/emulsion were removed from
the EQ tank.
12/11/2023 Yes 5787.0 1,239,189 19.0 12.5 17.5 17.5 17.0 12.5 17.0 off 17.5 off 12.5 92.5 130 82.3 Good 3.5 0 / 0
H&H changed bag filters and skimmed product in the
oil water separator. 4.5" emulsion were measured in
EQ tank. Vacuums in RW-3, RW-14, and RW-19
were lowered to 12.5 "Hg to increase overall vacuum.
.
Notes:
DPE System Started on January 24, 2023
PID = photoionization detector
M/S = moisture separator
NA = not available
NM = not measured
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Charlotte Douglas International Airport - CDA/CDA-044 Airport Drive Release/FP Recovery/Dec 2023/O&M tablesO&M tablesT6_DPE System #2 O&M
Date:12/15/2023
Table 6 (Page 3 of 3)
Hart & Hickman, PC
Table 7 (Page 1 of 6)
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
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
Laboratory Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint
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/200.7/200.8) (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/L
Isopropylbenzene NA NA NA NA 14.8 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/L
n-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 NS
o-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
DPE #1 DPE #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/Dec 2023/O&M tables
Date:12/15/2023
Table 7 (Page 1 of 6)
Hart & Hickman, PC
Table 7 (Page 2 of 6)
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 #1 DPE#2 DPE#1 DPE#2
Sample ID WW1-Influent WW1-Midpoint WW2-Influent WW2-Midpoint WW-1 WW-2 WW1-Mid WW-1 WW-2 WW-1 WW-2
Sample Location Influent Mid Carbon Influent Mid Carbon Effluent Effluent Mid Carbon Effluent Effluent 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 6/23/2023 6/23/2023
Laboratory Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint Waypoint
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 <5.9 <5.6 Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics 192 172 273 233 240 71 <50 <50 <50 <50 <50 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)NA NA NA NA 425 337 NA 330 370 351 312 Monitor & Report
Metals (6020B/200.7/200.8) (µg/L)
Total Lead NA NA NA NA 1.31 1.75 NA 0.827 <0.500 0.991 <0.500 3 µg/L
Dissolved Lead NA NA NA NA <1.00 2.17 NA <0.500 <0.500 1.61 <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 7.1 7.7 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 <3.1 <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 <0.500 <0.500 51 µg/L
n-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
sec-Butylbenzene NA NA 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 <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 <0.500 <0.500 97 µg/L
Isopropylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
4-Isopropyltoluene NA NA 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 <1.00 <1.00 1,500 µg/L
Naphthalene 253 <1.00 25.1 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 <1.00 12 µg/L
n-Propylbenzene NA NA 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 <0.500 <0.500 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA 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 <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 <1.00 <1.00 NS
Total Xylenes 259 <0.500 12.9 <0.500 <0.500 <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
April 2023 May 2023
DPE #1 DPE #2
Daily Maximum
Discharge Limit
June 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/Dec 2023/O&M tables
Date:12/15/2023
Table 7 (Page 2 of 6)
Hart & Hickman, PC
Table 7 (Page 3 of 6)
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
Sample ID WW-1 WW-2 WW-1 WW-2 WW-1 EFF
Sample Location Effluent Effluent Effluent Effluent Effluent
Date 7/21/2023 7/21/2023 7/31/2023 7/31/2023 8/2/2023
Laboratory Waypoint Waypoint Waypoint Waypoint Waypoint Pace Waypoint Pace Pace Waypoint Pace
O&G (1664 SGT-HEM (mg/L)
Oil & Grease <2.1 <2.2 NA NA NA NA NA NA NA NA NA Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics 65 41 J NA NA NA NA NA NA NA NA NA 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)356 200 358 304 384 396 390 386 364 314 327 Monitor & Report
Metals (6020B/200.7/200.8) (µg/L)
Total Lead 14.5 (1)8.36 (1)9.9 (1)42.6 (1)0.6 J 0.50 J 56.9 5.5 2.4 3.9 0.57 J 3 µg/L
Dissolved Lead 3.35 1.50 <1.8 12.9 2.5 J <0.077 4.1 J 0.14 J 2.0 <1.8 <0.077 NS
pH (4500H+B-2011) (S.U.)
pH (Standard Units)7.5 7.8 7.4 7.6 6.9 6.9 7.7 7.7 8.3 7.2 7.2 6.0 ≤ pH ≤ 9.0
Total Suspended Solids (2440D-2015) (mg/L)
Total Suspended Solids (TSS)<0.7 1.1 J NA NA NA NA NA NA NA NA NA 30 mg/L
VOCs (6200B) (µg/L)
Benzene <0.180 <0.180 NA NA NA NA NA NA NA NA NA 51 µg/L
n-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
sec-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
1,2-Dichloroethane (1,2-DCA)<0.150 <0.150 NA NA NA NA NA NA NA NA NA 37 µg/L
Ethylbenzene <0.170 <0.170 NA NA NA NA NA NA NA NA NA 97 µg/L
Isopropylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
4-Isopropyltoluene NA NA NA NA NA NA NA NA NA NA NA NS
Methyl Tert-Butyl Ether (MTBE)<0.140 <0.140 NA NA NA NA NA NA NA NA NA 1,500 µg/L
Naphthalene <0.470 <0.470 NA NA NA NA NA NA NA NA NA 12 µg/L
n-Propylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
Toluene <0.220 <0.220 NA NA NA NA NA NA NA NA NA 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
o-Xylene <0.210 <0.210 NA NA NA NA NA NA NA NA NA NS
m,p-Xylene <0.420 <0.420 NA NA NA NA NA NA NA NA NA NS
Total Xylenes <0.21 <0.21 NA NA NA NA NA NA NA NA NA 670 µg/L
Notes:
Laboratory analytical methods and compound concentration units are shown in parenthesis
Bold effluent compound concentration exceeds Daily Maximum Discharge Limit
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
(1) Reported effluent lead concentration is believed to be "suspect" based on subsequent effluent lead sampling conducted August 2, 2023
DPE#2
WW-2 INF
DPE#1
8/2/2023 Daily Maximum
Discharge Limit
July 2023
WW-1 INF
August 2023
Before Media Filtration Influent
8/2/2023
WW-1 BF
Influent
8/2/2023
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/Dec 2023/O&M tables
Date:12/15/2023
Table 7 (Page 3 of 6)
Hart & Hickman, PC
Table 7 (Page 4 of 6)
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
Sample ID WW-2 EFF MW-1 MW-12 MW-15 RW-7 RW-11
Sample Location Effluent
Influent - S of
DPE#2
Influent - E of
AST Farm
Influent - N of
AST Farm
Influent - N of
AST Farm
Influent - SE
of AST Farm
Date 8/2/2023 8/4/2023 8/4/2023 8/4/2023 8/4/2023 8/4/2023
Laboratory Waypoint Pace Pace Waypoint Waypoint Waypoint Waypoint Waypoint Eurofins Pace Eurofins Pace
O&G (1664 SGT-HEM (mg/L)
Oil & Grease NA NA NA NA NA NA NA NA NA NA NA NA Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics NA NA NA NA NA NA NA NA NA NA NA NA 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)300 318 316 598 392 366 314 286 NA NA NA NA Monitor & Report
Metals (6020B/200.7/200.8) (µg/L)
Total Lead 16.5 2.0 <0.077 <1.8 <1.8 <1.8 <1.8 <1.8 <0.340 0.25 J 0.940 J 1.1 3 µg/L
Dissolved Lead 4.6 J <0.077 <0.077 <1.8 <1.8 <1.8 <1.8 <1.8 <0.340 <0.12 <0.340 <0.12 NS
pH (4500H+B-2011) (S.U.)
pH (Standard Units)7.8 7.8 8.3 6.6 6.7 6.5 6.6 6.7 NA NA NA NA 6.0 ≤ pH ≤ 9.0
Total Suspended Solids (2440D-2015) (mg/L)
Total Suspended Solids (TSS)NA NA NA NA NA NA NA NA NA NA NA NA 30 mg/L
VOCs (6200B) (µg/L)
Benzene NA NA NA NA NA NA NA NA NA NA NA NA 51 µg/L
n-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NS
sec-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NS
1,2-Dichloroethane (1,2-DCA)NA NA NA NA NA NA NA NA NA NA NA NA 37 µg/L
Ethylbenzene NA NA NA NA NA NA NA NA NA NA NA NA 97 µg/L
Isopropylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NS
4-Isopropyltoluene NA NA NA NA NA NA NA NA NA NA NA NA NS
Methyl Tert-Butyl Ether (MTBE)NA NA NA NA NA NA NA NA NA NA NA NA 1,500 µg/L
Naphthalene NA NA NA NA NA NA NA NA NA NA NA NA 12 µg/L
n-Propylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NS
Toluene NA NA NA NA NA NA NA NA NA NA NA NA 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NS
o-Xylene NA NA NA NA NA NA NA NA NA NA NA NA NS
m,p-Xylene NA NA NA NA NA NA NA NA NA NA NA NA NS
Total Xylenes NA NA NA NA NA NA NA NA NA NA NA NA 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
Influlent
WW-2-INF
8/22/2023
DPE#2
Daily Maximum
Discharge Limit
August 2023 (Continued)
DPE#2 Monitoring/Recovery Wells
WW-2 BF
Before Media Filtration
WW-2 BF
Before Media Filtration
8/22/20238/2/2023
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/Dec 2023/O&M tables
Date:12/15/2023
Table 7 (Page 4 of 6)
Hart & Hickman, PC
Table 7 (Page 5 of 6)
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
Sample ID WW-2 EFF
Sample Location Effluent
Date 8/29/2023
Laboratory Eurofins Pace Waypoint Pace Waypoint Pace Waypoint Pace Waypoint Pace Pace
O&G (1664 SGT-HEM (mg/L)
Oil & Grease NA NA NA NA NA NA NA NA NA NA <1.1 Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics NA NA NA NA NA NA NA NA NA NA <7.6 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)NA NA NA NA NA NA NA NA NA NA 366 Monitor & Report
Metals (6020B/200.7/200.8) (µg/L)
Total Lead 9.6 (2)0.65 J 1.87 2.1 <0.500 <1.0 3.04 0.97 J <0.500 0.23 J 0.57 J 3 µg/L
Dissolved Lead <2.50 <0.12 <0.500 <1.0 <0.500 <1.0 <0.500 <0.12 <0.500 <1.0 <0.12 NS
pH (4500H+B-2011) (S.U.)
pH (Standard Units)NA NA NA NA NA NA NA NA NA NA 7.5 6.0 ≤ pH ≤ 9.0
Total Suspended Solids (2440D-2015) (mg/L)
Total Suspended Solids (TSS)NA NA NA NA NA NA NA NA NA NA <2.5 30 mg/L
VOCs (6200B) (µg/L)
Benzene NA NA NA NA NA NA NA NA NA NA <0.079 51 µg/L
n-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
sec-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
1,2-Dichloroethane (1,2-DCA)NA NA NA NA NA NA NA NA NA NA <0.11 37 µg/L
Ethylbenzene NA NA NA NA NA NA NA NA NA NA <0.081 97 µg/L
Isopropylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
4-Isopropyltoluene NA NA NA NA NA NA NA NA NA NA NA NS
Methyl Tert-Butyl Ether (MTBE)NA NA NA NA NA NA NA NA NA NA <0.053 1,500 µg/L
Naphthalene NA NA NA NA NA NA NA NA NA NA <0.10 12 µg/L
n-Propylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
Toluene NA NA NA NA NA NA NA NA NA NA <0.090 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NS
o-Xylene NA NA NA NA NA NA NA NA NA NA <0.14 NS
m,p-Xylene NA NA NA NA NA NA NA NA NA NA <0.094 NS
Total Xylenes NA NA NA NA NA NA NA NA NA NA <0.094 670 µg/L
Notes:
Laboratory analytical methods and compound concentration units are shown in parenthesis
Bold effluent compound concentration exceeds Daily Maximum Discharge Limit
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
(2) Reported effluent lead concentration is believed to be "suspect" based on split sampling conducted on same day and subsequent sampling conducted on August 29, 2023
8/29/2023
August 2023 (Continued)
WW2-BF
Before Media Filtration
8/29/2023
Settling Tank
8/29/2023
DPE#2
WW2-ST
8/22/2023
Effluent
WW-2-EFF
DPE#2
WW1-BF
Before Media Filtration
DPE#1
Daily Maximum
Discharge Limit
WW1-ST
Settling Tank
8/29/2023
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/Dec 2023/O&M tables
Date:12/15/2023
Table 7 (Page 5 of 6)
Hart & Hickman, PC
Table 7 (Page 6 of 6)
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#2 DPE#1 DPE#2
Sample ID WW-1 WW-2 DPE-1-PZ DPE-1-MC DPE-2-PZ DPE-2-MC WW-1 WW-2 DPE-1-POST-Z
DPE-1-MID-
CARBON
DPE-2-MID-
CARBON
DPE1-
EFFLUENT
DPE2-
EFFLUENT
Sample Location Effluent Effluent Post Zeolite Mid-Carbon Post Zeolite Mid-Carbon Effluent Effluent Post Zeolite Mid Carbon Mid Carbon Effluent Effluent
Date 9/21/2023 9/21/2023 10/12/2023 10/12/2023 10/12/2023 10/12/2023 10/31/2023 10/31/2023 11/7/2023 11/7/2023 11/7/2023 11/14/2023 11/14/2023
Laboratory Pace Pace Pace Pace Pace Pace Pace Pace Pace Pace Pace Pace Pace
O&G (1664 SGT-HEM (mg/L)
Oil & Grease <1.1 <1.1 NA NA NA NA <1.1 <1.1 NA NA NA <1.1 <1.1 Monitor & Report
Total Recoverable Phenolics (420.1) (µg/L)
Total Phenolics <7.6 <7.6 NA NA NA NA <7.6 <7.6 NA NA NA <7.6 <7.6 300 µg/L
Hardness (2340C-2011) (mg/L)
Total Hardness (as CaCO3) (mg/L)261 345 NA NA NA NA 330 1,470 NA NA NA 342 345 Monitor & Report
Metals (6020B/200.7/200.8) (µg/L)
Total Lead 0.96 J 0.61 J 1.1 0.22 J 1.8 5.9 <0.077 <0.077 0.33 J <0.077 <0.077 <0.077 <0.077 3 µg/L
Dissolved Lead 1.5 1.1 <0.12 <0.12 <0.12 <0.12 <0.077 <0.077 0.10 J <0.077 0.083 J <0.077 <0.077 NS
pH (4500H+B-2011) (S.U.)
