MO-14414_14414_CA_MRP_20211029_Annual Monitoring Report

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APEX
October 29, 2021
Ms. Trudy Beverly
Hydrogeologist
UST Section — Corrective Action Branch
Division of Waste Management — Mooresville Regional Office
North Carolina Department of Environmental Quality
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
RE: Annual Groundwater Monitoring Report - Kannapolis Booster Station
Colonial Pipeline Company, Concord, North Carolina
Incident Number: 14414 & 91340
Dear Ms. Beverly:
Apex Companies, LLC (Apex; dba Maryland Apex Engineering, P.C.) is pleased to submit the
September 2020 — August 2021 Annual Groundwater Monitoring Report for the Colonial
Pipeline Company Kannapolis Booster Station. Should you have any questions concerning this,
please do not hesitate to contact the undersigned at 704-799-6390.
Sincerely,
Apex Companies, LLC
Prepared By:
J � Z- lv-� /I -
Andrew Street, CHMM, RSM
Senior Project Manager
Enclosure
cc: John Wyatt, Colonial Pipeline Company
Jeff Morrison, Colonial Pipeline Company
Apex Companies, LLC
Reviewed By:
Tom Naumann, P.G.
Project Manager
NC Geology License No. 2405
Apex Companies, LLC • 5900 Northwoods Business Parkway, Suite 5900-0 • Charlotte, NC 28269 • T 704.799.6390 • apexcos.com

Prepared for:
Colonial Pipeline Company
PO Box 87
Paw Creek, North Carolina 28130
CD
Annual Groundwater Monitoring Report
Kannapolis Booster Station
Incident Number 14414 & 91340
September 2020 — August 2021
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APEX
5900 Northwoods Business Parkway, Suite 5900-0
Charlotte NC 28269
Prepared by:
Andrew Street, CHMM, RSM
Senior Project Manager
October 29, 2021
Reviewed by:
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SEAL
2405 z
Tom Naumann, P.G.
Project Manager
NC Geology License No. 2405
Apex Companies, LLC • 5900 Northwoods Business Parkway, Suite 5900-0 • Charlotte, NC 28269 - T 704.799.6390 • apexcos.com

Annual Groundwater Monitoring Report, September 2020 - August 2021
Colonial Pipeline Company, Kannapolis Booster Station
TABLE OF CONTENTS
October 29, 2021
Page
1.0 INTRODUCTION.................................................................................................................................... 1
2.0 PROJECT BACKGROUND.................................................................................................................. 1
2.1 Historic Site Impacts................................................................................................................. 1
2.2 Recent Site Impacts.................................................................................................................. 2
3.0 FIELD ACTIVITIES................................................................................................................................3
3.1 Groundwater Gauging.............................................................................................................. 3
3.2 Groundwater Sampling and Analysis....................................................................................... 3
3.3 Water Supply Well Sampling and Analysis.............................................................................. 4
4.0 FINDINGS...............................................................................................................................................1
4.1 Well Gauging Results and Groundwater Flow........................................................................ 1
4.2 Groundwater Analytical Results............................................................................................... 1
4.3 Water Supply Well Analytical Results...................................................................................... 2
5.0 REMEDIATION SYSTEM PERFORMANCE........................................................................................3
5.1 Air Sparge Trench Remediation System................................................................................. 3
5.2 Bio-Sparge and Bio-Venting Systems..................................................................................... 3
6.0 CONCLUSIONS AND RECOMMENDATIONS.................................................................................... 3
6.1 Conclusions.............................................................................................................................. 3
6.2 Recommendations....................................................................................................................4
Tables
Table 1
Summary of Groundwater Monitoring Program
Table 2
Summary of Water Supply Well Information
Table 3
Summary of Groundwater Elevation Data
Table 4
Recovery Well Gauging Data
Table 5
Groundwater Sample Analytical Results
Table 6
Water Supply Well Sample Analytical Results
Figures
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Recovery Well Locations
Figure 4 Groundwater Potentiometric Surface Map — Surficial Saprolite Unit — August 30, 2021
Figure 5 Benzene Isoconcentration Map — August 30, 2021
Figure 6 C9-C22 Aromatics Isoconcentration Map — August 30, 2021
Figure 7 Water Supply Well Location Map
Appendices
Appendix A Groundwater Sampling Field Logs
Appendix B Laboratory Analytical Reports

Annual Groundwater Monitoring Report, September 2020 — August 2021 October 29, 2021
Colonial Pipeline Company, Kannapolis Booster Station Page 1
1.0 INTRODUCTION
Apex Companies, LLC (Apex; dba Apex Engineering, P.C.) prepared this Annual Groundwater
Monitoring Report on behalf of Colonial Pipeline Company (CPC) for submittal to North Carolina
Department of Environmental Quality (NCDEQ). This report summarizes the annual groundwater
monitoring activities performed at the CPC Kannapolis Booster Station (the `Site') located at 9301
Mooresville Road in Concord, North Carolina (Figure 1) from September 2020 through August
2021. This report also describes the remediation systems operations performed during the
reporting period in accordance with the Corrective Action Plans (CAPs) for the Site approved by
the NCDEQ.
2.0 PROJECT BACKGROUND
The facility consists of a control building, a switch gear building, eight electric booster pumps, a 40-
inch diameter pipeline for transporting gasoline products (Line 1), a 36-inch diameter pipeline for
transporting kerosene, diesel fuel, and other fuel oil products (Line 2), and two 21,000-gallon above
ground storage tanks and associated above -ground and below -ground piping and valves. The
facility has been in operation since the 1970s.