pH (Standard Units)7.6 7.8 NA NA NA NA 7.9 6.9 NA NA NA 7.7 7.8 6.0 ≤ pH ≤ 9.0
Total Suspended Solids (2440D-2015) (mg/L)
Total Suspended Solids (TSS)<2.5 <2.5 NA NA NA NA <2.6 <2.5 NA NA NA <2.5 <2.5 30 mg/L
VOCs (6200B) (µg/L)
Benzene <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 <0.079 51 µg/L
n-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
sec-Butylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
1,2-Dichloroethane (1,2-DCA)<0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 <0.11 37 µg/L
Ethylbenzene <0.081 <0.081 <0.081 <0.081 <0.081 <0.081 <0.081 <0.081 0.80 <0.081 <0.081 <0.081 <0.081 97 µg/L
Isopropylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
4-Isopropyltoluene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
Methyl Tert-Butyl Ether (MTBE)<0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 <0.053 1,500 µg/L
Naphthalene <0.10 <0.10 25.7 0.28 J 2.7 0.54 J <0.10 <0.10 21.5 <0.10 <0.10 <0.10 <0.10 12 µg/L
n-Propylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
Toluene <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 11 µg/L
1,2,4-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
1,3,5-Trimethylbenzene NA NA NA NA NA NA NA NA NA NA NA NA NA NS
o-Xylene <0.14 <0.14 5.3 <0.14 0.45 J <0.14 <0.14 <0.14 12.5 <0.14 <0.14 <0.14 <0.14 NS
m,p-Xylene <0.094 <0.094 2.2 <0.094 <0.094 <0.094 <0.094 <0.094 9.5 <0.094 <0.094 <0.094 <0.094 NS
Total Xylenes <0.094 <0.094 7.5 <0.094 0.45 J <0.094 <0.094 <0.094 22.0 <0.094 <0.094 <0.094 <0.094 670 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
September 2023
DPE#1DPE#1 DPE#2
October 2023 November 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/Dec 2023/O&M tables
Date:12/15/2023
Table 7 (Page 6 of 6)
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 DPE1-091423 DPE1-120723 DPE2-030123 DPE-2 DPE2-091423 DPE2-120723
Sample Date 3/1/2023 5/24/2023 9/14/2023 12/7/2023 3/1/2023 5/24/2023 9/14/2023 12/7/2023
EPA Method TO-15 (µg/m3)
1,2,4-Trimethylbenzene 9,200 13,000 2,700 1,000 9,300 2,500 1,000 820
1,3,5-Trimethylbenzene 4,200 6,200 2,000 740 2,200 1,800 670 460
4-Methyl-2-Pentanone (MIBK)<1,100 <660 <430 <510 <750 <1,000 270 <260
Benzene 340 150 99 <80 <120 <160 <32 <41
Carbon disulfide <410 370 <170 <190 <290 <390 <78 <100
Cyclohexane*3,200 3,800 2,600 1,300 3,400 1,500 590 390
Ethylbenzene 3,600 5,000 1,400 220 840 360 160 100
Hexane 3,200 2,500 1,800 1,100 1,300 <700 270 <180
Isopropylbenzene 2,000 2,700 1,000 <490 2,200 <980 210 <250
Methylene Chloride <910 <560 440 3,900 <640 <870 970 310
m & p-Xylenes 9,500 10,000 3,000 500 1,600 <870 280 <220
o-Xylene 2,100 2,600 810 140 210 <220 64 <56
Total Xylenes 11,600 12,600 3,810 640 1,810 <220 344 <56
Total VOCs 37,340 46,320 15,849 8,900 21,050 6,160 4,484 2,080
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 #1 DPE #2
File: O&M tablesT8_Air Samples
Date:12/14/2023
Table 8 (Page 1 of 1)
Hart & Hickman, PC
Table 9 (Page 1 of 1)
Summary of Estimated Off-Gas 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
06/29/23 109.7 --46,320 39.9 6.1 1.0 0.1 0.2 19.3 3.3
07/06/23 115.3 --46,320 42.2 6.8 1.2 0.2 0.2 20.5 3.4
07/11/23 111.3 --46,320 39.0 5.0 0.8 0.1 0.2 21.3 3.6
07/18/23 100.6 --46,320 39.9 7.2 1.2 0.2 0.2 22.5 3.7
07/26/23 93.4 --46,320 43.2 8.0 1.4 0.2 0.2 23.9 3.9
08/02/23 89.5 --46,320 43.4 6.9 1.3 0.2 0.2 23.7 4.1
09/14/23 52.9 15,849 15,849 45.5 4.1 0.3 0.04 0.1 24.0 4.2
09/22/23 51.7 --15,849 50.1 7.9 0.6 0.08 0.1 24.6 4.2
09/28/23 49.7 --15,849 51.1 6.1 0.4 0.06 0.1 25.0 4.3
10/05/23 47.9 --15,849 50.6 7.0 0.5 0.07 0.1 25.5 4.4
11/14/23 112.8 --15,849 43.0 38.2 2.3 0.34 0.1 27.9 4.7
12/11/23 60.5 8,900 8,900 34.1 23.9 0.7 0.10 0.03 28.5 4.8
4.8
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.
NM = not measured
-- = not sampled
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/Dec 2023/O&M tablesO&M tablesDate: 12/19/2023
Table 9 (Page 1 of 1)
Hart & Hickman, PC
Table 10 (Page 1 of 1)
Summary of Estimated Off-Gas 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
06/29/23 120.7 --6,160 96.6 6.7 0.9 0.13 0.1 20.4 3.0
07/06/23 130.2 --6,160 102.6 6.5 0.4 0.05 0.1 20.8 3.0
07/11/23 127.6 --6,160 108.1 5.0 0.3 0.04 0.1 21.1 3.1
07/18/23 120.9 --6,160 108.6 6.6 0.4 0.06 0.1 21.5 3.1
07/26/23 93.4 --6,160 109.0 7.4 0.4 0.07 0.1 21.9 3.2
08/02/23 95.3 --6,160 109.5 6.9 0.4 0.06 0.1 21.9 3.3
09/06/23 117.7 --6,160 169.8 13.2 1.2 0.18 0.1 23.1 3.4
09/14/23 51.5 4,484 4,484 169.0 8.0 0.5 0.08 0.1 23.7 3.5
09/22/23 55.9 --4,484 171.8 8.1 0.6 0.08 0.1 24.2 3.6
09/28/23 53.5 --4,484 172.5 5.8 0.4 0.06 0.1 24.6 3.7
10/05/23 50.2 --4,484 171.3 6.2 0.4 0.06 0.1 25.1 3.7
11/14/23 166.7 --4,484 128.0 38.5 2.0 0.29 0.1 27.1 4.0
12/11/23 82.3 2,080 2,080 92.5 20.7 0.4 0.05 0.02 27.4 4.1
4.1
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.
NM = not measured
-- = not sampled
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/Dec 2023/O&M tables,O&M tablesDate: 12/19/2023
Table 10 (Page 1 of 1)
Hart & Hickman, PC
Table 11 (Page 1 of 2)
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
5/11/2023
5/16/2023
5/24/2023
6/2/2023
6/9/2023
4/6/2023
4/13/2023
4/21/2023
4/28/2023
5/5/2023
3/1/2023
3/10/2023
3/17/2023
3/24/2023
3/28/2023
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/Dec 2023/Data Tables
Date:12/18/2023
Table 11 (Page 1 of 2)
Hart & Hickman, PC
Table 11 (Page 2 of 2)
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)
3/1/20236/22/2023 DPE-2 Jet-A 2438.4 NM NM 5.0 1134.2 NM NA
6/23/2023 DPE-1 Jet-A 2821.8 0.1 3.1 3.6 677.5 3.7 680.6
DPE-1 Jet-A 2968.2 0.1 3.3 6.5 684.0 6.6 680.7
DPE-2 Jet-A 2600.4 0.1 3.0 8.0 1142.2 8.1 1145.2
DPE-1 Jet-A 3130.3 0.2 3.4 4.2 688.2 4.4 691.6
DPE-2 Jet-A 2755.6 0.05 3.0 9.0 1151.2 9.1 1154.2
DPE-1 Jet-A 3251.1 0.1 3.6 1.7 689.9 1.8 693.5
DPE-2 Jet-A 2875.7 0.04 3.1 0.6 1151.8 0.6 1154.9
DPE-1 Jet-A 3422.9 0.2 3.7 4.1 694.0 4.3 697.7
DPE-2 Jet-A 3033.8 0.06 3.1 4.5 1156.3 4.6 1159.4
DPE-1 Jet-A 3615.8 0.1 3.9 3.8 697.8 3.9 701.7
DPE-2 Jet-A 3210.2 0.07 3.2 2.7 1159.0 2.8 1162.2
DPE-1 Jet-A 3781.8 0.2 4.1 488.0 1185.8 488.2 1189.9
DPE-2 Jet-A 3375.2 0.06 3.3 569.4 1728.4 569.5 1731.7
9/6/2023 DPE-2 Jet-A 3691.6 0.18 3.4 0.0 1728.4 0.2 1731.8
DPE-1 Jet-A 3880.9 0.04 4.2 5.6 1191.4 5.64 1195.6
DPE-2 Jet-A 3882.9 0.08 3.5 3.5 1731.9 3.6 1735.4
DPE-1 Jet-A 4070.6 0.08 4.2 NM NM NM NA
DPE-2 Jet-A 4077.3 0.08 3.6 NM NM NM NA
DPE-1 Jet-A 4216.2 0.06 4.3 4.2 1195.6 3.6 1199.9
DPE-2 Jet-A 4216.7 0.06 3.7 1.5 1733.4 1.6 1737.1
DPE-1 Jet-A 4384.8 0.07 4.4 1.5 1197.1 1.6 1201.5
DPE-2 Jet-A 4366.1 0.06 3.7 1.8 1735.2 1.9 1738.9
DPE-1 Jet-A 5301.1 0.34 4.7 709.4 1906.5 709.7 1911.2
DPE-2 Jet-A 5290.1 0.29 4.0 1,001.5 2736.7 1001.8 2740.7
DPE-1 Jet-A 5874.0 0.10 4.8 2.0 1908.5 2.1 1913.3
DPE-2 Jet-A 5787.0 0.05 4.1 2.0 2738.7 2.1 2742.8
4,656.1
Notes:
DPE = dual phase extraction
NA = not applicable
NM = not measured
(1) High volumes of LNAPL were recovered on August 2, 2023 due to equalization and product holding tank pump-out activities
(2) High volumes of LNAPL were recovered on October 25, 2023 due to equalization and product holding tank pump-out activities
6/29/2023
Total Estimated Gallons of Jet Fuel Recovered (Since January 2023 Start-Up)
7/6/2023
7/11/2023
7/18/2023
9/14/2023
8/2/2023 (1)
7/26/2023
9/22/2023
9/28/2023
10/5/2023
11/14/2023 (2)
12/11/2023
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/Dec 2023/Data Tables
Date:12/18/2023
Table 11 (Page 2 of 2)
Hart & Hickman, PC
Table 12 (Page 1 of 1)
Total LNAPL Recovery Through December 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 12/8/23 Hand Bail 1025.0
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 12/11/23 DPE System #1 1913.3
1/24/23 to 12/11/23 DPE System #2 2742.8
Notes:
MMPE = mobile multi-phase extraction
AFVR = aggressive fluild vapor recovery
DPE = dual phase extraction
Cumulative Total LNAPL
Recovered to Date
(gallons)
5.8
226.2
1594.1
1538.6
1506.1
1294.1
1251.2
3638.6
6381.4
1725.3
1684.6
1652.7
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/Dec 2023/
Date:12/18/2023
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: 12-15-23
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.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.SITE FEATURE LOCATIONS ARE APPROXIMATE AND ARE
BASED ON FIELD MEASUREMENTS.
AST
ASHLE
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)
FORMER LNAPL
SEEP LOCATION
(NO LNAPL)
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\Dec 2023\Figures\CDA.044_20231215.dwg, FIG-2, 12/19/2023 1:51:33 PM, shaynes
MW-3
TMW-2
MW-5
MW-9
MW-20
MW-8
MW-1
MW-16
WM-1
MW-10
MW-4
MW-7
MW-2
MW-13
MW-14
MW-6
MW-21
MW-12
MW-18
MW-19
MW-17
MW-22 MW-15
MW-11/ RW-7
RW-13
RW-12
RW-3
RW-4
RW-1RW-2
RW-19
RW-6
RW-5
RW-9
RW-14
RW-18
RW-16
RW-10
RW-17
RW-15
RW-11
RW-8
JOB NO. CDA-044
REVISION NO. 0DATE: 12-15-23
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
ASH
L
E
Y
CI
R
CL
EAIRPORT DRIVEMONITORING WELL AND
RECOVERY WELL LOCATION MAP
WILSON
ASTs
BoA
ASTs
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
NOTES:
1.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.MONITORING AND RECOVERY WELL LOCATIONS BASED
ON DPE SYSTEM AS-BUILT SURVEY PERFORMED BY CES
GROUP ENGINEERS, LLP DATED APRIL 13,2023.
FORMER LNAPL
SEEP LOCATION
(NO LNAPL)S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\Dec 2023\Figures\CDA.044_20231215.dwg, FIG-3, 12/19/2023 1:53:12 PM, shaynes
MW-3
TMW-2
ASHL
E
Y
CI
R
CLEAIRPORT 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
MW-5
MW-9
MW-20
MW-8
MW-1
MW-16
MW-10
MW-4
MW-7
MW-2
MW-13
MW-14
MW-6
MW-12
MW-18
MW-19
MW-17
MW-22
MW-15
MW-11/ RW-7
RW-13
RW-12
RW-3
RW-4
RW-1RW-2
RW-19
RW-6
RW-5
RW-9
RW-14
RW-18
RW-16
RW-10
RW-17
RW-15
RW-11
RW-8
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.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.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\Dec 2023\Figures\CDA.044_20231215.dwg, DPE Layout - FIG 4, 12/19/2023 2:10:11 PM, shaynes
MW-3
TMW-2
STREAM-2
STREAM-1
ASHLE
Y
CI
R
CL
EAIRPORT 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
(645.18)
(647.18)
(660.62)
(665.30)
(687.26)(672.83)
645645650655660665
670
685
680
675
670
665
660655640
640
(689.51)
(671.71)
(666.90)
(668.37)
(662.99)
(663.57)
(661.97)
(660.94)
(660.00)(662.87)
(656.30)
(649.42)
(650.59)
(645.97)
(643.17)
(647.01)
(642.97)(639.49)
(640.36)(644.64)
(641.67)
(651.06)
(643.95)
(NM)
(668.15)
(663.86)
(659.28)
(651.86)
(646.69)
(647.56)
(643.60)
(644.59)
(642.74)
(642.73)
(646.67)685680675650(643.99)
MW-5
MW-9
MW-20
MW-8
MW-1
MW-16
WM-1
MW-10
MW-4
MW-7
MW-2
MW-13
MW-14
MW-6
MW-21
MW-12
MW-18
MW-19
MW-17
MW-22 MW-15
MW-11/ RW-7
RW-13
RW-12
RW-3
RW-4
RW-1RW-2
RW-19
RW-6
RW-5
RW-9
RW-14
RW-18
RW-16
RW-10
RW-17
RW-15
RW-11
RW-8
JOB NO. CDA-044
REVISION NO. 0DATE: 12-22-23
FIGURE NO. 5A
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
POTENTIOMETRIC SURFACE MAP
(DECEMBER 8, 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.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.MONITORING AND RECOVERY WELL LOCATIONS
BASED ON DPE SYSTEM AS-BUILT SURVEY
PERFORMED BY CES GROUP ENGINEERS, LLP DATED
APRIL 13, 2023.
3.WATER TABLE ELEVATION ADJUSTED FOR PRESENCE
OF LNAPL, IF DETECTED.
4.RW-2, RW-12 AND RW-18 NOT USED IN CONTOURING.
5.NM = NOT MEASURED660
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)
DECEMBER 8, 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
STREAM GAUGE
(659.28)
DPE #1
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL
(NO LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
FORMER LNAPL
SEEP LOCATION
(NO LNAPL)S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\Dec 2023\Figures\CDA.044_20231215.dwg, FIG-5A, 12/22/2023 8:20:56 AM, kmckinney
MW-3
TMW-2
(645.24)
685 685680 680675670675
670
665
665
660655650660
645655650
(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)
ASHL
E
Y
CI
R
CL
EAIRPORT 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
MW-5
MW-9
MW-20
MW-8
MW-1
MW-16
WM-1
MW-10
MW-4
MW-7
MW-2
MW-13
MW-14
MW-6
MW-21
MW-12
MW-18
MW-19
MW-17
MW-22 MW-15
MW-11/ RW-7
RW-13
RW-12
RW-3
RW-4
RW-1RW-2
RW-19
RW-6
RW-5
RW-9
RW-14
RW-18
RW-16
RW-10
RW-17
RW-15
RW-11
RW-8
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
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.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.MONITORING AND RECOVERY WELL LOCATIONS BASED
ON DPE SYSTEM AS-BUILT SURVEY PERFORMED BY
CES GROUP ENGINEERS, LLP DATED APRIL 13, 2023.
3.WATER TABLE ELEVATION ADJUSTED FOR PRESENCE
OF LNAPL, IF DETECTED.
4.WATER TABLE ELEVATIONS WITH AN * WERE
MEASURED ON DECEMBER 9, 2022
5.NM = NOT MEASURED
(652.17)
DPE #1
LNAPL SEEP
LOCATION
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL
(NO LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
650
S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\Dec 2023\Figures\CDA.044_20231215.dwg, FIG-5B, 12/19/2023 1:57:13 PM, shaynes
MW-3
TMW-2
STREAM-2
STREAM-1
ASHL
EY
CI
R
CLEAIRPORT 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
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(0.99)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)
(NP)(NP)(NP)
(NP)
(3.29)
(NP)
(NM)
(NP)
(NP)
MW-5
MW-9
MW-20
MW-8
MW-1
MW-16
WM-1
MW-10
MW-4
MW-7
MW-2
MW-13
MW-14
MW-6
MW-21
MW-12
MW-18
MW-19
MW-17
MW-22 MW-15
MW-11/ RW-7
RW-13
RW-12
RW-3
RW-4
RW-1RW-2
RW-19
RW-6
RW-5
RW-9
RW-14
RW-18
RW-16
RW-10
RW-17
RW-15
RW-11
RW-8
JOB NO. CDA-044
REVISION NO. 0DATE: 12-15-23
FIGURE NO. 6A
AIRPORT DRIVE RELEASE
UST INCIDENT #18989
AIRPORT DRIVE
CHARLOTTE, NORTH CAROLINA
LNAPL EXTENT AND CONTOUR MAP
(DECEMBER 8, 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
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
STREAM GAUGE
NOTES:
1.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.MONITORING AND RECOVERY WELL LOCATIONS BASED ON DPE
SYSTEM AS-BUILT SURVEY PERFORMED BY CES GROUP
ENGINEERS, LLP DATED APRIL 13, 2023.