2.1 Historic Site Impacts
Formal assessment and remediation activities were initiated at the facility in 1995. Three areas of
concern were identified at the facility including: (i) the Line 2 Manifold Area; (ii) the Line 1 Manifold
Area; and, (iii) the Line 1 Pig Signal Area. Impacts identified during the 1995 assessment are
included in Incident Number 14414 (Figure 2).
Petroleum impacts in the Line 2 Manifold Area were the result of a kerosene release. Excavation of
impacted soils was limited due to the presence of pumps, footings, and associated underground
piping and valves. A light non -aqueous phase liquid (LNAPL) recovery system and a soil vapor
extraction (SVE) system were installed and formerly operated in this area.
A dissolved phase plume consisting of gasoline -related compounds was identified in the Line 1
Manifold Area. A limited amount of impacted soil was excavated in this area and an SVE system
was installed and formerly operated in the Line 1 Manifold Area.
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Gasoline impacted soil was also identified in the Line 1 Pig Signal Area as a result of a release from
a leaking pipe fitting. Approximately 1,000 tons of soil was excavated and thermally treated from this
area. The excavation extended to bedrock, removing the source material; however, the release
resulted in dissolved phase groundwater impacts. An air sparge trench located near the
downgradient property boundary and a non -discharge pump and treat system were installed in the
late-1990s to prevent off -Site migration of petroleum hydrocarbons.
The air sparge trench is currently in operation. The groundwater pump and treatment system were
taken off-line in 2010, following approval from NCDEQ on April 12, 2010. The LNAPL recovery and
SVE systems were taken off-line in 2010, following approval from NCDEQ on September 29, 2010.
2.2 Recent Site Impacts
A 920-gallon petroleum release occurred at the Site on March 13, 2015, when a valve gasket failed
near the Line 2, Unit 4 booster pump. Emergency response and abatement activities were
performed from March 13, 2015 through August 11, 2015. On August 13, 2015, a three -quarter -inch
nipple on Line 2 was struck by a piece of equipment during backfilling operations resulting in a 5,000-
gallon petroleum release over the recently remediated area. Approximately 4,750-gallons of diesel
fuel were recovered during initial response activities and subsequent recovery well evacuation
efforts. Residual soil impacts were detected at areas where additional excavation was not feasible
due to the presence of booster pumps, footings, and associated underground piping and valves.
Approximately 750 tons of petroleum -impacted soil were removed from the release area during the
initial response activities associated with both 2015 releases. Impacts identified during the 2015
assessment are included in Incident Number 91340.
A CAP and CAP Addendum were submitted to NCDEQ on April 15, 2016 and July 12, 2016,
respectively. The CAP documents specify installation and operation of a bio-venting and bio-sparge
system to address residual soil impacts and dissolved phase groundwater impacts. The CAP was
approved on May 6, 2016, and the CAP Addendum was approved on July 28, 2016. The
semiannual groundwater monitoring program for the Site incorporates the groundwater monitoring
programs associated with Incident Numbers 14414 and 91340. A summary of the Groundwater
Monitoring Program for the Site is provided in Table 1.
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In a letter from dated October 24, 2019, NCDEQ requested that the Annual Groundwater Monitoring
Report include a table summarizing nearby water supply well information including ownership, well
status, and the access permission status. The requested information is provided in Table 2.
3.0 FIELD ACTIVITIES
3.1 Groundwater Gauging
Prior to sampling, groundwater monitoring wells were gauged to measure the depth to groundwater
and LNAPL, if present. Upon arriving at the Site, wells were opened and allowed to equilibrate.
Wells were gauged in accordance with the United States Environmental Protection Agency
(USEPA) Region IV Science and Ecosystem Support Division Field Branches Quality System and
Technical Procedures. The wells were gauged in order of potential impact, moving from
upgradient wells, to downgradient wells and finally source area wells. Depths to groundwater and
LNAPL were measured using an electronic oil/water interface probe capable of measuring to an
accuracy of 0.01 feet. The interface probe was thoroughly decontaminated before collecting
measurements at each subsequent monitoring well.
On February 18, 2021 ten monitoring wells (MW-1, MW-4, MW-5, MW-6, MW-8, MW-13, MW-23,
MW-24, MW-25, and MW-25D) were gauged. On August 30, 2021 nine monitoring wells (MW-1,
MW-4, MW-5, MW-7, MW-8, MW-23, MW-24, MW-25, and MW-25D) were gauged. MW-7 was
inadvertently gauged instead of MW-6 due to misidentification on well tag (MW-7 was formerly
MW-6D). MW-13 was not gauged because the well was submerged under standing water. On
February 18, 2021 and September 22, 2021, thirteen recovery wells (SB-4, SB-6, SB-8, SB-9, SB-
10, S13-11, SB-12, SB-14, S13-15, SB-16, SB-18, RW-1, and RW-2) were gauged. The location of
each monitoring well is shown on Figure 2 and the location of each recovery well is shown on
Figure 3.
3.2 Groundwater Sampling and Analysis
During the February 18, 2021 sampling event, groundwater samples were collected from seven
monitoring wells (MW-4, MW-6, MW-8, MW-13, MW-24, MW-25, and MW-25D). During the August
30, 2021 sampling event, groundwater samples were collected from six monitoring wells (MW-4,
MW-7, MW-8, MW-24, MW-25, and MW-25D). MW-7 was inadvertently sampled instead of MW-6
due to misidentification on well tag (MW-7 was formerly MW-6D). MW-13 was not sampled because
the well was submerged under standing water at the time of sampling. At each monitoring well, a
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baseline set of water quality stabilization data were measured (temperature, pH, specific
conductance, and oxidation reduction potential) and recorded. The total volume of water in each well
was calculated and a minimum of three well volumes were purged from each well prior to collecting
each sample unless the well was purged dry prior to bailing three well volumes. Wells that were
purged dry were sampled following well recharge. All monitoring wells were purged and sampled
with disposable bailers. Groundwater sampling logs documenting the groundwater purging and
sampling are provided in Appendix A.
After purging an adequate volume of water from each well, a sample was retrieved and transferred
to laboratory supplied, pre -preserved containers and immediately placed on ice. Groundwater
samples were transported under standard chain -of -custody procedures to Pace Analytical
Services, LLC. Groundwater samples collected from monitoring wells MW-4, MW-7, MW-8, and
MW-13 were analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX) and methyl tert-
butyl ether (MTBE) by Environmental Protection Agency (EPA) Method 602 — purgeable aromatics
SM 6200B. Groundwater samples collected from monitoring wells MW-24, MW-25, and MW-25D
were analyzed for BTEX by EPA Method 602 — purgeable aromatics SM 620013; semi -volatile
organic compounds by EPA Method 625.1; and Massachusetts Department of Environmental
Protection (MADEP) extractable petroleum hydrocarbons (EPH) and volatile petroleum
hydrocarbons (VPH) in consideration of the diesel releases that occurred on March 13, 2015 and
August 13, 2015.
Two quality assurance/quality control samples were collected and analyzed for BTEX and MTBE
by EPA Method 602. During the February 2021 and August 2021 sampling events, DUP-1 was
collected as a duplicate sample of MW-4. EB-1 was an equipment blank collected during both
sampling events by pouring de -ionized water over an interface probe following the completion of
sampling activities.
3.3 Water Supply Well Sampling and Analysis
Annual water supply well sampling was performed by Apex in the Site vicinity on August 31, 2021.
CPC provides point -of -entry (POE) treatment systems (i.e., activated carbon vessels) at several
water supply wells. Eight water supply wells were sampled during the August 31, 2021 sampling
event. Samples were collected in laboratory supplied containers, placed in an ice -filled cooler, and
transferred to Pace Analytical Services, LLC. under chain -of -custody procedures for analysis of
BTEX, MTBE, and naphthalene by EPA Method 8260D.
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Colonial Pipeline Company, Kannapolis Booster Station Page 1
4.0 FINDINGS
4.1 Well Gauging Results and Groundwater Flow
Depth to water and top of well casing elevation data from the monitoring wells were used to
calculate groundwater elevations relative to an on -Site benchmark referenced to mean sea level
datum. No LNAPL was detected in any of the monitoring wells during the February 18, 2021 or
August 30, 2021 sampling event. A summary of monitoring well gauging data is provided in Table
3.
A groundwater potentiometric map for the surficial unit using water level elevation data from the
August 2021 sampling event is provided on Figure 4. The potentiometric map depicts the direction
of groundwater flow to the southeast. Groundwater flow patterns observed in August 2021 are
consistent with historic sampling events.
LNAPL was not detected in any of the recovery wells during the February 18, 2021 or August 30,
2021 sampling events. A summary of recovery well gauging data is provided in Table 4.
4.2 Groundwater Analytical Results
Groundwater sampling activities performed at the Site focused on collecting analytical data from
the upgradient, downgradient, and central plume areas to evaluate Constituents of Concern (COC)
trends over time. The analytical results for groundwater samples collected during this monitoring
period were compared to the 15A NCAC 2L .0202 Groundwater Quality Standards (2L Standards)
and to the 15A NCAC 2B .0215 Surface Water Standards (2B Standards) for a Water Supply II,
High Quality Waters surface water classification. A groundwater isoconcentration map showing the
concentrations of benzene in groundwater monitoring wells during the August 2021 sampling event
is provided as Figure 5. A groundwater isoconcentration map showing the concentrations of C9-
C22 Aromatics in groundwater monitoring wells during the August 2021 sampling event is provided
as Figure 6. Laboratory analytical reports and chain -of -custody records for the groundwater
samples are presented in Appendix B. A summary of groundwater analytical results is provided in
Table 5.
Results from the February 2021 sampling event are summarized below:
■ Benzene was detected at a concentration of 1.9 micrograms per liter (fag/L) in MW-13,
exceeding the 2L and 2B Standards of 1.0 fag/L and 1.19 fag/L, respectively.
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■ Benzene was detected at a concentration of 1.4 pg/L in MW-24, exceeding the 2L and 2B
Standards of 1.0 pg/L and 1.19 pg/L, respectively. Benzene concentrations in this well
have typically exceeded the 2L and 2B standards since the 2015 releases.
■ EPH and VPH were detected in MW-24 during the sampling event. Hydrocarbon fractions
C9-C12 Aliphatics were detected at concentrations below the 2B and 2L Standards. C5-C8
Aliphatics were detected at concentrations of 332 pg/L, exceeding the 2B standards of 125
pg/L, but below the 2L Standard of 400 pg/L.