3.PRODUCT THICKNESS MEASUREMENTS COLLECTED ON
DECEMBER 8, 2023.
4.2020 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.
5.NP = NO PRODUCT
DPE #1
(3.29)
1.5
1
.
5
>0
.0
1
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL
(NO LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
FORMER LNAPL
SEEP LOCATION
(NO LNAPL)S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\Dec 2023\Figures\CDA.044_20231215.dwg, FIG-6A, 12/22/2023 9:33:48 AM, kmckinney
MW-3
TMW-2
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
MW-5
MW-9
MW-20
MW-8
MW-1
MW-16
WM-1
MW-10
MW-4
MW-7
MW-2
MW-13
MW-14
MW-6
MW-21
MW-12
MW-18
MW-19
MW-17
MW-22 MW-15
MW-11/ RW-7
RW-13
RW-12
RW-3
RW-4
RW-1RW-2
RW-19
RW-6
RW-5
RW-9
RW-14
RW-18
RW-16
RW-10
RW-17
RW-15
RW-11
RW-8
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
1.5
BASELINE LNAPL EXTENT AND CONTOUR MAP
(DECEMBER 7, 2022)
WILSON
ASTs
BoA
ASTs
(NP)1.51.5
>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.AERIAL IMAGERY AND PARCEL DATA OBTAINED FROM
MECKLENBURG COUNTY GIS, 2023.
2.MONITORING AND RECOVERY WELL LOCATIONS BASED
ON DPE SYSTEM AS-BUILT SURVEY PERFORMED BY CES
GROUP ENGINEERS, LLP DATED APRIL 13, 2023.
3.PRODUCT THICKNESS MEASUREMENTS COLLECTED ON
DECEMBER 7, 2022.
4.2020 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.
5.NM = NOT MEASURED
NP = NO PRODUCT
(NP)
(2.82)
(NM)
DPE #1
LNAPL SEEP
LOCATION
CULVERT
(LNAPL OBSERVED)
STORMWATER OUTFALL
(NO LNAPL OBSERVED)
APPROXIMATE AREA OF
STORMWATER OUTFALL
(LNAPL OBSERVED)
(NP)
(NP)
(NP)
(0.50)S:\AAA-Master Projects\Charlotte Douglas International Airport - CDA\CDA-044 Airport Drive Release\FP Recovery\Dec 2023\Figures\CDA.044_20231215.dwg, FIG-6B, 12/19/2023 1:58:48 PM, shaynes

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

Appendix C DPE Operation and Maintenance Logs
CamScanner
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Appendix D DPE System Laboratory Analytical Data
#=CL#
September 29, 2023
LIMS USE: FR - SHANNON COTTRILL
LIMS OBJECT ID: 92689402
92689402
Project:
Pace Project No.:
RE:
Mr. Shannon Cottrill
Hart & Hickman
2923 South Tryon Street
Suite 100
Charlotte, NC 28203
CDA-044
Dear Mr. Cottrill:
Enclosed are the analytical results for sample(s) received by the laboratory on September 21, 2023. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Asheville
• Pace Analytical Services - Charlotte
• Pace Analytical Services - Peachtree Corners, GA
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor M Cannon
[e-mail]
Project Manager
704-977-0943
Enclosures
cc:Robert Sorgel, Hart & Hickman
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 18
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92689402
CDA-044
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Laboratory ID: 99030
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
Pace Analytical Services Peachtree Corners
110 Technology Pkwy, Peachtree Corners, GA 30092
Florida DOH Certification #: E87315
Georgia DW Inorganics Certification #: 812
North Carolina Certification #: 381
South Carolina Certification #: 98011001
Virginia Certification #: 460204
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 18
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92689402
CDA-044
Lab ID Sample ID Matrix Date Collected Date Received
92689402001 WW-1 Water 09/21/23 10:20 09/21/23 11:23
92689402002 WW-2 Water 09/21/23 09:20 09/21/23 11:23
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 18
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92689402
CDA-044
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92689402001 WW-1 EPA 1664B 1 PASI-CDVR
EPA 200.8 2 PASI-GACW1
EPA 200.8 2 PASI-GACW1
SM 6200B 12 PASI-CLMB
SM 2540D-2015 1 PASI-ARVS
EPA 420.4 Rev 1.0 1993 1 PASI-AARJ
92689402002 WW-2 EPA 1664B 1 PASI-CDVR
EPA 200.8 2 PASI-GACW1
EPA 200.8 2 PASI-GACW1
SM 6200B 12 PASI-CLMB
SM 2540D-2015 1 PASI-ARVS
EPA 420.4 Rev 1.0 1993 1 PASI-AARJ
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
PASI-GA = Pace Analytical Services - Peachtree Corners, GA
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 18
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689402
CDA-044
Sample:WW-1 Lab ID:92689402001 Collected:09/21/23 10:20 Received:09/21/23 11:23 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 1664B
Pace Analytical Services - Charlotte
HEM, Oil and Grease
Oil and Grease ND mg/L 09/28/23 10:254.8 1.1 1
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS
Lead 0.96J ug/L 09/26/23 18:17 7439-92-109/23/23 14:001.0 0.12 1
Hardness, Total(SM 2340B)261000 ug/L 09/27/23 17:4509/23/23 14:002280050
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS, Dissolved
Lead, Dissolved 1.5 ug/L 09/25/23 17:47 7439-92-109/23/23 14:391.0 0.12 1
Hardness, Total(SM 2340B),
Dissolved
280000 ug/L 09/26/23 14:3609/23/23 14:392280050
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 09/22/23 16:33 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 09/22/23 16:33 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 09/22/23 16:33 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 09/22/23 16:33 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/22/23 16:33 91-20-32.0 0.10 1
Toluene ND ug/L 09/22/23 16:33 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 09/22/23 16:33 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 09/22/23 16:33 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/22/23 16:33 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %09/22/23 16:33 17060-07-070-130 1
4-Bromofluorobenzene (S)99 %09/22/23 16:33 460-00-470-130 1
Toluene-d8 (S)96 %09/22/23 16:33 2037-26-570-130 1
Analytical Method: SM 2540D-2015
Pace Analytical Services - Asheville
2540D Total Suspended Solids
Total Suspended Solids ND mg/L 09/25/23 16:182.5 2.5 1
Analytical Method: EPA 420.4 Rev 1.0 1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Pace Analytical Services - Asheville
420.4 Phenolics, Total
Phenolics, Total Recoverable ND mg/L 09/27/23 15:08 64743-03-909/27/23 10:410.020 0.0076 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 18
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92689402
CDA-044
Sample:WW-2 Lab ID:92689402002 Collected:09/21/23 09:20 Received:09/21/23 11:23 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 1664B
Pace Analytical Services - Charlotte
HEM, Oil and Grease
Oil and Grease ND mg/L 09/28/23 10:255.0 1.1 1
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS
Lead 0.61J ug/L 09/26/23 18:33 7439-92-109/23/23 14:001.0 0.12 1
Hardness, Total(SM 2340B)345000 ug/L 09/27/23 17:4909/23/23 14:002280050
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS, Dissolved
Lead, Dissolved 1.1 ug/L 09/25/23 18:23 7439-92-109/23/23 14:391.0 0.12 1
Hardness, Total(SM 2340B),
Dissolved
343000 ug/L 09/26/23 14:4909/23/23 14:392280050
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 09/22/23 16:51 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 09/22/23 16:51 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 09/22/23 16:51 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 09/22/23 16:51 1634-04-40.50 0.053 1
Naphthalene ND ug/L 09/22/23 16:51 91-20-32.0 0.10 1
Toluene ND ug/L 09/22/23 16:51 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 09/22/23 16:51 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 09/22/23 16:51 179601-23-11.0 0.094 1
o-Xylene ND ug/L 09/22/23 16:51 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)96 %09/22/23 16:51 17060-07-070-130 1
4-Bromofluorobenzene (S)101 %09/22/23 16:51 460-00-470-130 1
Toluene-d8 (S)94 %09/22/23 16:51 2037-26-570-130 1
Analytical Method: SM 2540D-2015
Pace Analytical Services - Asheville
2540D Total Suspended Solids
Total Suspended Solids ND mg/L 09/25/23 16:192.5 2.5 1
Analytical Method: EPA 420.4 Rev 1.0 1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Pace Analytical Services - Asheville
420.4 Phenolics, Total
Phenolics, Total Recoverable ND mg/L 09/27/23 15:09 64743-03-909/27/23 10:410.020 0.0076 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
802660
EPA 1664B
EPA 1664B
1664 HEM, Oil and Grease
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92689402001, 92689402002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4157482
Associated Lab Samples:92689402001, 92689402002
Matrix:Water
AnalyzedMDL
Oil and Grease mg/L ND 5.0 09/28/23 10:251.1
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4157483LABORATORY CONTROL SAMPLE:
LCSSpike
Oil and Grease mg/L 32.640 82 78-114
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
4157484MATRIX SPIKE SAMPLE:
MSSpike
Result
35828561001
Oil and Grease mg/L 51.840 80 78-11419.7
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
35828303003
4157485SAMPLE DUPLICATE:
Oil and Grease mg/L 4.0J 303.8J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
801583
EPA 200.8
EPA 200.8
200.8 ATL
Laboratory:Pace Analytical Services - Peachtree Corners, GA
Associated Lab Samples:92689402001, 92689402002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4152188
Associated Lab Samples:92689402001, 92689402002
Matrix:Water
AnalyzedMDL
Hardness, Total(SM 2340B)ug/L ND 456 09/26/23 17:45
Lead ug/L ND 1.0 09/26/23 17:450.12
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4152189LABORATORY CONTROL SAMPLE:
LCSSpike
Hardness, Total(SM 2340B)ug/L 69606620 105 85-115
Lead ug/L 112100 112 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4152190MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92688583001
4152191
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Hardness, Total(SM 2340B)ug/L 6620 110 70-130101 4 20662063701360013100
Lead ug/L 100 114 70-130110 4 20100ND114110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4152192MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92689343005
4152193
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Hardness, Total(SM 2340B)ug/L 6620 89 70-13086 1 206620252003110030900
Lead ug/L 100 107 70-130107 0 20100ND107108
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
801597
EPA 200.8
EPA 200.8
200.8 ATL Dissolved
Laboratory:Pace Analytical Services - Peachtree Corners, GA
Associated Lab Samples:92689402001, 92689402002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4152475
Associated Lab Samples:92689402001, 92689402002
Matrix:Water
AnalyzedMDL
Hardness, Total(SM 2340B),
Dissolved ug/L ND 456 09/25/23 17:27
Lead, Dissolved ug/L ND 1.0 09/25/23 17:270.12
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4152476LABORATORY CONTROL SAMPLE:
LCSSpike
Hardness, Total(SM 2340B),
Dissolved
ug/L 64206620 97 85-115
Lead, Dissolved ug/L 108100 108 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4152685MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92689402001
4152686
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Hardness, Total(SM
2340B), Dissolved ug/L 6620 92 70-130154 1 206620261000286000290000
Lead, Dissolved ug/L 100 105 70-130105 1 201001.5 106 107
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
801445
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92689402001, 92689402002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4151341
Associated Lab Samples:92689402001, 92689402002
Matrix:Water
AnalyzedMDL
1,2-Dichloroethane ug/L ND 0.50 09/22/23 11:130.11
Benzene ug/L ND 0.50 09/22/23 11:130.079
Ethylbenzene ug/L ND 0.50 09/22/23 11:130.081
m&p-Xylene ug/L ND 1.0 09/22/23 11:130.094
Methyl-tert-butyl ether ug/L ND 0.50 09/22/23 11:130.053
Naphthalene ug/L ND 2.0 09/22/23 11:130.10
o-Xylene ug/L ND 0.50 09/22/23 11:130.14
Toluene ug/L ND 0.50 09/22/23 11:130.090
Xylene (Total)ug/L ND 1.0 09/22/23 11:130.094
1,2-Dichloroethane-d4 (S)%95 70-130 09/22/23 11:13
4-Bromofluorobenzene (S)%100 70-130 09/22/23 11:13
Toluene-d8 (S)%96 70-130 09/22/23 11:13
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4151342LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichloroethane ug/L 18.520 93 60-140
Benzene ug/L 19.720 98 60-140
Ethylbenzene ug/L 20.820 104 60-140
m&p-Xylene ug/L 40.540 101 60-140
Methyl-tert-butyl ether ug/L 17.920 89 60-140
Naphthalene ug/L 21.420 107 60-140
o-Xylene ug/L 19.920 100 60-140
Toluene ug/L 18.620 93 60-140
Xylene (Total)ug/L 60.460 101 60-140
1,2-Dichloroethane-d4 (S)%95 70-130
4-Bromofluorobenzene (S)%98 70-130
Toluene-d8 (S)%95 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4151343MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92689402001
4151344
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,2-Dichloroethane ug/L 20 127 60-140115 10 3020ND25.3 23.0
Benzene ug/L 20 123 60-140116 6 3020ND24.6 23.3
Ethylbenzene ug/L 20 122 60-140114 6 3020ND24.3 22.8
m&p-Xylene ug/L 40 122 60-140114 6 3040ND48.8 45.8
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
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Page 10 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4151343MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92689402001
4151344
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 114 60-140107 7 3020ND22.8 21.3
Naphthalene ug/L 20 118 60-140111 6 3020ND23.6 22.3
o-Xylene ug/L 20 118 60-140111 6 3020ND23.7 22.3
Toluene ug/L 20 118 60-140113 4 3020ND23.7 22.6
Xylene (Total)ug/L 60 121 60-140113 6 3060ND72.5 68.1
1,2-Dichloroethane-d4 (S)%102 70-130101
4-Bromofluorobenzene (S)%103 70-130103
Toluene-d8 (S)%99 70-13099
REPORT OF LABORATORY ANALYSIS
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Page 11 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
801845
SM 2540D-2015
SM 2540D-2015
2540D Total Suspended Solids
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92689402001, 92689402002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4153509
Associated Lab Samples:92689402001, 92689402002
Matrix:Water
AnalyzedMDL
Total Suspended Solids mg/L ND 2.5 09/25/23 16:142.5
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4153510LABORATORY CONTROL SAMPLE:
LCSSpike
Total Suspended Solids mg/L 258250 103 90-110
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92689657001
4153511SAMPLE DUPLICATE:
Total Suspended Solids mg/L 313 0 25313
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92689334001
4153541SAMPLE DUPLICATE:
Total Suspended Solids mg/L 943 23 25752
REPORT OF LABORATORY ANALYSIS
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Page 12 of 18
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92689402
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
801984
EPA 420.4 Rev 1.0 1993
EPA 420.4 Rev 1.0 1993
420.4 Phenolics
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92689402001, 92689402002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4154243
Associated Lab Samples:92689402001, 92689402002
Matrix:Water
AnalyzedMDL
Phenolics, Total Recoverable mg/L ND 0.020 09/27/23 14:430.0076
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4154244LABORATORY CONTROL SAMPLE:
LCSSpike
Phenolics, Total Recoverable mg/L 0.0510.05 103 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4154245MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
35826147001
4154246
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phenolics, Total
Recoverable mg/L M10.05 90 90-11084 6 100.050.0076U 0.052 0.049
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4154247MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
35826197001
4154248
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phenolics, Total
Recoverable mg/L 0.05 93 90-11094 1 100.050.0076U 0.048 0.049
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
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Page 13 of 18
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92689402
CDA-044
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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Page 14 of 18
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92689402
CDA-044
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92689402001 802660WW-1 EPA 1664B
92689402002 802660WW-2 EPA 1664B
92689402001 801583 801630WW-1 EPA 200.8 EPA 200.8
92689402002 801583 801630WW-2 EPA 200.8 EPA 200.8
92689402001 801597 801635WW-1 EPA 200.8 EPA 200.8
92689402002 801597 801635WW-2 EPA 200.8 EPA 200.8
92689402001 801445WW-1 SM 6200B
92689402002 801445WW-2 SM 6200B
92689402001 801845WW-1 SM 2540D-2015
92689402002 801845WW-2 SM 2540D-2015
92689402001 801984 802349WW-1 EPA 420.4 Rev 1.0 1993 EPA 420.4 Rev 1.0 1993
92689402002 801984 802349WW-2 EPA 420.4 Rev 1.0 1993 EPA 420.4 Rev 1.0 1993
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 09/29/2023 09:59 AM
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Page 15 of 18
Page 16 of 18
Page 17 of 18
Page 18 of 18
#=CL#
October 25, 2023
LIMS USE: FR - SHANNON COTTRILL
LIMS OBJECT ID: 92693388
92693388
Project:
Pace Project No.:
RE:
Mr. Shannon Cottrill
Hart & Hickman
2923 South Tryon Street
Suite 100
Charlotte, NC 28203
CDA-044
Dear Mr. Cottrill:
Enclosed are the analytical results for sample(s) received by the laboratory on October 13, 2023. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
• Pace Analytical Services - Peachtree Corners, GA
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor M Cannon
[e-mail]
Project Manager
704-977-0943
Enclosures
cc:Robert Sorgel, Hart & Hickman
Thomas Vaughan, Hart & Hickman
REPORT OF LABORATORY ANALYSIS
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[phone]
Page 1 of 17
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92693388
CDA-044
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
Pace Analytical Services Peachtree Corners
110 Technology Pkwy, Peachtree Corners, GA 30092
Florida DOH Certification #: E87315
Georgia DW Inorganics Certification #: 812
North Carolina Certification #: 381
South Carolina Certification #: 98011001
Virginia Certification #: 460204
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
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Page 2 of 17
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92693388
CDA-044
Lab ID Sample ID Matrix Date Collected Date Received
92693388001 DPE-1-MC Water 10/12/23 11:30 10/13/23 16:00
92693388002 DPE-1-PZ Water 10/12/23 11:45 10/13/23 16:00
92693388003 DPE-2-MC Water 10/12/23 08:15 10/13/23 16:00
92693388004 DPE-2-PZ Water 10/12/23 07:55 10/13/23 16:00
REPORT OF LABORATORY ANALYSIS
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Page 3 of 17
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92693388
CDA-044
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92693388001 DPE-1-MC EPA 200.8 1 PASI-GACW1
EPA 200.8 1 PASI-GACW1
SM 6200B 12 PASI-CTMH
92693388002 DPE-1-PZ EPA 200.8 1 PASI-GACW1
EPA 200.8 1 PASI-GACW1
SM 6200B 12 PASI-CTMH
92693388003 DPE-2-MC EPA 200.8 1 PASI-GACW1
EPA 200.8 1 PASI-GACW1
SM 6200B 12 PASI-CTMH
92693388004 DPE-2-PZ EPA 200.8 1 PASI-GACW1
EPA 200.8 1 PASI-GACW1
SM 6200B 12 PASI-CTMH
PASI-C = Pace Analytical Services - Charlotte
PASI-GA = Pace Analytical Services - Peachtree Corners, GA
REPORT OF LABORATORY ANALYSIS
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Page 4 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92693388
CDA-044
Sample:DPE-1-MC Lab ID:92693388001 Collected:10/12/23 11:30 Received:10/13/23 16:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS
Lead 0.22J ug/L 10/23/23 13:22 7439-92-110/19/23 12:301.0 0.12 1
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS, Dissolved
Lead, Dissolved ND ug/L 10/21/23 16:27 7439-92-110/20/23 12:181.0 0.12 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 10/19/23 06:43 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 10/19/23 06:43 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 10/19/23 06:43 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 10/19/23 06:43 1634-04-40.50 0.053 1
Naphthalene 0.28J ug/L 10/19/23 06:43 91-20-32.0 0.10 1
Toluene ND ug/L 10/19/23 06:43 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 10/19/23 06:43 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 10/19/23 06:43 179601-23-11.0 0.094 1
o-Xylene ND ug/L 10/19/23 06:43 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)99 %10/19/23 06:43 17060-07-070-130 1
4-Bromofluorobenzene (S)97 %10/19/23 06:43 460-00-470-130 1
Toluene-d8 (S)100 %10/19/23 06:43 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 10/25/2023 09:30 AM
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Page 5 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92693388
CDA-044
Sample:DPE-1-PZ Lab ID:92693388002 Collected:10/12/23 11:45 Received:10/13/23 16:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS
Lead 1.1 ug/L 10/23/23 13:39 7439-92-110/19/23 12:301.0 0.12 1
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS, Dissolved
Lead, Dissolved ND ug/L 10/21/23 16:31 7439-92-110/20/23 12:181.0 0.12 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 10/19/23 10:20 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 10/19/23 10:20 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 10/19/23 10:20 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 10/19/23 10:20 1634-04-40.50 0.053 1
Naphthalene 25.7 ug/L 10/19/23 10:20 91-20-32.0 0.10 1
Toluene ND ug/L 10/19/23 10:20 108-88-30.50 0.090 1
Xylene (Total)7.5 ug/L 10/19/23 10:20 1330-20-71.0 0.094 1
m&p-Xylene 2.2 ug/L 10/19/23 10:20 179601-23-11.0 0.094 1
o-Xylene 5.3 ug/L 10/19/23 10:20 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)100 %10/19/23 10:20 17060-07-070-130 1
4-Bromofluorobenzene (S)101 %10/19/23 10:20 460-00-470-130 1
Toluene-d8 (S)104 %10/19/23 10:20 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 10/25/2023 09:30 AM
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Page 6 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92693388
CDA-044
Sample:DPE-2-MC Lab ID:92693388003 Collected:10/12/23 08:15 Received:10/13/23 16:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS
Lead 5.9 ug/L 10/23/23 13:43 7439-92-110/19/23 12:301.0 0.12 1
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS, Dissolved
Lead, Dissolved ND ug/L 10/21/23 16:35 7439-92-110/20/23 12:181.0 0.12 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 10/19/23 07:01 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 10/19/23 07:01 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 10/19/23 07:01 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 10/19/23 07:01 1634-04-40.50 0.053 1
Naphthalene 0.54J ug/L 10/19/23 07:01 91-20-32.0 0.10 1
Toluene ND ug/L 10/19/23 07:01 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 10/19/23 07:01 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 10/19/23 07:01 179601-23-11.0 0.094 1
o-Xylene ND ug/L 10/19/23 07:01 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)96 %10/19/23 07:01 17060-07-070-130 1
4-Bromofluorobenzene (S)98 %10/19/23 07:01 460-00-470-130 1
Toluene-d8 (S)101 %10/19/23 07:01 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 10/25/2023 09:30 AM
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Page 7 of 17
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92693388
CDA-044
Sample:DPE-2-PZ Lab ID:92693388004 Collected:10/12/23 07:55 Received:10/13/23 16:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS
Lead 1.8 ug/L 10/23/23 13:47 7439-92-110/19/23 12:301.0 0.12 1
Analytical Method: EPA 200.8 Preparation Method: EPA 200.8
Pace Analytical Services - Peachtree Corners, GA
200.8 ATL ICPMS, Dissolved
Lead, Dissolved ND ug/L 10/21/23 16:39 7439-92-110/20/23 12:181.0 0.12 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 10/19/23 07:20 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 10/19/23 07:20 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 10/19/23 07:20 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 10/19/23 07:20 1634-04-40.50 0.053 1
Naphthalene 2.7 ug/L 10/19/23 07:20 91-20-32.0 0.10 1
Toluene ND ug/L 10/19/23 07:20 108-88-30.50 0.090 1
Xylene (Total)0.45J ug/L 10/19/23 07:20 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 10/19/23 07:20 179601-23-11.0 0.094 1
o-Xylene 0.45J ug/L 10/19/23 07:20 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)102 %10/19/23 07:20 17060-07-070-130 1
4-Bromofluorobenzene (S)105 %10/19/23 07:20 460-00-470-130 1
Toluene-d8 (S)100 %10/19/23 07:20 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 10/25/2023 09:30 AM
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Page 8 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92693388
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
806850
EPA 200.8
EPA 200.8
200.8 ATL
Laboratory:Pace Analytical Services - Peachtree Corners, GA
Associated Lab Samples:92693388001, 92693388002, 92693388003, 92693388004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4178017
Associated Lab Samples:92693388001, 92693388002, 92693388003, 92693388004
Matrix:Water
AnalyzedMDL
Lead ug/L ND 1.0 10/23/23 13:140.12
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4178018LABORATORY CONTROL SAMPLE:
LCSSpike
Lead ug/L 103100 103 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4178019MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92693388001
4178020
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead ug/L 100 98 70-13097 1 20100ND98.4 97.1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 10/25/2023 09:30 AM
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Page 9 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92693388
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
807793
EPA 200.8
EPA 200.8
200.8 ATL Dissolved
Laboratory:Pace Analytical Services - Peachtree Corners, GA
Associated Lab Samples:92693388001, 92693388002, 92693388003, 92693388004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4182891
Associated Lab Samples:92693388001, 92693388002, 92693388003, 92693388004
Matrix:Water
AnalyzedMDL
Lead, Dissolved ug/L ND 1.0 10/21/23 15:400.12
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4182892LABORATORY CONTROL SAMPLE:
LCSSpike
Lead, Dissolved ug/L 104100 104 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4182893MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92692985001
4182894
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead, Dissolved ug/L 100 102 70-130104 3 201002.4 102 105
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
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Page 10 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92693388
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
807379
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92693388001, 92693388002, 92693388003, 92693388004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4180833
Associated Lab Samples:92693388001, 92693388002, 92693388003, 92693388004
Matrix:Water
AnalyzedMDL
1,2-Dichloroethane ug/L ND 0.50 10/19/23 06:070.11
Benzene ug/L ND 0.50 10/19/23 06:070.079
Ethylbenzene ug/L ND 0.50 10/19/23 06:070.081
m&p-Xylene ug/L ND 1.0 10/19/23 06:070.094
Methyl-tert-butyl ether ug/L ND 0.50 10/19/23 06:070.053
Naphthalene ug/L ND 2.0 10/19/23 06:070.10
o-Xylene ug/L ND 0.50 10/19/23 06:070.14
Toluene ug/L ND 0.50 10/19/23 06:070.090
Xylene (Total)ug/L ND 1.0 10/19/23 06:070.094
1,2-Dichloroethane-d4 (S)%99 70-130 10/19/23 06:07
4-Bromofluorobenzene (S)%98 70-130 10/19/23 06:07
Toluene-d8 (S)%102 70-130 10/19/23 06:07
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4180834LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichloroethane ug/L 20.620 103 60-140
Benzene ug/L 20.620 103 60-140
Ethylbenzene ug/L 19.720 98 60-140
m&p-Xylene ug/L 40.140 100 60-140
Methyl-tert-butyl ether ug/L 19.720 98 60-140
Naphthalene ug/L 22.220 111 60-140
o-Xylene ug/L 20.020 100 60-140
Toluene ug/L 19.320 96 60-140
Xylene (Total)ug/L 60.260 100 60-140
1,2-Dichloroethane-d4 (S)%101 70-130
4-Bromofluorobenzene (S)%100 70-130
Toluene-d8 (S)%97 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4180835MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92693873004
4180836
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,2-Dichloroethane ug/L 20 88 60-140100 12 3020ND17.6 20.0
Benzene ug/L 20 68 60-14098 27 30205.9 19.5 25.6
Ethylbenzene ug/L 20 89 60-140103 14 30200.36J 18.2 21.0
m&p-Xylene ug/L 40 93 60-140106 13 3040ND37.3 42.3
REPORT OF LABORATORY ANALYSIS
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Page 11 of 17
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92693388
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4180835MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92693873004
4180836
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 83 60-14098 14 30202.9 19.5 22.5
Naphthalene ug/L 20 90 60-140108 17 30201.5J 19.5 23.1
o-Xylene ug/L 20 92 60-140103 11 30200.40J 18.8 21.0
Toluene ug/L 20 86 60-14098 13 3020ND17.2 19.7
Xylene (Total)ug/L 60 93 60-140105 12 30600.40J 56.1 63.4
1,2-Dichloroethane-d4 (S)%100 70-130102
4-Bromofluorobenzene (S)%102 70-130102
Toluene-d8 (S)%97 70-13095
REPORT OF LABORATORY ANALYSIS
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Page 12 of 17
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92693388
CDA-044
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
REPORT OF LABORATORY ANALYSIS
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Page 13 of 17
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92693388
CDA-044
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92693388001 806850 807680DPE-1-MC EPA 200.8 EPA 200.8
92693388002 806850 807680DPE-1-PZ EPA 200.8 EPA 200.8
92693388003 806850 807680DPE-2-MC EPA 200.8 EPA 200.8
92693388004 806850 807680DPE-2-PZ EPA 200.8 EPA 200.8
92693388001 807793 807980DPE-1-MC EPA 200.8 EPA 200.8
92693388002 807793 807980DPE-1-PZ EPA 200.8 EPA 200.8
92693388003 807793 807980DPE-2-MC EPA 200.8 EPA 200.8
92693388004 807793 807980DPE-2-PZ EPA 200.8 EPA 200.8
92693388001 807379DPE-1-MC SM 6200B
92693388002 807379DPE-1-PZ SM 6200B
92693388003 807379DPE-2-MC SM 6200B
92693388004 807379DPE-2-PZ SM 6200B
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 10/25/2023 09:30 AM
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9800 Kincey Ave. Suite 100
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[phone]
Page 14 of 17
Page 15 of 17
Page 16 of 17
Page 17 of 17
#=CL#
November 09, 2023
LIMS USE: FR - SHANNON COTTRILL
LIMS OBJECT ID: 92696175
92696175
Project:
Pace Project No.:
RE:
Mr. Shannon Cottrill
Hart & Hickman
2923 South Tryon Street
Suite 100
Charlotte, NC 28203
CDA-044
Dear Mr. Cottrill:
Enclosed are the analytical results for sample(s) received by the laboratory on November 01, 2023. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Asheville
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor M Cannon
[e-mail]
Project Manager
704-977-0943
Enclosures
cc:Robert Sorgel, Hart & Hickman
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
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[phone]
Page 1 of 19
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92696175
CDA-044
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Laboratory ID: 99030
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
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[phone]
Page 2 of 19
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92696175
CDA-044
Lab ID Sample ID Matrix Date Collected Date Received
92696175001 WW-1 Water 10/31/23 13:45 11/01/23 08:45
92696175002 WW-2 Water 10/31/23 15:45 11/01/23 08:45
REPORT OF LABORATORY ANALYSIS
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Page 3 of 19
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92696175
CDA-044
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92696175001 WW-1 EPA 1664B 1 PASI-CYY
EPA 200.7 Rev 4.4 1994 1 PASI-ADBB1
EPA 200.8 Rev 5.4 1994 1 PASI-ACRW
EPA 200.8 Rev 5.4 1994 1 PASI-AKRL
SM 6200B 12 PASI-CJJK
SM 2540D-2015 1 PASI-ARVS
EPA 420.4 Rev 1.0 1993 1 PASI-AARJ
92696175002 WW-2 EPA 1664B 1 PASI-CYY
EPA 200.7 Rev 4.4 1994 1 PASI-ADBB1
EPA 200.8 Rev 5.4 1994 1 PASI-ACRW
EPA 200.8 Rev 5.4 1994 1 PASI-AKRL
SM 6200B 12 PASI-CJJK
SM 2540D-2015 1 PASI-ARVS
EPA 420.4 Rev 1.0 1993 1 PASI-AARJ
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.