■ Ethylbenzene and MTBE were also detected in one or more monitoring wells at
concentrations below applicable 2L and 2B Standards.
Results from the August 2021 sampling event are summarized below:
■ EPH and VPH were detected in MW-24 during the sampling event. Hydrocarbon fractions
C19-C36 Aliphatics, C9-C12 Aliphatics, C5-C8 Aliphatics, and C9-C10 Aromatics were
detected at concentrations below the 2B and 2L Standards. C9-C18 Aliphatics were
detected at a concentration of 200 pg/L, below 2L Standards but exceeding 2B Standards
of 180 pg/L. C11-C22 Aromatics were detected at a concentration of 2,200 pg/L,
exceeding the combined 2L Standard of 200 pg/L for C9-C22 Aromatics.
■ EPH and VPH were detected in MW-25 during the sampling event. Hydrocarbon fractions
C11-C22 Aromatics were detected at a concentration of 310 pg/L, exceeding the combined
2L Standard of 200 pg/L for C9-C22 Aromatics.
■ EPH and VPH were also detected in MW-25D during the sampling event. Hydrocarbon
fractions C9-10 Aromatics were detected at concentrations below the 2B and 2L Standards.
C11-C22 Aromatics were detected at a concentration of 510 pg/L, exceeding the combined
2L Standard of 200 pg/L for C9-C22 Aromatics.
■ MTBE and pyrene were also detected in one or more monitoring wells at concentrations
below applicable 2L and 2B Standards.
4.3 Water Supply Well Analytical Results
Laboratory analytical results indicate that BTEX and naphthalene were not detected in the eight
water supply wells sampled on August 31, 2021. MTBE was detected in DW-Maurer-Influent at a
concentration of 0.94J pg/L which is below the 2L Standard of 20 pg/L. MTBE has historically
been present in this well. No other petroleum hydrocarbon constituents were detected in the water
supply wells. A summary of historic and recent water supply well sampling analytical results is
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Annual Groundwater Monitoring Report, September 2020 — August 2021 October 29, 2021
Colonial Pipeline Company, Kannapolis Booster Station Page 3
provided in Table 6. Water supply well locations are shown on Figure 7. A copy of the laboratory
analytical report and chain -of -custody records are included in Appendix B.
5.0 REMEDIATION SYSTEM PERFORMANCE
5.1 Air Sparge Trench Remediation System
The air sparge trench remediation system was brought on-line in June 1998 to treat shallow
groundwater prior to migration off -Site. The air sparge system continues to operate to aid in the
removal of benzene and MTBE from groundwater in the vicinity of monitoring wells MW-8 and MW-
13. The air sparge trench operated continuously during the reporting period; however, it was shut
down approximately two weeks prior to the August 30, 2021 groundwater sampling event to allow
for collection of representative groundwater samples.
5.2 Bio-Sparge and Bio-Venting Systems
The bio-sparge and bio-venting systems were brought on-line on March 7, 2017 to address soil
and groundwater impacts associated with the 2015 diesel fuel releases. The bio-sparge system
ran continuously during the reporting period. The bio-venting system ran approximately 75% of the
time during the reporting period due to fouling of float switches. Approximately two weeks prior to
the August 30, 2021 groundwater sampling event, the bio-sparge and bio-venting systems were
shut down to allow for collection of representative groundwater samples.
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6.1 Conclusions
During the February 2021 monitoring event, Benzene was detected above 2L and 2B Standards in
monitoring wells MW-13 and MW-24. Detections of benzene in MW-13 and MW-24 are associated
with historic releases at the Site. Benzene concentrations in MW-13 have decreased overall since
1998. C5-C8 Aliphatic concentrations exceeded the applicable 2B standards in MW-24. Although
2B Surface Water Standards were exceeded in MW-13 and MW-24, any discharge of the
groundwater plume to surface water would not likely contravene the surface water standards within
the surface water body.
During the August 2021 monitoring event, C9-C18 Aliphatic concentrations exceeded 2B
Standards in MW-24. C11-C22 Aromatics exceeded the applicable 2L Standard in MW-24, MW-25,
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and MW-25D. MW-13 was not sampled because the well was submerged under standing water at
the time of sampling. Discharge of the groundwater plume to surface water would not likely
contravene the surface water standards within the surface water body.
Results of the water supply well sampling indicated an absence of petroleum hydrocarbon
constituents in the water supply wells with the exception of MTBE, which was detected in the
Mauer well (DW-Maurer-Influent) and concentrations below the 2L Standard of 20 pg/L. Colonial
will continue to maintain the off -Site POE water treatment systems and Apex will continue annual
sampling of select water supply wells.
6.2 Recommendations
On behalf of CPC, Apex recommends the continuation of the semiannual groundwater and annual
private well sampling program. The next sampling event will be performed in February 2022.