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Page 4 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92696175
CDA-044
Sample:WW-1 Lab ID:92696175001 Collected:10/31/23 13:45 Received:11/01/23 08:45 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 1664B
Pace Analytical Services - Charlotte
HEM, Oil and Grease
Oil and Grease ND mg/L 11/03/23 16:305.0 1.1 1
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Pace Analytical Services - Asheville
200.7 MET ICP
Hardness, Total(SM 2340B)330000 ug/L 11/09/23 14:4411/04/23 17:15132073.6 2
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS
Lead ND ug/L 11/05/23 20:51 7439-92-111/04/23 17:151.0 0.077 1
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS, Dissolved
Lead, Dissolved ND ug/L 11/07/23 00:17 7439-92-111/06/23 11:441.0 0.077 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 11/02/23 16:25 71-43-2 R10.50 0.079 1
1,2-Dichloroethane ND ug/L 11/02/23 16:25 107-06-2 R10.50 0.11 1
Ethylbenzene ND ug/L 11/02/23 16:25 100-41-4 R10.50 0.081 1
Methyl-tert-butyl ether ND ug/L 11/02/23 16:25 1634-04-4 M1,R10.50 0.053 1
Naphthalene ND ug/L 11/02/23 16:25 91-20-3 R12.0 0.10 1
Toluene ND ug/L 11/02/23 16:25 108-88-3 R10.50 0.090 1
Xylene (Total)ND ug/L 11/02/23 16:25 1330-20-7 RS1.0 0.094 1
m&p-Xylene ND ug/L 11/02/23 16:25 179601-23-1 R11.0 0.094 1
o-Xylene ND ug/L 11/02/23 16:25 95-47-6 R10.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %11/02/23 16:25 17060-07-070-130 1
4-Bromofluorobenzene (S)98 %11/02/23 16:25 460-00-470-130 1
Toluene-d8 (S)106 %11/02/23 16:25 2037-26-570-130 1
Analytical Method: SM 2540D-2015
Pace Analytical Services - Asheville
2540D Total Suspended Solids
Total Suspended Solids ND mg/L 11/02/23 16:092.6 2.6 1
Analytical Method: EPA 420.4 Rev 1.0 1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Pace Analytical Services - Asheville
420.4 Phenolics, Total
Phenolics, Total Recoverable ND mg/L 11/07/23 15:13 64743-03-911/07/23 10:250.020 0.0076 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/09/2023 04:11 PM
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Page 5 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92696175
CDA-044
Sample:WW-2 Lab ID:92696175002 Collected:10/31/23 15:45 Received:11/01/23 08:45 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 1664B
Pace Analytical Services - Charlotte
HEM, Oil and Grease
Oil and Grease ND mg/L 11/03/23 16:304.8 1.1 1
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Pace Analytical Services - Asheville
200.7 MET ICP
Hardness, Total(SM 2340B)1470000 ug/L 11/09/23 14:4611/04/23 17:15662036810
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS
Lead ND ug/L 11/05/23 21:06 7439-92-111/04/23 17:151.0 0.077 1
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS, Dissolved
Lead, Dissolved ND ug/L 11/07/23 00:22 7439-92-111/06/23 11:441.0 0.077 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 11/02/23 16:43 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 11/02/23 16:43 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 11/02/23 16:43 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 11/02/23 16:43 1634-04-40.50 0.053 1
Naphthalene ND ug/L 11/02/23 16:43 91-20-32.0 0.10 1
Toluene ND ug/L 11/02/23 16:43 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 11/02/23 16:43 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 11/02/23 16:43 179601-23-11.0 0.094 1
o-Xylene ND ug/L 11/02/23 16:43 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)99 %11/02/23 16:43 17060-07-070-130 1
4-Bromofluorobenzene (S)100 %11/02/23 16:43 460-00-470-130 1
Toluene-d8 (S)105 %11/02/23 16:43 2037-26-570-130 1
Analytical Method: SM 2540D-2015
Pace Analytical Services - Asheville
2540D Total Suspended Solids
Total Suspended Solids ND mg/L 11/02/23 16:092.5 2.5 1
Analytical Method: EPA 420.4 Rev 1.0 1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Pace Analytical Services - Asheville
420.4 Phenolics, Total
Phenolics, Total Recoverable ND mg/L 11/07/23 15:13 64743-03-911/07/23 10:250.020 0.0076 1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/09/2023 04:11 PM
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[phone]
Page 6 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
810878
EPA 1664B
EPA 1664B
1664 HEM, Oil and Grease
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4198268
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
Oil and Grease mg/L ND 5.0 11/03/23 16:301.1
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4198269LABORATORY CONTROL SAMPLE:
LCSSpike
Oil and Grease mg/L 32.240 80 78-114
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
4198270MATRIX SPIKE SAMPLE:
MSSpike
Result
92695238002
Oil and Grease mg/L 31.638.5 80 78-114ND
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92696175001
4198271SAMPLE DUPLICATE:
Oil and Grease mg/L ND 30ND
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/09/2023 04:11 PM
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Page 7 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
811058
EPA 200.7 Rev 4.4 1994
EPA 200.7 Rev 4.4 1994
200.7 MET
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4199335
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
Hardness, Total(SM 2340B)ug/L ND 662 11/07/23 15:2636.8
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4199336LABORATORY CONTROL SAMPLE:
LCSSpike
Hardness, Total(SM 2340B)ug/L 3290033100 100 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4199337MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92695042001
4199338
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Hardness, Total(SM 2340B)ug/L 33100 103 70-13098 3 203310027.8 mg/L 62000 60300
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/09/2023 04:11 PM
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Page 8 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
811057
EPA 200.8 Rev 5.4 1994
EPA 200.8 Rev 5.4 1994
200.8 MET
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4199331
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
Lead ug/L ND 1.0 11/05/23 20:410.077
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4199332LABORATORY CONTROL SAMPLE:
LCSSpike
Lead ug/L 49.650 99 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4199333MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92696175001
4199334
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead ug/L 50 100 70-130101 0 2050ND50.2 50.3
REPORT OF LABORATORY ANALYSIS
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Page 9 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
811157
EPA 200.8 Rev 5.4 1994
EPA 200.8 Rev 5.4 1994
200.8 MET Dissolved
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4199613
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
Lead, Dissolved ug/L ND 1.0 11/06/23 23:020.077
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4199614LABORATORY CONTROL SAMPLE:
LCSSpike
Lead, Dissolved ug/L 45.450 91 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4199615MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92695042001
4199616
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead, Dissolved ug/L 50 94 70-13096 3 2050ND46.9 48.2
REPORT OF LABORATORY ANALYSIS
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Page 10 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
810575
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4196404
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
1,2-Dichloroethane ug/L ND 0.50 11/02/23 15:130.11
Benzene ug/L ND 0.50 11/02/23 15:130.079
Ethylbenzene ug/L ND 0.50 11/02/23 15:130.081
m&p-Xylene ug/L ND 1.0 11/02/23 15:130.094
Methyl-tert-butyl ether ug/L ND 0.50 11/02/23 15:130.053
Naphthalene ug/L ND 2.0 11/02/23 15:130.10
o-Xylene ug/L ND 0.50 11/02/23 15:130.14
Toluene ug/L ND 0.50 11/02/23 15:130.090
Xylene (Total)ug/L ND 1.0 11/02/23 15:130.094
1,2-Dichloroethane-d4 (S)%95 70-130 11/02/23 15:13
4-Bromofluorobenzene (S)%101 70-130 11/02/23 15:13
Toluene-d8 (S)%103 70-130 11/02/23 15:13
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4196405LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichloroethane ug/L 20.420 102 60-140
Benzene ug/L 20.220 101 60-140
Ethylbenzene ug/L 19.520 98 60-140
m&p-Xylene ug/L 39.040 98 60-140
Methyl-tert-butyl ether ug/L 17.920 89 60-140
Naphthalene ug/L 22.720 113 60-140
o-Xylene ug/L 19.820 99 60-140
Toluene ug/L 18.920 94 60-140
Xylene (Total)ug/L 58.860 98 60-140
1,2-Dichloroethane-d4 (S)%99 70-130
4-Bromofluorobenzene (S)%102 70-130
Toluene-d8 (S)%98 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4196406MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92696175001
4196407
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,2-Dichloroethane ug/L R12011160-14071 45 3020ND22.3 14.1
Benzene ug/L R12011760-14072 48 3020ND23.5 14.4
Ethylbenzene ug/L R12011060-14067 49 3020ND22.1 13.4
m&p-Xylene ug/L R14010960-14067 49 3040ND43.8 26.7
REPORT OF LABORATORY ANALYSIS
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Page 11 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4196406MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92696175001
4196407
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L M1,R1209860-14057 53 3020ND19.6 11.4
Naphthalene ug/L R12011660-14073 45 3020ND23.2 14.7
o-Xylene ug/L R12011260-14068 49 3020ND22.3 13.6
Toluene ug/L R12010760-14069 44 3020ND21.5 13.8
Xylene (Total)ug/L RS6011060-14067 49 3060ND66.1 40.2
1,2-Dichloroethane-d4 (S)%97 70-13097
4-Bromofluorobenzene (S)%100 70-130100
Toluene-d8 (S)%99 70-130101
REPORT OF LABORATORY ANALYSIS
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Page 12 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
810513
SM 2540D-2015
SM 2540D-2015
2540D Total Suspended Solids
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4196159
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
Total Suspended Solids mg/L ND 2.5 11/02/23 16:072.5
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4196160LABORATORY CONTROL SAMPLE:
LCSSpike
Total Suspended Solids mg/L 234250 94 90-110
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92696230001
4197076SAMPLE DUPLICATE:
Total Suspended Solids mg/L 314 2 25320
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92696230003
4197077SAMPLE DUPLICATE:
Total Suspended Solids mg/L 2790 6 252960
REPORT OF LABORATORY ANALYSIS
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Page 13 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92696175
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
810852
EPA 420.4 Rev 1.0 1993
EPA 420.4 Rev 1.0 1993
420.4 Phenolics
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92696175001, 92696175002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4198097
Associated Lab Samples:92696175001, 92696175002
Matrix:Water
AnalyzedMDL
Phenolics, Total Recoverable mg/L ND 0.020 11/07/23 14:580.0076
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4198098LABORATORY CONTROL SAMPLE:
LCSSpike
Phenolics, Total Recoverable mg/L 0.0470.05 95 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4198099MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92695405001
4198100
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phenolics, Total
Recoverable mg/L M10.05 115 90-110119 3 100.05ND 0.061 0.063
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4198101MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92695414002
4198102
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phenolics, Total
Recoverable mg/L M10.05 77 90-11087 10 100.05ND 0.050 0.055
REPORT OF LABORATORY ANALYSIS
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Page 14 of 19
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92696175
CDA-044
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
RPD value was outside control limits.R1
The RPD value in one of the constituent analytes was outside the control limits.RS
REPORT OF LABORATORY ANALYSIS
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Page 15 of 19
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92696175
CDA-044
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92696175001 810878WW-1 EPA 1664B
92696175002 810878WW-2 EPA 1664B
92696175001 811058 811080WW-1 EPA 200.7 Rev 4.4 1994 EPA 200.7 Rev 4.4 1994
92696175002 811058 811080WW-2 EPA 200.7 Rev 4.4 1994 EPA 200.7 Rev 4.4 1994
92696175001 811057 811079WW-1 EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92696175002 811057 811079WW-2 EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92696175001 811157 811223WW-1 EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92696175002 811157 811223WW-2 EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92696175001 810575WW-1 SM 6200B
92696175002 810575WW-2 SM 6200B
92696175001 810513WW-1 SM 2540D-2015
92696175002 810513WW-2 SM 2540D-2015
92696175001 810852 811452WW-1 EPA 420.4 Rev 1.0 1993 EPA 420.4 Rev 1.0 1993
92696175002 810852 811452WW-2 EPA 420.4 Rev 1.0 1993 EPA 420.4 Rev 1.0 1993
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/09/2023 04:11 PM
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Page 16 of 19
Page 17 of 19
Page 18 of 19
Page 19 of 19
#=CL#
November 22, 2023
LIMS USE: FR - SHANNON COTTRILL
LIMS OBJECT ID: 92698844
92698844
Project:
Pace Project No.:
RE:
Mr. Shannon Cottrill
Hart & Hickman
2923 South Tryon Street
Suite 100
Charlotte, NC 28203
CDA-044
Dear Mr. Cottrill:
Enclosed are the analytical results for sample(s) received by the laboratory on November 15, 2023. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Asheville
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor M Cannon
[e-mail]
Project Manager
704-977-0943
Enclosures
cc:Robert Sorgel, Hart & Hickman
REPORT OF LABORATORY ANALYSIS
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Page 1 of 19
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92698844
CDA-044
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Laboratory ID: 99030
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
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Page 2 of 19
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92698844
CDA-044
Lab ID Sample ID Matrix Date Collected Date Received
92698844001 DPE1-EFFLUENT Water 11/14/23 14:00 11/15/23 06:55
92698844002 DPE2-EFFLUENT Water 11/14/23 12:30 11/15/23 06:55
REPORT OF LABORATORY ANALYSIS
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#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92698844
CDA-044
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92698844001 DPE1-EFFLUENT EPA 1664B 1 PASI-CDVR
EPA 200.7 Rev 4.4 1994 1 PASI-ADBB1
EPA 200.8 Rev 5.4 1994 1 PASI-AKRL
EPA 200.8 Rev 5.4 1994 1 PASI-AKRL
SM 6200B 12 PASI-CSAS
SM 2540D-2015 1 PASI-ARVS
EPA 420.4 Rev 1.0 1993 1 PASI-AEGC
92698844002 DPE2-EFFLUENT EPA 1664B 1 PASI-CDVR
EPA 200.7 Rev 4.4 1994 1 PASI-ADBB1
EPA 200.8 Rev 5.4 1994 1 PASI-AKRL
EPA 200.8 Rev 5.4 1994 1 PASI-AKRL
SM 6200B 12 PASI-CSAS
SM 2540D-2015 1 PASI-ARVS
EPA 420.4 Rev 1.0 1993 1 PASI-AEGC
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
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#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92698844
CDA-044
Sample:DPE1-EFFLUENT Lab ID:92698844001 Collected:11/14/23 14:00 Received:11/15/23 06:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 1664B
Pace Analytical Services - Charlotte
HEM, Oil and Grease
Oil and Grease ND mg/L 11/18/23 11:154.9 1.1 1
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Pace Analytical Services - Asheville
200.7 MET ICP
Hardness, Total(SM 2340B)342000 ug/L 11/20/23 11:2711/16/23 12:3066236.8 1
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS
Lead ND ug/L 11/16/23 22:24 7439-92-111/16/23 12:201.0 0.077 1
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS, Dissolved
Lead, Dissolved ND ug/L 11/22/23 13:34 7439-92-111/21/23 17:251.0 0.077 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 11/21/23 14:58 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 11/21/23 14:58 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 11/21/23 14:58 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 11/21/23 14:58 1634-04-40.50 0.053 1
Naphthalene ND ug/L 11/21/23 14:58 91-20-32.0 0.10 1
Toluene ND ug/L 11/21/23 14:58 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 11/21/23 14:58 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 11/21/23 14:58 179601-23-11.0 0.094 1
o-Xylene ND ug/L 11/21/23 14:58 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)97 %11/21/23 14:58 17060-07-070-130 1
4-Bromofluorobenzene (S)98 %11/21/23 14:58 460-00-470-130 1
Toluene-d8 (S)98 %11/21/23 14:58 2037-26-570-130 1
Analytical Method: SM 2540D-2015
Pace Analytical Services - Asheville
2540D Total Suspended Solids
Total Suspended Solids ND mg/L 11/17/23 21:202.5 2.5 1
Analytical Method: EPA 420.4 Rev 1.0 1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Pace Analytical Services - Asheville
420.4 Phenolics, Total
Phenolics, Total Recoverable ND mg/L 11/17/23 14:02 64743-03-911/17/23 10:070.020 0.0076 1
REPORT OF LABORATORY ANALYSIS
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Page 5 of 19
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92698844
CDA-044
Sample:DPE2-EFFLUENT Lab ID:92698844002 Collected:11/14/23 12:30 Received:11/15/23 06:55 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 1664B
Pace Analytical Services - Charlotte
HEM, Oil and Grease
Oil and Grease ND mg/L 11/18/23 11:154.9 1.1 1
Analytical Method: EPA 200.7 Rev 4.4 1994 Preparation Method: EPA 200.7 Rev 4.4 1994
Pace Analytical Services - Asheville
200.7 MET ICP
Hardness, Total(SM 2340B)345000 ug/L 11/20/23 11:3011/16/23 12:3066236.8 1
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS
Lead ND ug/L 11/16/23 22:29 7439-92-111/16/23 12:201.0 0.077 1
Analytical Method: EPA 200.8 Rev 5.4 1994 Preparation Method: EPA 200.8 Rev 5.4 1994
Pace Analytical Services - Asheville
200.8 MET ICPMS, Dissolved
Lead, Dissolved ND ug/L 11/22/23 13:49 7439-92-111/21/23 17:251.0 0.077 1
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
6200B MSV
Benzene ND ug/L 11/21/23 15:17 71-43-20.50 0.079 1
1,2-Dichloroethane ND ug/L 11/21/23 15:17 107-06-20.50 0.11 1
Ethylbenzene ND ug/L 11/21/23 15:17 100-41-40.50 0.081 1
Methyl-tert-butyl ether ND ug/L 11/21/23 15:17 1634-04-40.50 0.053 1