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TABLES
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Table 1
Summary of Groundwater Monitoring Program
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Top of Casing
Screen
Total Depth
Analysis
Well ID
Elevation
Interval
Sampling Frequency
(ft. BGS)
(Following Establishment of COCs)
(ft. MSL)
(ft. BGS)
MW-1
717.24
23.5
3.5 - 23.5
NA
NA
MW-2
708.52
103
88 - 103
NA
NA
(MW-2D)
MW-3
716.64
24
4 - 24
NA
NA
MW-4
729.9
28
8 - 28
BTEX and MTBE by EPA Method 602
Semiannual
MW-5
726.87
19
4 -19
NA
NA
MW-6
724.61
15
5-15
BTEX and MTBE by EPA Method 602
Semiannual
MW-7
725.1
58
53 -58
NA
NA
(MW-6D)
MW-8
710.26
20
10 - 20
BTEX and MTBE by EPA Method 602
Semiannual
MW-13
707.35
22
2 - 22
BTEX and MTBE by EPA Method 602
Semiannual
MW-14
707.03
15
3-15
NA
NA
(MW-17)
MW-15
706.23
109
--
NA
NA
MW-16
--
--
--
NA
NA
MW-17
707.45
--
--
NA
NA
(MW-TR1 U)
MW-18
706.79
--
--
NA
NA
(MW-TR1 D)
MW-23
726.70
15
5-15
NA
NA
Page 1 of 2

Table 1
Summary of Groundwater Monitoring Program
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Top of Casing
Screen
Well ID
Elevation
Total Depth
Interval
Analysis
Sampling Frequency
(ft. BGS)
(Following Establishment of COCs)
(ft. MSL)
(ft. BGS)
BTEX by EPA Method 602;
MW-24
724.61
22
12 - 22
SVOCs by EPA Method 625; MADEP VPH
Semiannual
and EPH
BTEX by EPA Method 602;
MW-25
724.32
17
7 - 17
SVOCs by EPA Method 625; MADEP VPH
Semiannual
and EPH
BTEX by EPA Method 602;
MW-25D
724.00
74
69 - 74
SVOCs by EPA Method 625; MADEP VPH
Semiannual
and EPH
Notes:
-- - unknown
ft. - Feet
ft. MSL - Feet above mean sea level
BGS - Below ground surface
COCs - Constituents of Concern
NA - Not Applicable
BTEX - Benzene, toluene, ethylbenzene, and xylenes
MTBE - Methyl tert-butyl ether
EPA - United States Environmental Protection Agency
SVOCs - Semi -volatile Organic Compounds
MADEP - Massachusetts Department of Environmental Protection
VPH - Volatile Petroleum Hydrocarbons
EPH - Extractable Petroleum Hydrocarbons
Page 2 of 2

Table 2
Summary of Water Supply Well Information
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID
Last Name
First Name
M/M
Well Address
City
Home Phone
Well Access
Status
Well Status/Usage
DW-Allen
Allen
Wendy
Ms.
4658 Windy Road
Concord, NC 28027
[phone]
Access Granted
No system installed.
DW-Bethpage Presbyterian
Church
Bethpage Presbyterian
Church
8701 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
No system installed.
DW-Boan
Boan
Robin
Ms.
9500 Mooresville Road
Concord, NC 28027
704 786-4786
Access Granted
Nos stem installed.
DW-Brasin ton
Brasin ton
R.
Mr.
5557 Castle Road
Concord, NC 28027
704 786-7498
Access Granted
Nos stem installed.
DW-Brooks
Brooks
Cyrus
Mr.
5879 Alexander Road
Concord, NC 28027
704 938-3516
Access Granted
Nos stem installed.
DW-Buchanan
Buchanan
Kelly
Mrs.
8913 Gentry Lane
Concord, NC 28027
980 521-0676
Access Granted
Bottled water provided
DW-Cain
Aldag
Zachary
Mr.
8806 Mooresville Road
Concord, NC 28027
Access Granted
System
DW-Cain-Influent
DW-Cain-Effluent
DW-Cheeseman
Cheeseman
Rene
Ms.
5565 Castle Road
Concord, NC 28027
[phone]
Access Granted
No system installed.
DW-Childers
Childers
John
Mr.
4920 Wakefield Drive
Concord, NC 28027
[phone]
Access Granted
Nos stem installed.
DW-Childers-Influent
Access Granted
Nos stem installed.
DW-Clark
Clark
Francis
Mr.
9110 Mooresville Road
Concord, NC 28027
CPC Not
Permitted to
Access
No system installed.
DW-Cook
Coren
Everett
Mr.
9261 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System
DW-Cook-Effluent
DW-Cook-Influent
DW-Coren
Coren
Everett
Mr.
9221 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System. Bottled Water Provided.
DW-Coren-Influent
DW-Crainshaw
Crainshaw
Frank
Mr.
4675 Windy Road
Concord, NC 28027
704 786-3570
Access Granted
Nos stem installed.
DW-Crowe (MW-16)(')
Well No Longer Sampled - Owner Information Outdated
DW-Deaton
Deaton
John
Mr.
8899 Mooresville Road
Concord, NC 28027
704 788-8395
Access Granted
Nos stem installed.
DW-Daughtery
Daughtery
Karen
Ms.
9417 Gilbrook Road
Davidson, NC 28036
704 789-9359
Access Granted
Nos stem installed.
DW-Ellis
Ellis
Shane
Ms.
5020 Wakefield Drive
Concord, NC 28027
704 614-1331
Access Granted
System, bottled water provided.
DW-Elwood
Elwood
Mr. and Ms.
8820 Saxon Drive
Concord, NC 28027
[phone]
Access Granted
No system installed.
DW-Elwood-D
DW-Emerson
Emerson
Mr. and Ms.
9014 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System. Bottled Water Provided.
DW-Emerson-Effluent
DW-Emerson-Influent
DW-Franklin
Franklin
Hoe
Ms.
4412 Robins Nest Road
1 Concord, NC 28027
704 720-0517
Access Granted
Nos stem installed.
GW-Gaultney
Well No Longer Sampled - Owner Information Outdated
DW-Goodnight-New
Goodnight
Ed
Mr.
8907 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System. Bottled Water Provided.
DW-Goodnight-New-CV-1
DW-Goodnight-New-CV-2
DW-Goodnight-New-Influent
DW-Goodnight-Old
DW-Goodnight-Old-CV-1
DW-Goodnight-Old-CV-2
DW-Goodnight-Old-Influent
DW-Guenot
Guenot
Chris
Mr.
8912 Mooresville Road
Concord, NC 28027
Access Granted
System
DW-Harwood
Harwood
John
Mr.
5411 Sheridan Drive
Concord, NC 28027
704 786-1761
Access Granted
Nos stem installed.
DW-Johnston
Johnston
Rick
Mr.
4675 Windy Road
Concord, NC 28027
704 782-2478
Access Granted
Nos stem installed.
DW-Kann-Station(')
Colonial Pipeline Booster Station Well
DW-Keasler
Well No Longer Sampled - Owner Information Outdated
DW-Keenan
Watts
Lester
Mr.
9171 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System
DW-Keenan-Influent
DW-Kissiah
Kissiah
David
Mr.
4425 Robins Nest Road
Concord, NC 28027
704 792-9240
Access Granted
Nos stem installed.
DW-Laws
Laws
Jamie
Ms.
5220 Norwood Drive
ConcordNC 28027
,
Access Granted
Nos stem installed.
DW-Laws-Influent
Laws
Warren
Mr.
5212 Norwood Drive
704 786-8906
Access Granted
System
DW-Lunsford-D
Lunsford
Wayne
Mr.
8450 Mooresville Road
Concord, NC 28027
704 782-7495
Access Granted
Nos stem installed.
DW-Luther
Luther
Larry
Mr.
9191 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System. Bottled Water Provided.
DW-Luther-Effluent
Page 1 of 2

Table 2
Summary of Water Supply Well Information
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID
Last Name
First Name
M/M
Well Address
city
Home Phone
Well Access
Status
Well Status/Usage
DW-MacAnult -Influent
MacAnulty
Debbie
Ms.
5314 Sheridan Drive
Concord, NC 28027
704 788-1748
Access Granted
System. Bottled Water Provided.
DW-Maurer-CV-1
Maurer
David
Mr.
5111 Wakefield Drive
Concord, NC 28027
[phone]
Access Granted
System
DW-Maurer-CV-2
DW-Maurer
DW-Maurer-Influent
DW-Messimer-D
Mesimer
Larry
Mr.
5601 Alexander Road
Concord, NC 28027
[phone]
Access Granted
No system installed.
DW-Messimer-H
DW-Messimer-K
DW-Michael
Well No Longer Sampled - Owner Information Outdated
DW-MurphyMurphy
Duard
Mr.
9560 Barnett Road
Concord, NC 28027
704 786-4489
Access Granted
Nos stem installed.
DW-M ers
Myers
William
Mr.
1010 Dakota Street
Kannapolis, NC 28083
[phone]
Access Granted
No system installed.
DW-M ers-CV-1
DW-M ers-CV-2
DW-M ers-Influent
DW-Owens
Owens
Steve
Mr.
5221 Sheridan Drive
Concord, NC 28027
704 786-8747
Access Granted
Nos stem installed.
DW-Parker
Parker
Wayne
Mr.
4650 Windy Road
Concord, NC 28027
704 782-2463
Access Granted
Nos stem installed.
DW-Porter
Porter
Cecil
Mr.
8600 Mooresville Road
Concord, NC 28027
704 720-0846
1 Access Granted
System
DW-Poteat
Poteat
Keith
Mr.
4930 Wakefield Drive
Concord, NC 28027
704 782-4535
Access Granted
Nos stem installed.
DW-Preslar
Preslar
Mr.
5355 Norwood Road
Concord, NC 28027
704 723-9617
Access Granted
Nos stem installed.
DW-Re nolds
Reynolds
Pat
Mrs.
4401 Robins Nest Road
Concord, NC 28027
704 795-5152
Access Granted
Nos stem installed.
DW-Rhodes
Rhodes
Jim
Mr.
5300 Sheridan Drive
Concord, NC 28027
704 786-5269
Access Granted
Nos stem installed.
DW-Schaffner-Influent
Shaffner
James
Mr.
4930 Wakefield Drive
Concord, NC 28027
Access Granted
Nos stem installed.
DW-Schroeder
Schroeder
Don
Mr.
5361 Lynchburg Drive
Concord, NC 28027
704 938-1513
Access Granted
Nos stem installed.
DW-Shinn
Well No Longer Sampled - Owner Information Outdated
DW-Smith
Smith
Elizabeth
Ms.
9405 Mooresville Road
Concord, NC 28027
704 786-9284
Access Granted
System
DW-Smith-David
Smith
David
Mr.
8912 Gentry Drive
Concord, NC 28027
704 723-9617
Access Granted
Nos stem installed.
DW-Smith-Influent
Smith
Elizabeth
Ms.
9405 Mooresville Road
Concord, NC 28027
704 786-9284
Access Granted
System
DW-Snyder
Snyder
Mr. and Mrs.
9059 Sandburg Drive
Concord, NC 28027
704 785-8336
Access Granted
3 families
DW-Teal
Teal
Ralph
Mr.