Naphthalene ND ug/L 11/21/23 15:17 91-20-32.0 0.10 1
Toluene ND ug/L 11/21/23 15:17 108-88-30.50 0.090 1
Xylene (Total)ND ug/L 11/21/23 15:17 1330-20-71.0 0.094 1
m&p-Xylene ND ug/L 11/21/23 15:17 179601-23-11.0 0.094 1
o-Xylene ND ug/L 11/21/23 15:17 95-47-60.50 0.14 1
Surrogates
1,2-Dichloroethane-d4 (S)95 %11/21/23 15:17 17060-07-070-130 1
4-Bromofluorobenzene (S)99 %11/21/23 15:17 460-00-470-130 1
Toluene-d8 (S)98 %11/21/23 15:17 2037-26-570-130 1
Analytical Method: SM 2540D-2015
Pace Analytical Services - Asheville
2540D Total Suspended Solids
Total Suspended Solids ND mg/L 11/17/23 21:202.5 2.5 1
Analytical Method: EPA 420.4 Rev 1.0 1993 Preparation Method: EPA 420.4 Rev 1.0 1993
Pace Analytical Services - Asheville
420.4 Phenolics, Total
Phenolics, Total Recoverable ND mg/L 11/17/23 14:03 64743-03-911/17/23 10:070.020 0.0076 1
REPORT OF LABORATORY ANALYSIS
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#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
814275
EPA 1664B
EPA 1664B
1664 HEM, Oil and Grease
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4216146
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
Oil and Grease mg/L ND 5.0 11/18/23 11:151.1
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4216147LABORATORY CONTROL SAMPLE:
LCSSpike
Oil and Grease mg/L 32.940 82 78-114
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
4216148MATRIX SPIKE SAMPLE:
MSSpike
Result
35839901001
Oil and Grease mg/L 32.438.8 81 78-1141.1U
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
35839901005
4216149SAMPLE DUPLICATE:
Oil and Grease mg/L ND 301.1U
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
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Page 7 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
813727
EPA 200.7 Rev 4.4 1994
EPA 200.7 Rev 4.4 1994
200.7 MET
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4212936
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
Hardness, Total(SM 2340B)ug/L ND 662 11/20/23 11:1336.8
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4212937LABORATORY CONTROL SAMPLE:
LCSSpike
Hardness, Total(SM 2340B)ug/L 3360033100 102 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4212938MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92698561001
4212939
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Hardness, Total(SM 2340B)ug/L 33100 111 70-130101 4 2033100409007760074200
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
813702
EPA 200.8 Rev 5.4 1994
EPA 200.8 Rev 5.4 1994
200.8 MET
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4212851
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
Lead ug/L ND 1.0 11/16/23 20:340.077
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4212852LABORATORY CONTROL SAMPLE:
LCSSpike
Lead ug/L 53.050 106 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4212853MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92698450001
4212854
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead ug/L 50 108 70-130108 0 2050ND54.2 54.2
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4212855MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92698450002
4212856
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead ug/L 50 112 70-130112 0 2050ND56.2 56.2
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
814803
EPA 200.8 Rev 5.4 1994
EPA 200.8 Rev 5.4 1994
200.8 MET Dissolved
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4218286
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
Lead, Dissolved ug/L ND 1.0 11/22/23 13:240.077
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4218287LABORATORY CONTROL SAMPLE:
LCSSpike
Lead, Dissolved ug/L 46.650 93 85-115
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4218288MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92698844001
4218289
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Lead, Dissolved ug/L 50 93 70-13093 1 2050ND46.7 46.4
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
814759
SM 6200B
SM 6200B
6200B MSV
Laboratory:Pace Analytical Services - Charlotte
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4217999
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
1,2-Dichloroethane ug/L ND 0.50 11/21/23 14:220.11
Benzene ug/L ND 0.50 11/21/23 14:220.079
Ethylbenzene ug/L ND 0.50 11/21/23 14:220.081
m&p-Xylene ug/L ND 1.0 11/21/23 14:220.094
Methyl-tert-butyl ether ug/L ND 0.50 11/21/23 14:220.053
Naphthalene ug/L ND 2.0 11/21/23 14:220.10
o-Xylene ug/L ND 0.50 11/21/23 14:220.14
Toluene ug/L ND 0.50 11/21/23 14:220.090
Xylene (Total)ug/L ND 1.0 11/21/23 14:220.094
1,2-Dichloroethane-d4 (S)%97 70-130 11/21/23 14:22
4-Bromofluorobenzene (S)%99 70-130 11/21/23 14:22
Toluene-d8 (S)%98 70-130 11/21/23 14:22
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4218000LABORATORY CONTROL SAMPLE:
LCSSpike
1,2-Dichloroethane ug/L 19.320 96 60-140
Benzene ug/L 18.620 93 60-140
Ethylbenzene ug/L 18.820 94 60-140
m&p-Xylene ug/L 38.340 96 60-140
Methyl-tert-butyl ether ug/L 17.520 88 60-140
Naphthalene ug/L 19.220 96 60-140
o-Xylene ug/L 18.820 94 60-140
Toluene ug/L 18.720 94 60-140
Xylene (Total)ug/L 57.160 95 60-140
1,2-Dichloroethane-d4 (S)%101 70-130
4-Bromofluorobenzene (S)%101 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4218001MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92698844001
4218002
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
1,2-Dichloroethane ug/L 20 97 60-140100 3 3020ND19.4 19.9
Benzene ug/L 20 100 60-140102 2 3020ND20.0 20.5
Ethylbenzene ug/L 20 103 60-140103 0 3020ND20.6 20.6
m&p-Xylene ug/L 40 104 60-140104 1 3040ND41.8 41.6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4218001MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92698844001
4218002
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Methyl-tert-butyl ether ug/L 20 86 60-14089 3 3020ND17.1 17.7
Naphthalene ug/L 20 110 60-140104 6 3020ND22.0 20.8
o-Xylene ug/L 20 100 60-140100 0 3020ND20.0 20.0
Toluene ug/L 20 102 60-140105 3 3020ND20.4 21.0
Xylene (Total)ug/L 60 103 60-140103 0 3060ND61.8 61.6
1,2-Dichloroethane-d4 (S)%98 70-13098
4-Bromofluorobenzene (S)%98 70-130100
Toluene-d8 (S)%98 70-13099
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
814112
SM 2540D-2015
SM 2540D-2015
2540D Total Suspended Solids
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4214820
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
Total Suspended Solids mg/L ND 2.5 11/17/23 21:152.5
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4214821LABORATORY CONTROL SAMPLE:
LCSSpike
Total Suspended Solids mg/L 254250 101 90-110
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92698643002
4215967SAMPLE DUPLICATE:
Total Suspended Solids mg/L 74.7 6 2570.0
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92698875003
4215968SAMPLE DUPLICATE:
Total Suspended Solids mg/L 4300 6 254550
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 19
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92698844
CDA-044
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
814015
EPA 420.4 Rev 1.0 1993
EPA 420.4 Rev 1.0 1993
420.4 Phenolics
Laboratory:Pace Analytical Services - Asheville
Associated Lab Samples:92698844001, 92698844002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:4214329
Associated Lab Samples:92698844001, 92698844002
Matrix:Water
AnalyzedMDL
Phenolics, Total Recoverable mg/L ND 0.020 11/17/23 13:510.0076
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
4214330LABORATORY CONTROL SAMPLE:
LCSSpike
Phenolics, Total Recoverable mg/L 0.0500.05 101 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
4214331MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92697964001
4214332
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Phenolics, Total
Recoverable mg/L M10.05 24 90-11019 4 100.050.051 0.062 0.060
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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9800 Kincey Ave. Suite 100
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[phone]
Page 14 of 19
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92698844
CDA-044
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC.Date: 11/22/2023 03:17 PM
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Huntersville, NC 28078
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Page 15 of 19
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92698844
CDA-044
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92698844001 814275DPE1-EFFLUENT EPA 1664B
92698844002 814275DPE2-EFFLUENT EPA 1664B
92698844001 813727 813849DPE1-EFFLUENT EPA 200.7 Rev 4.4 1994 EPA 200.7 Rev 4.4 1994
92698844002 813727 813849DPE2-EFFLUENT EPA 200.7 Rev 4.4 1994 EPA 200.7 Rev 4.4 1994
92698844001 813702 813854DPE1-EFFLUENT EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92698844002 813702 813854DPE2-EFFLUENT EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92698844001 814803 814934DPE1-EFFLUENT EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92698844002 814803 814934DPE2-EFFLUENT EPA 200.8 Rev 5.4 1994 EPA 200.8 Rev 5.4 1994
92698844001 814759DPE1-EFFLUENT SM 6200B
92698844002 814759DPE2-EFFLUENT SM 6200B
92698844001 814112DPE1-EFFLUENT SM 2540D-2015
92698844002 814112DPE2-EFFLUENT SM 2540D-2015
92698844001 814015 814069DPE1-EFFLUENT EPA 420.4 Rev 1.0 1993 EPA 420.4 Rev 1.0 1993
92698844002 814015 814069DPE2-EFFLUENT EPA 420.4 Rev 1.0 1993 EPA 420.4 Rev 1.0 1993
REPORT OF LABORATORY ANALYSIS
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Page 16 of 19
Page 17 of 19
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Page 19 of 19
ANALYTICAL REPORT
PREPARED FOR
Attn: Mr. Shannon Cottrill
Hart & Hickman, PC
2923 S Tryon Street
Suite 100
Charlotte, North Carolina 28203
Generated 12/14/2023 3:16:10 PM
JOB DESCRIPTION
CLT-AP DPE
JOB NUMBER
140-34688-1
See page two for job notes and contact information.
Knoxville TN 37921
5815 Middlebrook Pike
Eurofins Knoxville
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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
12/14/2023 3:16:10 PM
Authorized for release by
Ryan Henry, Project Manager I
[e-mail]
[phone]
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Table of Contents
Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Laboratory Job ID: 140-34688-1
Page 3 of 27 Eurofins Knoxville12/14/2023
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
Default Detection Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21
Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .22
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25
Air Canister Dilution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .27
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Definitions/Glossary
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Qualifiers
Air - GC/MS VOA
Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Qualifier
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
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Case Narrative
Client: Hart & Hickman, PC Job ID: 140-34688-1
Project/Site: CLT-AP DPE
Job ID: 140-34688-1
Laboratory: Eurofins Knoxville
Narrative
Job Narrative
140-34688-1
Receipt
The samples were received on 12/8/2023 at 9:30am and arrived in good condition.
Receipt Exceptions
The following samples were received in air sample bags: DPE-1-120723 (140-34688-1) and DPE-2-120723 (140-34688-2). 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.
Method TO-15: The following sample was diluted due to the abundance of non-target analytes: DPE-2-120723 (140-34688-2). Elevated
reporting limits (RLs) are provided.
Method Air Transfer: The following samples were received in air sample bags: DPE-1-120723 (140-34688-1) and DPE-2-120723
(140-34688-2). In order to extend the holding times, these samples were transferred from the air sample bags into Summa canisters.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
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Sample Summary
Client: Hart & Hickman, PC Job ID: 140-34688-1
Project/Site: CLT-AP DPE
Lab Sample ID Client Sample ID Matrix Collected Received
140-34688-1 DPE-1-120723 Air 12/07/23 13:00 12/08/23 09:30
140-34688-2 DPE-2-120723 Air 12/07/23 13:30 12/08/23 09:30
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Client Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Lab Sample ID: 140-34688-1Client Sample ID: DPE-1-120723
Matrix: AirDate Collected: 12/07/23 13:00
Date Received: 12/08/23 09:30
Sample Container: Tedlar Bag 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air
RL MDL
ND 25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1-Trichloroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,1,2,2-Tetrachloroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,1,2-Trichloro-1,2,2-trifluoroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,1,2-Trichloroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,1-Dichloroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,1-Dichloroethene
250 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,2,4-Trichlorobenzene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.452101,2,4-Trimethylbenzene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dibromoethane (EDB)
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
50 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichlorobenzene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichloroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichloropropane
50 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.451501,3,5-Trimethylbenzene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,3-Dichlorobenzene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,4-Dichlorobenzene
620 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND1,4-Dioxane
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND2-Butanone (MEK)
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45ND4-Methyl-2-pentanone (MIBK)
940 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDAcetone
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDBenzene
100 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDBenzyl chloride
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDBromodichloromethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDBromoform
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDBromomethane
62 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDCarbon disulfide
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDCarbon tetrachloride
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDChlorobenzene
100 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDChloroethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDChloroform
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDChloromethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDcis-1,2-Dichloroethene
50 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDcis-1,3-Dichloropropene
62 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45370Cyclohexane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDDibromochloromethane
62 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDDichlorodifluoromethane
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.4552Ethylbenzene
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDHexachlorobutadiene
100 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45300Hexane
620 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDIsopropyl alcohol
100 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDIsopropylbenzene
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDMethyl tert-butyl ether
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.451100Methylene Chloride
100 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45110m-Xylene & p-Xylene
62 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDNaphthalene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.4531o-Xylene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDStyrene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDTetrachloroethene
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Client Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Lab Sample ID: 140-34688-1Client Sample ID: DPE-1-120723
Matrix: AirDate Collected: 12/07/23 13:00
Date Received: 12/08/23 09:30
Sample Container: Tedlar Bag 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
ND 620 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Tetrahydrofuran
120 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDToluene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDtrans-1,2-Dichloroethene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDtrans-1,3-Dichloropropene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDTrichloroethene
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDTrichlorofluoromethane
620 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDVinyl acetate
25 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDVinyl bromide
50 ppb v/v 12/08/23 12:58 12/12/23 01:48 62.45NDVinyl chloride
RL MDL
ND 140 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1-Trichloroethane
170 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,1,2,2-Tetrachloroethane
190 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,1,2-Trichloro-1,2,2-trifluoroethane
140 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,1,2-Trichloroethane
100 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,1-Dichloroethane
99 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,1-Dichloroethene
1900 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,2,4-Trichlorobenzene
120 ug/m3 12/08/23 12:58 12/12/23 01:48 62.4510001,2,4-Trimethylbenzene
190 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dibromoethane (EDB)
170 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
300 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichlorobenzene
100 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichloroethane
120 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,2-Dichloropropane
250 ug/m3 12/08/23 12:58 12/12/23 01:48 62.457401,3,5-Trimethylbenzene
150 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,3-Dichlorobenzene
150 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,4-Dichlorobenzene
2300 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND1,4-Dioxane