5129 Norwood Drive
Concord, NC 28027
[phone]
Access Granted
Bottle Water Provided
DW-Teal-Effluent
DW-Teal-Influent
DW-Tucker
Guenot
Chris
Mr.
8912 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System
DW-Tucker-CV-1
DW-Tucker-CV-2
D W -Tucker-Infl uent(3)
DW-Wally
Wally
Cindy
Ms.
10800 Mooresville Road
Davidson, NC 28036
704 784-4094
Access Granted
Nos stem installed.
DW-Ware
Access Granted
Nos stem installed.
DW-Watts
Watts
Lester
Mr.
9171/8916 Mooresville
Road
Concord, NC 28027
[phone] /
[phone]
Access Granted
System. Bottled Water Provided.
DW-Watts-CV-1
DW-Watts-CV-2
DW-Watts-New-CV-2
DW-Watts-Influent
DW-Watts-New-Influent
DW-Wilkinson
Wilkinson
Jimmy
Mr.
9403 Mooresville Road
Concord, NC 28027
[phone]
Access Granted
System Removed per owner request.
Bottled water provided.
DW-Wright
Wright
Kath
Ms.
9202 Casey Drive
I Concord, NC 28027
704 720-9204
1 Access Granted
Notes:
CV-1 = 1 st carbon vessel effluent.
CV-2 = 2nd carbon vessel effluent
Influent = For point of entry system
Effluent = For pont of entry system.
(1) = DW-Crowe (MW-16) used as monitoring well only.
(2) = New well installed in 2010.
(3) = Tucker sold to Stief 3/2014.
Page 2 of 2

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-1
1 /31 /2001
717.24
6.70
710.54
2/7/2001
6.84
710.40
2/8/2001
6.80
710.44
2/9/2001
6.74
710.50
2/14/2001
6.22
711.02
2/21 /2001
6.54
710.70
8/16/2001
6.75
710.49
2/27/2002
6.32
710.92
8/28/2002
7.43
709.81
2/18/2003
5.15
712.09
8/18/2003
5.63
711.61
2/19/2004
5.45
711.79
8/17/2004
6.34
710.90
2/23/2005
5.64
711.60
8/16/2005
6.50
710.74
2/22/2006
5.85
711.39
8/16/2006
4.05
713.19
2/20/2007
5.78
711.46
8/15/2007
7.08
710.16
2/25/2008
6.20
711.04
8/27/2008
4.85
712.39
8/12/2010
6.18
711.06
9/8/2011
7.15
710.09
2/13/2012
6.14
711.10
8/3/2012
NM
NM
2/4/2013
6.3
710.94
2/19/2014
5.06
712.18
8/25/2014
6.67
710.57
2/23/2015
5.96
711.28
8/18/2015
7.57
709.67
12/3/2015
5.10
712.14
2/16/2016
4.29
712.95
8/19/2016
6.71
710.53
2/7/2017
6.46
710.78
8/15/2017
7.00
710.24
2/1 /2018
6.29
710.95
8/16/2018
6.32
710.92
2/15/2019
5.95
711.29
8/8/2019
7.09
710.15
2/18/2020
5.40
711.84
8/6/2020
6.30
710.94
2/18/2021
4.03
713.21
8/30/2021
7.19
710.05
Page 1 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-2 (MW-2D)
1/31/2001
708.52
3.40
705.12
2/7/2001
13.80
694.72
2/8/2001
13.50
695.02
2/9/2001
12.97
695.55
2/14/2001
13.25
695.27
2/21 /2001
13.72
694.80
7/23/2001
14.15
694.37
8/16/2001
14.30
694.22
8/20/2001
5.83
702.69
8/22/2001
9.20
699.32
2/27/2002
10.50
698.02
8/28/2002
10.60
697.92
2/18/2003
9.63
698.89
8/18/2003
6.68
701.84
2/19/2004
11.35
697.17
8/17/2004
4.70
703.82
2/23/2005
12.49
696.03
12/3/2015
3.58
704.94
MW-3
1 /31 /2001
716.64
11.48
705.16
2/7/2001
11.86
704.78
2/8/2001
12.15
704.49
2/9/2001
12.48
704.16
2/14/2001
13.04
703.60
2/21 /2001
13.40
703.24
8/16/2001
13.30
703.34
2/27/2002
11.15
705.49
8/28/2002
13.95
702.69
2/18/2003
10.28
706.36
8/18/2003
9.17
707.47
2/19/2004
9.28
707.36
8/17/2004
10.61
706.03
2/23/2005
10.77
705.87
12/3/2015
9.33
707.31
MW-4
1 /31 /2001
729.9
15.57
714.33
2/7/2001
15.58
714.32
2/8/2001
15.51
714.39
2/9/2001
14.90
715.00
2/12/2001
14.07
715.83
2/14/2001
13.45
716.45
2/16/2001
12.80
717.10
2/21 /2001
7.00
722.90
2/27/2001
6.70
723.20
3/2/2001
6.85
723.05
3/9/2001
4.97
724.93
3/19/2001
5.02
724.88
3/26/2001
5.65
724.25
4/2/2001
5.00
724.90
Page 2 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-4 continued
4/9/2001
729.9
3.80
726.10
4/16/2001
5.00
724.90
4/23/2001
4.04
725.86
4/27/2001