370 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND2-Butanone (MEK)
510 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45ND4-Methyl-2-pentanone (MIBK)
2200 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDAcetone
80 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDBenzene
520 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDBenzyl chloride
170 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDBromodichloromethane
260 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDBromoform
97 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDBromomethane
190 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDCarbon disulfide
160 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDCarbon tetrachloride
110 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDChlorobenzene
260 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDChloroethane
120 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDChloroform
260 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDChloromethane
99 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDcis-1,2-Dichloroethene
230 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDcis-1,3-Dichloropropene
210 ug/m3 12/08/23 12:58 12/12/23 01:48 62.451300Cyclohexane
210 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDDibromochloromethane
310 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDDichlorodifluoromethane
110 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45220Ethylbenzene
1300 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDHexachlorobutadiene
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Client Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Lab Sample ID: 140-34688-1Client Sample ID: DPE-1-120723
Matrix: AirDate Collected: 12/07/23 13:00
Date Received: 12/08/23 09:30
Sample Container: Tedlar Bag 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
1100 350 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Hexane
1500 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDIsopropyl alcohol
490 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDIsopropylbenzene
450 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDMethyl tert-butyl ether
430 ug/m3 12/08/23 12:58 12/12/23 01:48 62.453900Methylene Chloride
430 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45500m-Xylene & p-Xylene
330 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDNaphthalene
110 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45140o-Xylene
110 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDStyrene
170 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDTetrachloroethene
1800 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDTetrahydrofuran
470 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDToluene
99 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDtrans-1,2-Dichloroethene
110 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDtrans-1,3-Dichloropropene
130 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDTrichloroethene
140 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDTrichlorofluoromethane
2200 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDVinyl acetate
110 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDVinyl bromide
130 ug/m3 12/08/23 12:58 12/12/23 01:48 62.45NDVinyl chloride
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Client Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Lab Sample ID: 140-34688-2Client Sample ID: DPE-2-120723
Matrix: AirDate Collected: 12/07/23 13:30
Date Received: 12/08/23 09:30
Sample Container: Tedlar Bag 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air
RL MDL
ND 13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1-Trichloroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,1,2,2-Tetrachloroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,1,2-Trichloro-1,2,2-trifluoroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,1,2-Trichloroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,1-Dichloroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,1-Dichloroethene
130 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,2,4-Trichlorobenzene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.491701,2,4-Trimethylbenzene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dibromoethane (EDB)
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
26 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichlorobenzene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichloroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichloropropane
26 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49941,3,5-Trimethylbenzene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,3-Dichlorobenzene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,4-Dichlorobenzene
320 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND1,4-Dioxane
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND2-Butanone (MEK)
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49ND4-Methyl-2-pentanone (MIBK)
480 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDAcetone
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDBenzene
52 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDBenzyl chloride
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDBromodichloromethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDBromoform
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDBromomethane
32 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDCarbon disulfide
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDCarbon tetrachloride
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDChlorobenzene
52 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDChloroethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDChloroform
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDChloromethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDcis-1,2-Dichloroethene
26 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDcis-1,3-Dichloropropene
32 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49110Cyclohexane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDDibromochloromethane
32 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDDichlorodifluoromethane
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.4923Ethylbenzene
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDHexachlorobutadiene
52 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDHexane
320 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDIsopropyl alcohol
52 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDIsopropylbenzene
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDMethyl tert-butyl ether
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.4989Methylene Chloride
52 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDm-Xylene & p-Xylene
32 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDNaphthalene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDo-Xylene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDStyrene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDTetrachloroethene
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Client Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Lab Sample ID: 140-34688-2Client Sample ID: DPE-2-120723
Matrix: AirDate Collected: 12/07/23 13:30
Date Received: 12/08/23 09:30
Sample Container: Tedlar Bag 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
ND 320 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Tetrahydrofuran
64 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDToluene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDtrans-1,2-Dichloroethene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDtrans-1,3-Dichloropropene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDTrichloroethene
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDTrichlorofluoromethane
320 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDVinyl acetate
13 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDVinyl bromide
26 ppb v/v 12/08/23 12:58 12/12/23 03:23 64.49NDVinyl chloride
RL MDL
ND 70 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,1,1-Trichloroethane
89 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,1,2,2-Tetrachloroethane
99 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,1,2-Trichloro-1,2,2-trifluoroethane
70 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,1,2-Trichloroethane
52 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,1-Dichloroethane
51 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,1-Dichloroethene
960 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,2,4-Trichlorobenzene
63 ug/m3 12/08/23 12:58 12/12/23 03:23 64.498201,2,4-Trimethylbenzene
99 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dibromoethane (EDB)
90 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichloro-1,1,2,2-tetrafluoroethane
160 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichlorobenzene
52 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichloroethane
60 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,2-Dichloropropane
130 ug/m3 12/08/23 12:58 12/12/23 03:23 64.494601,3,5-Trimethylbenzene
78 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,3-Dichlorobenzene
78 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,4-Dichlorobenzene
1200 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND1,4-Dioxane
190 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND2-Butanone (MEK)
260 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49ND4-Methyl-2-pentanone (MIBK)
1100 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDAcetone
41 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDBenzene
270 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDBenzyl chloride
86 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDBromodichloromethane
130 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDBromoform
50 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDBromomethane
100 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDCarbon disulfide
81 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDCarbon tetrachloride
59 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDChlorobenzene
140 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDChloroethane
63 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDChloroform
130 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDChloromethane
51 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDcis-1,2-Dichloroethene
120 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDcis-1,3-Dichloropropene
110 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49390Cyclohexane
110 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDDibromochloromethane
160 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDDichlorodifluoromethane
56 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49100Ethylbenzene
690 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDHexachlorobutadiene
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Client Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Lab Sample ID: 140-34688-2Client Sample ID: DPE-2-120723
Matrix: AirDate Collected: 12/07/23 13:30
Date Received: 12/08/23 09:30
Sample Container: Tedlar Bag 1L
Method: EPA TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
RL MDL
ND 180 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Hexane
790 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDIsopropyl alcohol
250 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDIsopropylbenzene
230 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDMethyl tert-butyl ether
220 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49310Methylene Chloride
220 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDm-Xylene & p-Xylene
170 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDNaphthalene
56 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDo-Xylene
55 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDStyrene
87 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDTetrachloroethene
950 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDTetrahydrofuran
240 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDToluene
51 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDtrans-1,2-Dichloroethene
59 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDtrans-1,3-Dichloropropene
69 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDTrichloroethene
72 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDTrichlorofluoromethane
1100 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDVinyl acetate
56 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDVinyl bromide
66 ug/m3 12/08/23 12:58 12/12/23 03:23 64.49NDVinyl chloride
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Default Detection Limits
Client: Hart & Hickman, PC Job ID: 140-34688-1
Project/Site: CLT-AP 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
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Default Detection Limits
Client: Hart & Hickman, PC Job ID: 140-34688-1
Project/Site: CLT-AP 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
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Default Detection Limits
Client: Hart & Hickman, PC Job ID: 140-34688-1
Project/Site: CLT-AP 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
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QC Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Client Sample ID: Method BlankLab Sample ID: MB 140-81158/7
Matrix: Air Prep Type: Total/NA
Analysis Batch: 81158
RL MDL
1,1,1-Trichloroethane ND 0.20 ppb v/v 12/11/23 12:44 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.20 ppb v/v 12/11/23 12:44 11,1,2,2-Tetrachloroethane
ND 0.20 ppb v/v 12/11/23 12:44 11,1,2-Trichloro-1,2,2-trifluoroethane
ND 0.20 ppb v/v 12/11/23 12:44 11,1,2-Trichloroethane
ND 0.20 ppb v/v 12/11/23 12:44 11,1-Dichloroethane
ND 0.20 ppb v/v 12/11/23 12:44 11,1-Dichloroethene
ND 2.0 ppb v/v 12/11/23 12:44 11,2,4-Trichlorobenzene
ND 0.20 ppb v/v 12/11/23 12:44 11,2,4-Trimethylbenzene
ND 0.20 ppb v/v 12/11/23 12:44 11,2-Dibromoethane (EDB)
ND 0.20 ppb v/v 12/11/23 12:44 11,2-Dichloro-1,1,2,2-tetrafluoroethane
ND 0.40 ppb v/v 12/11/23 12:44 11,2-Dichlorobenzene
ND 0.20 ppb v/v 12/11/23 12:44 11,2-Dichloroethane
ND 0.20 ppb v/v 12/11/23 12:44 11,2-Dichloropropane
ND 0.40 ppb v/v 12/11/23 12:44 11,3,5-Trimethylbenzene
ND 0.20 ppb v/v 12/11/23 12:44 11,3-Dichlorobenzene
ND 0.20 ppb v/v 12/11/23 12:44 11,4-Dichlorobenzene
ND 5.0 ppb v/v 12/11/23 12:44 11,4-Dioxane
ND 1.0 ppb v/v 12/11/23 12:44 12-Butanone (MEK)
ND 1.0 ppb v/v 12/11/23 12:44 14-Methyl-2-pentanone (MIBK)
ND 7.5 ppb v/v 12/11/23 12:44 1Acetone
ND 0.20 ppb v/v 12/11/23 12:44 1Benzene
ND 0.80 ppb v/v 12/11/23 12:44 1Benzyl chloride
ND 0.20 ppb v/v 12/11/23 12:44 1Bromodichloromethane
ND 0.20 ppb v/v 12/11/23 12:44 1Bromoform
ND 0.20 ppb v/v 12/11/23 12:44 1Bromomethane
ND 0.50 ppb v/v 12/11/23 12:44 1Carbon disulfide
ND 0.20 ppb v/v 12/11/23 12:44 1Carbon tetrachloride
ND 0.20 ppb v/v 12/11/23 12:44 1Chlorobenzene
ND 0.80 ppb v/v 12/11/23 12:44 1Chloroethane
ND 0.20 ppb v/v 12/11/23 12:44 1Chloroform
ND 1.0 ppb v/v 12/11/23 12:44 1Chloromethane
ND 0.20 ppb v/v 12/11/23 12:44 1cis-1,2-Dichloroethene
ND 0.40 ppb v/v 12/11/23 12:44 1cis-1,3-Dichloropropene
ND 0.50 ppb v/v 12/11/23 12:44 1Cyclohexane
ND 0.20 ppb v/v 12/11/23 12:44 1Dibromochloromethane
ND 0.50 ppb v/v 12/11/23 12:44 1Dichlorodifluoromethane
ND 0.20 ppb v/v 12/11/23 12:44 1Ethylbenzene
ND 1.0 ppb v/v 12/11/23 12:44 1Hexachlorobutadiene
ND 0.80 ppb v/v 12/11/23 12:44 1Hexane
ND 5.0 ppb v/v 12/11/23 12:44 1Isopropyl alcohol
ND 0.80 ppb v/v 12/11/23 12:44 1Isopropylbenzene
ND 1.0 ppb v/v 12/11/23 12:44 1Methyl tert-butyl ether
ND 1.0 ppb v/v 12/11/23 12:44 1Methylene Chloride
ND 0.80 ppb v/v 12/11/23 12:44 1m-Xylene & p-Xylene
ND 0.50 ppb v/v 12/11/23 12:44 1Naphthalene
ND 0.20 ppb v/v 12/11/23 12:44 1o-Xylene
ND 0.20 ppb v/v 12/11/23 12:44 1Styrene
ND 0.20 ppb v/v 12/11/23 12:44 1Tetrachloroethene
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QC Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-81158/7
Matrix: Air Prep Type: Total/NA
Analysis Batch: 81158
RL MDL
Tetrahydrofuran ND 5.0 ppb v/v 12/11/23 12:44 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 1.0 ppb v/v 12/11/23 12:44 1Toluene
ND 0.20 ppb v/v 12/11/23 12:44 1trans-1,2-Dichloroethene
ND 0.20 ppb v/v 12/11/23 12:44 1trans-1,3-Dichloropropene
ND 0.20 ppb v/v 12/11/23 12:44 1Trichloroethene
ND 0.20 ppb v/v 12/11/23 12:44 1Trichlorofluoromethane
ND 5.0 ppb v/v 12/11/23 12:44 1Vinyl acetate
ND 0.20 ppb v/v 12/11/23 12:44 1Vinyl bromide
ND 0.40 ppb v/v 12/11/23 12:44 1Vinyl chloride
RL MDL
1,1,1-Trichloroethane ND 1.1 ug/m3 12/11/23 12:44 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 1.4 ug/m3 12/11/23 12:44 11,1,2,2-Tetrachloroethane
ND 1.5 ug/m3 12/11/23 12:44 11,1,2-Trichloro-1,2,2-trifluoroethane
ND 1.1 ug/m3 12/11/23 12:44 11,1,2-Trichloroethane
ND 0.81 ug/m3 12/11/23 12:44 11,1-Dichloroethane
ND 0.79 ug/m3 12/11/23 12:44 11,1-Dichloroethene
ND 15 ug/m3 12/11/23 12:44 11,2,4-Trichlorobenzene
ND 0.98 ug/m3 12/11/23 12:44 11,2,4-Trimethylbenzene
ND 1.5 ug/m3 12/11/23 12:44 11,2-Dibromoethane (EDB)
ND 1.4 ug/m3 12/11/23 12:44 11,2-Dichloro-1,1,2,2-tetrafluoroethane
ND 2.4 ug/m3 12/11/23 12:44 11,2-Dichlorobenzene
ND 0.81 ug/m3 12/11/23 12:44 11,2-Dichloroethane
ND 0.92 ug/m3 12/11/23 12:44 11,2-Dichloropropane
ND 2.0 ug/m3 12/11/23 12:44 11,3,5-Trimethylbenzene
ND 1.2 ug/m3 12/11/23 12:44 11,3-Dichlorobenzene
ND 1.2 ug/m3 12/11/23 12:44 11,4-Dichlorobenzene
ND 18 ug/m3 12/11/23 12:44 11,4-Dioxane
ND 2.9 ug/m3 12/11/23 12:44 12-Butanone (MEK)
ND 4.1 ug/m3 12/11/23 12:44 14-Methyl-2-pentanone (MIBK)
ND 18 ug/m3 12/11/23 12:44 1Acetone
ND 0.64 ug/m3 12/11/23 12:44 1Benzene
ND 4.1 ug/m3 12/11/23 12:44 1Benzyl chloride
ND 1.3 ug/m3 12/11/23 12:44 1Bromodichloromethane
ND 2.1 ug/m3 12/11/23 12:44 1Bromoform
ND 0.78 ug/m3 12/11/23 12:44 1Bromomethane
ND 1.6 ug/m3 12/11/23 12:44 1Carbon disulfide
ND 1.3 ug/m3 12/11/23 12:44 1Carbon tetrachloride
ND 0.92 ug/m3 12/11/23 12:44 1Chlorobenzene
ND 2.1 ug/m3 12/11/23 12:44 1Chloroethane
ND 0.98 ug/m3 12/11/23 12:44 1Chloroform
ND 2.1 ug/m3 12/11/23 12:44 1Chloromethane
ND 0.79 ug/m3 12/11/23 12:44 1cis-1,2-Dichloroethene
ND 1.8 ug/m3 12/11/23 12:44 1cis-1,3-Dichloropropene
ND 1.7 ug/m3 12/11/23 12:44 1Cyclohexane
ND 1.7 ug/m3 12/11/23 12:44 1Dibromochloromethane
ND 2.5 ug/m3 12/11/23 12:44 1Dichlorodifluoromethane
ND 0.87 ug/m3 12/11/23 12:44 1Ethylbenzene
ND 11 ug/m3 12/11/23 12:44 1Hexachlorobutadiene
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QC Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 140-81158/7
Matrix: Air Prep Type: Total/NA
Analysis Batch: 81158
RL MDL
Hexane ND 2.8 ug/m3 12/11/23 12:44 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 12 ug/m3 12/11/23 12:44 1Isopropyl alcohol
ND 3.9 ug/m3 12/11/23 12:44 1Isopropylbenzene
ND 3.6 ug/m3 12/11/23 12:44 1Methyl tert-butyl ether
ND 3.5 ug/m3 12/11/23 12:44 1Methylene Chloride
ND 3.5 ug/m3 12/11/23 12:44 1m-Xylene & p-Xylene
ND 2.6 ug/m3 12/11/23 12:44 1Naphthalene
ND 0.87 ug/m3 12/11/23 12:44 1o-Xylene
ND 0.85 ug/m3 12/11/23 12:44 1Styrene
ND 1.4 ug/m3 12/11/23 12:44 1Tetrachloroethene
ND 15 ug/m3 12/11/23 12:44 1Tetrahydrofuran
ND 3.8 ug/m3 12/11/23 12:44 1Toluene
ND 0.79 ug/m3 12/11/23 12:44 1trans-1,2-Dichloroethene
ND 0.91 ug/m3 12/11/23 12:44 1trans-1,3-Dichloropropene
ND 1.1 ug/m3 12/11/23 12:44 1Trichloroethene
ND 1.1 ug/m3 12/11/23 12:44 1Trichlorofluoromethane
ND 18 ug/m3 12/11/23 12:44 1Vinyl acetate
ND 0.87 ug/m3 12/11/23 12:44 1Vinyl bromide
ND 1.0 ug/m3 12/11/23 12:44 1Vinyl chloride
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-81158/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 81158
1,1,1-Trichloroethane 2.00 2.01 ppb v/v 101 70-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 2.00 2.03 ppb v/v 102 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha
ne
2.00 2.00 ppb v/v 100 70-130
1,1,2-Trichloroethane 2.00 2.09 ppb v/v 105 70-130
1,1-Dichloroethane 2.00 2.12 ppb v/v 106 70-130
1,1-Dichloroethene 2.00 1.93 ppb v/v 96 70-130
1,2,4-Trichlorobenzene 2.00 2.16 ppb v/v 108 60-140
1,2,4-Trimethylbenzene 2.00 2.03 ppb v/v 102 70-130
1,2-Dibromoethane (EDB)2.00 2.08 ppb v/v 104 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet
hane
2.00 2.09 ppb v/v 104 60-140
1,2-Dichlorobenzene 2.00 2.14 ppb v/v 107 70-130
1,2-Dichloroethane 2.00 2.23 ppb v/v 111 70-130
1,2-Dichloropropane 2.00 2.13 ppb v/v 107 70-130
1,3,5-Trimethylbenzene 2.00 2.24 ppb v/v 112 70-130
1,3-Dichlorobenzene 2.00 2.10 ppb v/v 105 70-130
1,4-Dichlorobenzene 2.00 2.13 ppb v/v 107 70-130
1,4-Dioxane 2.00 1.87 J ppb v/v 94 60-140
2-Butanone (MEK)2.00 1.92 ppb v/v 96 60-140
4-Methyl-2-pentanone (MIBK)2.00 2.28 ppb v/v 114 60-140
Acetone 2.00 2.18 J ppb v/v 109 60-140
Benzene 2.00 2.01 ppb v/v 101 70-130
Benzyl chloride 2.00 1.96 ppb v/v 98 70-130
Eurofins Knoxville
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QC Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-81158/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 81158
Bromodichloromethane 2.00 2.06 ppb v/v 103 70-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Bromoform 2.00 2.37 ppb v/v 119 60-140
Bromomethane 2.00 2.05 ppb v/v 103 70-130
Carbon disulfide 2.00 1.98 ppb v/v 99 70-130
Carbon tetrachloride 2.00 2.28 ppb v/v 114 70-130
Chlorobenzene 2.00 2.07 ppb v/v 104 70-130
Chloroethane 2.00 2.23 ppb v/v 111 70-130
Chloroform 2.00 2.05 ppb v/v 103 70-130
Chloromethane 2.00 2.35 ppb v/v 117 60-140
cis-1,2-Dichloroethene 2.00 1.98 ppb v/v 99 70-130
cis-1,3-Dichloropropene 2.00 2.09 ppb v/v 105 70-130
Cyclohexane 2.00 1.94 ppb v/v 97 70-130
Dibromochloromethane 2.00 2.21 ppb v/v 111 70-130
Dichlorodifluoromethane 2.00 2.08 ppb v/v 104 60-140
Ethylbenzene 2.00 1.94 ppb v/v 97 70-130
Hexachlorobutadiene 2.00 1.94 ppb v/v 97 60-140
Hexane 2.00 2.24 ppb v/v 112 70-130
Isopropyl alcohol 2.00 2.43 ppb v/v 121 60-140
Isopropylbenzene 2.00 2.05 ppb v/v 103 70-130
Methyl tert-butyl ether 2.00 2.04 ppb v/v 102 60-140
Methylene Chloride 2.00 1.97 ppb v/v 99 70-130
m-Xylene & p-Xylene 4.00 3.85 ppb v/v 96 70-130
Naphthalene 2.00 1.93 ppb v/v 96 60-140
o-Xylene 2.00 1.95 ppb v/v 98 70-130
Styrene 2.00 2.01 ppb v/v 101 70-130
Tetrachloroethene 2.00 1.99 ppb v/v 99 70-130
Tetrahydrofuran 2.00 2.40 ppb v/v 120 60-140
Toluene 2.00 1.98 ppb v/v 99 70-130
trans-1,2-Dichloroethene 2.00 1.90 ppb v/v 95 70-130
trans-1,3-Dichloropropene 2.00 2.24 ppb v/v 112 70-130
Trichloroethene 2.00 1.94 ppb v/v 97 70-130
Trichlorofluoromethane 2.00 2.04 ppb v/v 102 60-140
Vinyl acetate 2.00 2.35 ppb v/v 118 60-140
Vinyl bromide 2.00 2.09 ppb v/v 104 60-140
Vinyl chloride 2.00 2.24 ppb v/v 112 70-130
1,1,1-Trichloroethane 11 11.0 ug/m3 101 70-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,1,2,2-Tetrachloroethane 14 13.9 ug/m3 102 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha
ne
15 15.4 ug/m3 100 70-130
1,1,2-Trichloroethane 11 11.4 ug/m3 105 70-130
1,1-Dichloroethane 8.1 8.60 ug/m3 106 70-130
1,1-Dichloroethene 7.9 7.63 ug/m3 96 70-130
1,2,4-Trichlorobenzene 15 16.0 ug/m3 108 60-140
1,2,4-Trimethylbenzene 9.8 9.99 ug/m3 102 70-130
1,2-Dibromoethane (EDB)15 16.0 ug/m3 104 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet
hane
14 14.6 ug/m3 104 60-140
Eurofins Knoxville
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QC Sample Results
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 140-81158/1002
Matrix: Air Prep Type: Total/NA
Analysis Batch: 81158
1,2-Dichlorobenzene 12 12.9 ug/m3 107 70-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,2-Dichloroethane 8.1 9.02 ug/m3 111 70-130
1,2-Dichloropropane 9.2 9.85 ug/m3 107 70-130
1,3,5-Trimethylbenzene 9.8 11.0 ug/m3 112 70-130
1,3-Dichlorobenzene 12 12.6 ug/m3 105 70-130
1,4-Dichlorobenzene 12 12.8 ug/m3 107 70-130
1,4-Dioxane 7.2 6.75 J ug/m3 94 60-140
2-Butanone (MEK)5.9 5.65 ug/m3 96 60-140
4-Methyl-2-pentanone (MIBK)8.2 9.36 ug/m3 114 60-140
Acetone 4.8 5.17 J ug/m3 109 60-140
Benzene 6.4 6.43 ug/m3 101 70-130
Benzyl chloride 10 10.1 ug/m3 98 70-130
Bromodichloromethane 13 13.8 ug/m3 103 70-130
Bromoform 21 24.5 ug/m3 119 60-140
Bromomethane 7.8 7.97 ug/m3 103 70-130
Carbon disulfide 6.2 6.16 ug/m3 99 70-130
Carbon tetrachloride 13 14.3 ug/m3 114 70-130
Chlorobenzene 9.2 9.54 ug/m3 104 70-130
Chloroethane 5.3 5.88 ug/m3 111 70-130
Chloroform 9.8 10.0 ug/m3 103 70-130
Chloromethane 4.1 4.84 ug/m3 117 60-140
cis-1,2-Dichloroethene 7.9 7.85 ug/m3 99 70-130
cis-1,3-Dichloropropene 9.1 9.49 ug/m3 105 70-130
Cyclohexane 6.9 6.68 ug/m3 97 70-130
Dibromochloromethane 17 18.9 ug/m3 111 70-130
Dichlorodifluoromethane 9.9 10.3 ug/m3 104 60-140
Ethylbenzene 8.7 8.41 ug/m3 97 70-130
Hexachlorobutadiene 21 20.7 ug/m3 97 60-140
Hexane 7.0 7.88 ug/m3 112 70-130
Isopropyl alcohol 4.9 5.97 ug/m3 121 60-140
Isopropylbenzene 9.8 10.1 ug/m3 103 70-130
Methyl tert-butyl ether 7.2 7.37 ug/m3 102 60-140
Methylene Chloride 6.9 6.85 ug/m3 99 70-130
m-Xylene & p-Xylene 17 16.7 ug/m3 96 70-130
Naphthalene 10 10.1 ug/m3 96 60-140
o-Xylene 8.7 8.48 ug/m3 98 70-130
Styrene 8.5 8.57 ug/m3 101 70-130
Tetrachloroethene 14 13.5 ug/m3 99 70-130
Tetrahydrofuran 5.9 7.07 ug/m3 120 60-140
Toluene 7.5 7.45 ug/m3 99 70-130
trans-1,2-Dichloroethene 7.9 7.53 ug/m3 95 70-130
trans-1,3-Dichloropropene 9.1 10.2 ug/m3 112 70-130
Trichloroethene 11 10.4 ug/m3 97 70-130
Trichlorofluoromethane 11 11.5 ug/m3 102 60-140
Vinyl acetate 7.0 8.28 ug/m3 118 60-140
Vinyl bromide 8.7 9.13 ug/m3 104 60-140
Vinyl chloride 5.1 5.74 ug/m3 112 70-130
Eurofins Knoxville
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QC Association Summary
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP DPE
Air - GC/MS VOA
Prep Batch: 81140
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Air Air Transfer140-34688-1 DPE-1-120723 Total/NA
Air Air Transfer140-34688-2 DPE-2-120723 Total/NA
Analysis Batch: 81158
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Air TO-15 81140140-34688-1 DPE-1-120723 Total/NA
Air TO-15 81140140-34688-2 DPE-2-120723 Total/NA
Air TO-15MB 140-81158/7 Method Blank Total/NA
Air TO-15LCS 140-81158/1002 Lab Control Sample Total/NA
Eurofins Knoxville
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Lab Chronicle
Client: Hart & Hickman, PC Job ID: 140-34688-1
Project/Site: CLT-AP DPE
Client Sample ID: DPE-1-120723 Lab Sample ID: 140-34688-1
Matrix: AirDate Collected: 12/07/23 13:00
Date Received: 12/08/23 09:30
Prep Air Transfer JJC12/08/23 12:58 EET KNX81140
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA
Analysis TO-15 62.45 81158 12/12/23 01:48 S1K EET KNXTotal/NA 100 mL 500 mL
MRInstrument ID:
Client Sample ID: DPE-2-120723 Lab Sample ID: 140-34688-2
Matrix: AirDate Collected: 12/07/23 13:30
Date Received: 12/08/23 09:30
Prep Air Transfer JJC12/08/23 12:58 EET KNX81140
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA
Analysis TO-15 64.49 81158 12/12/23 03:23 S1K EET KNXTotal/NA 200 mL 500 mL
MRInstrument ID:
Client Sample ID: Method Blank Lab Sample ID: MB 140-81158/7
Matrix: AirDate Collected: N/A
Date Received: N/A
Analysis TO-15 S1K12/11/23 12:441 EET KNX81158
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 140-81158/1002
Matrix: AirDate Collected: N/A
Date Received: N/A
Analysis TO-15 S1K12/11/23 10:331 EET KNX81158
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: 140-34688-1
Project/Site: CLT-AP 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 06-16-24
Colorado State TN00009 02-29-24
Connecticut State PH-0223 09-30-25
Florida NELAP E87177 06-30-24
Georgia (DW)State 906 07-27-25
Hawaii State NA 07-27-24
Kansas NELAP E-10349 10-31-24
Kentucky (DW)State 90101 12-31-23
Louisiana (All)NELAP 83979 06-30-24
Louisiana (DW)State LA019 12-31-23
Maryland State 277 03-31-24
Michigan State 9933 07-27-25
Nevada State TN00009 07-31-24
New Hampshire NELAP 2999 01-17-24
New Jersey NELAP TN001 07-01-24
New York NELAP 10781 03-31-24
North Carolina (DW)State 21705 07-31-24
North Carolina (WW/SW)State 64 12-31-23
Oklahoma State 9415 12-31-23
Oregon NELAP TNI0189 01-01-24
Pennsylvania NELAP 68-00576 12-12-23
Tennessee State 02014 07-27-25
Texas NELAP T104704380-23-18 08-31-24
US Fish & Wildlife US Federal Programs 058448 07-31-24
USDA US Federal Programs 525-22-279-18762 10-06-25
Utah NELAP TN00009 07-31-24
Virginia NELAP 460176 09-14-24
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 08-31-24
Eurofins Knoxville
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Method Summary
Job ID: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP 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.: 140-34688-1Client: Hart & Hickman, PC
Project/Site: CLT-AP 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)
140-34688-1 6 1.00 6.000 12/08/23 17:4362.4562.451.040.6 6.24 100
ID
Pressure
Gauge
g5 34000174 AFB
140-34688-2 6 1.00 6.000 12/08/23 17:5164.4964.491.071.1 6.45 100 g5 09608 AFB
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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Rev 07/2019
Certification #NC5356_______ Date: ____________9/21/23_______________ Facility Name: Airport Drive Release Site _________________________________ Analyst: _________THV__________________ 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
9:50 7.02 4.00 10.00 7.00

*pH check buffer must read within ± 0.1 pH units of the buffer’s true value. 4 SU buffer Lot#/: 2G1592 7 SU buffer Lot#/: 3GA068 10 SU buffer Lot#: 2GG1092
Sample location Sample Collection Time♦ Sample Analysis Time♦ pH Result ►Post-analysis Buffer Check value Comments/Data Qualifiers
WW-2 10:20 10:20 7.8 7.01 Measured in situ
WW-1 11:20 11:20 7.6 7.01 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
Rev 07/2019
Certification # NC5356_______ Date: __10/31/2023__________________ Facility Name: ___Airport Drive Release Site________ Analyst: __THV/HC_________________ 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
13:15 7.00 4.01 10.02 7.00

*pH check buffer must read within ± 0.1 pH units of the buffer’s true value. 4 SU buffer Lot#/: 7 SU buffer Lot#/: 10 SU buffer Lot#:
Sample location Sample Collection Time♦ Sample Analysis Time♦ pH Result ►Post-analysis Buffer Check value Comments/Data Qualifiers
WW-1 13:45 13:45 7.9 7.01 Measured In-Situ
WW-2 15:45 15:45 6.9 7.01 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
Rev 07/2019
Certification # NC5356_______ Date: __11/14/2023__________________ Facility Name: ___Airport Drive Release Site________ Analyst: __MJW _________________ 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 4.01 10.01 7.01

*pH check buffer must read within ± 0.1 pH units of the buffer’s true value. 4 SU buffer Lot#/: 2G1592 7 SU buffer Lot#/: 3GA068 10 SU buffer Lot#: 2GG1092
Sample location Sample Collection Time♦ Sample Analysis Time♦ pH Result ►Post-analysis Buffer Check value Comments/Data Qualifiers
WW-1 14:00 14:00 7.7 7.01 Measured In-Situ
WW-2 12:30 12:30 7.8 7.01 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

Appendix E Groundwater Elevation and LNAPL Thickness Graphs
0.00
0.20
0.40
0.60
0.80
1.00
1.20
642.00
643.00
644.00
645.00
646.00
647.00
648.00
649.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-1 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Product thickness (feet)MMPE Event 2
Hand Bailing Event DPE System Start-Up
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
5.00
638.00
639.00
640.00
641.00
642.00
643.00
644.00
645.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-2 - GW Elevation and LNAPL Thickness Over Time
GE Elevation LNAPL Thickness MMPE Event 2
Hand Bailing Event DPE System Start-Up
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
643.00
644.00
645.00
646.00
647.00
648.00
649.00
650.00
651.00
652.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-4 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness
Hand Bailing Event DPE System Start-Up
0.00
1.00
2.00
3.00
4.00
5.00
6.00
656.00
657.00
658.00
659.00
660.00
661.00
662.00
663.00
664.00
665.00
666.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-5 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 1
MMPE Event 2 Hand Bailing Event AFVR Event 2
DPE System Start-Up
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
638.00
639.00
640.00
641.00
642.00
643.00
644.00
645.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-7 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 2
Hand Bailing Event DPE System Start-Up
0.00
0.50
1.00
1.50
2.00
2.50
3.00
639.00
639.50
640.00
640.50
641.00
641.50
642.00
642.50
643.00
643.50
644.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-8 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 2
Hand Bailing Event DPE System Start-Up
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
645.00
646.00
647.00
648.00
649.00
650.00
651.00
652.00
653.00
654.00
655.00
656.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
MW-9 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 1
Hand Bailing Event MMPE Event 4 AFVR Event 1
DPE System Start-Up
0.00
0.20
0.40
0.60
0.80
1.00
1.20
662.00
663.00
664.00
665.00
666.00
667.00
668.00
669.00
5/5/21 11/21/21 6/9/22 12/26/22 7/14/23 1/30/24 LNAPL ThicknessElevationDate
MW-16 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness
Hand Bailing Event DPE System Start-Up
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
670.50
671.00
671.50
672.00
672.50
673.00
673.50
674.00
674.50
675.00
8/17/21 11/25/21 3/5/22 6/13/22 9/21/22 12/30/22 4/9/23 7/18/23 10/26/23 2/3/24 LNAPL ThicknessElevationDate
MW-18 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness
Hand Bailing DPE System Start-Up
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
658.00
659.00
660.00
661.00
662.00
663.00
664.00
665.00
666.00
5/10/21 11/26/21 6/14/22 12/31/22 7/19/23 2/4/24 LNAPL ThicknessElevationDate
RW-1 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 2
Hand Bailing Event DPE System Start-Up
0.00
0.20
0.40
0.60
0.80
1.00
1.20
643.50
644.00
644.50
645.00
645.50
646.00
646.50
647.00
647.50
648.00
5/10/21 8/18/21 11/26/21 3/6/22 6/14/22 9/22/22 12/31/22 4/10/23 7/19/23 10/27/23 2/4/24 LNAPL ThicknessElevationDate
RW-3 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 2
Hand Bailing Event DPE System Start-Up
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
667.00
668.00
669.00
670.00
671.00
672.00
673.00
674.00
8/13/19 2/29/20 9/16/20 4/4/21 10/21/21 5/9/22 11/25/22 6/13/23 12/30/23 LNAPL ThicknessElevationDate
RW-7/MW-11 - GW Elevation and LNAPL Thickness Over Time
GW Elevation LNAPL Thickness MMPE Event 3
Hand Bailing Event DPE System Start-Up
0.00
0.20
0.40
0.60
0.80
1.00
1.20
655.00
656.00
657.00
658.00
659.00
660.00
661.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-10 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event
LNAPL Thickness DPE System Start-Up
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
4.50
5.00
651.00
652.00
653.00
654.00
655.00
656.00
657.00
658.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-11 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event LNAPL Thickness
AFVR Event 3 DPE System Start-Up
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
648.00
649.00
650.00
651.00
652.00
653.00
654.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-13 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event
LNAPL Thickness DPE System Start-Up
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
1.80
2.00
2.20
643.00
644.00
645.00
646.00
647.00
648.00
649.00
650.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-14 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event
LNAPL Thickness DPE System Start-Up
0.00
0.20
0.40
0.60
0.80
1.00
1.20
644.00
644.50
645.00
645.50
646.00
646.50
647.00
647.50
648.00
648.50
649.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-15 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event
LNAPL Thickness DPE System Start-Up
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
1.80
2.00
2.20
643.50
644.00
644.50
645.00
645.50
646.00
646.50
647.00
647.50
648.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-17 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event
LNAPL Thickness DPE System Start-Up
0.00
0.02
0.04
0.06
0.08
0.10
638.00
639.00
640.00
641.00
642.00
643.00
644.00
645.00
6/18/22 9/26/22 1/4/23 4/14/23 7/23/23 10/31/23 2/8/24 LNAPL ThicknessElevationDate
RW-18 - GW Elevation and LNAPL Thickness Over Time
GW Elevation Hand Bailing Event
LNAPL Thickness DPE System Start-Up