3.65
726.25
5/1 /2001
4.35
725.55
5/21 /2001
5.33
724.57
6/13/2001
4.75
725.15
7/3/2001
3.64
726.26
7/19/2001
4.10
725.80
7/23/2001
3.58
726.32
7/30/2001
4.30
725.60
8/14/2001
3.55
726.35
8/16/2001
3.30
726.60
9/5/2001
4.62
725.28
9/11 /2001
4.50
725.40
10/11 /2001
5.20
724.70
11 /7/2001
5.62
724.28
11 /21 /2001
5.26
724.64
12/18/2001
3.35
726.55
12/27/2001
4.65
725.25
1 /17/2002
6.16
723.74
2/26/2002
4.50
725.40
2/27/2002
4.75
725.15
3/14/2002
5.40
724.50
4/26/2002
6.75
723.15
5/10/2002
5.70
724.20
5/28/2002
3.80
726.10
6/19/2002
4.90
725.00
7/3/2002
5.85
724.05
8/20/2002
5.80
724.10
8/28/2002
5.80
724.10
2/18/2003
4.38
725.52
3/17/2003
3.55
726.35
4/28/2003
3.80
726.10
5/19/2003
3.30
726.60
6/5/2003
3.75
726.15
7/7/2003
4.38
725.52
8/18/2003
4.73
725.17
9/5/2003
5.10
724.80
10/6/2003
4.70
725.20
11 /21 /2003
4.90
725.00
12/8/2003
4.30
725.60
1 /29/2004
4.48
725.42
2/19/2004
1 4.50
725.40
3/9/2004
1 4.90
725.00
Page 3 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-4 continued
4/6/2004
729.9
4.00
725.90
5/7/2004
4.64
725.26
6/8/2004
4.66
725.24
7/22/2004
7.62
722.28
8/10/2004
7.15
722.75
8/17/2004
7.73
722.17
9/9/2004
6.40
723.50
2/23/2005
3.51
726.39
3/23/2005
6.95
722.95
4/11 /2005
4.35
725.55
5/5/2005
3.94
725.96
6/23/2005
3.80
726.10
7/7/2005
3.90
726.00
8/16/2005
5.50
724.40
9/9/2005
5.40
724.50
10/18/2005
5.82
724.08
11 /9/2005
6.70
723.20
12/20/2005
3.55
726.35
1 /18/2006
4.33
725.57
2/22/2006
5.32
724.58
2/20/2007
5.54
724.36
8/15/2007
8.45
721.45
2/25/2008
4.46
725.44
8/27/2008
4.90
725.00
2/11 /2009
8.66
721.24
8/20/2009
9.08
720.82
2/4/2010
6.06
723.84
8/12/2010
9.87
720.03
2/15/2011
11.73
718.17
9/8/2011
13.82
716.08
2/13/2012
10.76
719.14
8/3/2012
12.87
717.03
2/4/2013
13.12
716.78
2/19/2014
10.12
719.78
8/25/2014
11.03
718.87
2/23/2015
11.39
718.51
8/18/2015
13.96
715.94
12/3/2015
10.26
719.64
2/16/2016
8.46
721.44
8/19/2016
11.34
718.56
2/7/2017
12.01
717.89
8/15/2017
11.74
718.16
2/1 /2018
13.56
716.34
8/16/2018
12.2
717.70
2/15/2019
7.79
722.11
8/8/2019
10.65
719.25
2/18/2020
7.65
722.25
8/6/2020
8.50
721.40
2/18/2021
6.85
723.05
8/30/2021
11.92
717.98
Page 4 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-5
2/23/2001
726.87
13.27
713.60
2/27/2002
10.35
716.52
2/18/2003
9.50
717.37
8/17/2004
9.85
717.02
2/23/2005
9.24
717.63
8/12/2010
10.32
716.55
9/8/2011
12.34
714.53
2/13/2012
10.97
715.90
8/3/2012
NM
NM
2/4/2013
12.39
714.48
2/19/2014
10.76
716.11
8/25/2014
11.68
715.19
2/23/2015
11.41
715.46
8/18/2015
13.14
713.73
12/3/2015
10.02
716.85
2/16/2016
9.65
717.22
8/19/2016
11.22
715.65
2/7/2017
12.02
714.85
8/15/2017
11.94
714.93
2/1 /2018
12.76
714.11
8/16/2018
11.02
715.85
2/15/2019
9.73
717.14
8/8/2019
11.69
715.18
2/18/2020
8.75
718.12
8/6/2020
9.87
717.00
2/18/2021
7.58
719.29
8/30/2021
11.91
714.96
MW-6
1/31/2001
724.61
15.10
709.51
2/7/2001
15.18
709.43
2/8/2001
15.17
709.44
2/9/2001
15.18
709.43
2/14/2001
15.18
709.43
2/21 /2001
15.18
709.43
8/16/2001
15.52
709.09
2/27/2002
14.00
710.61
8/28/2002*
30.45
694.16
2/18/2003
13.17
711.44
8/18/2003
11.62
712.99
2/19/2004
12.17
712.44
8/17/2004
12.98
711.63
2/23/2005
13.28
711.33
8/16/2005
12.97
711.64
2/22/2006
11.98
712.63
8/16/2006
12.55
712.06
2/20/2007
11.90
712.71
8/15/2007
14.23
710.38
2/25/2008
13.10
711.51
Page 5 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-6 continued
8/27/2008
724.61
12.78
711.83
2/11/2009
13.27
711.34
8/20/2009
13.86
710.75
2/4/2010
13.75
710.86
8/12/2010
12.15
712.46
2/15/2011
13.09
711.52
9/8/2011
DRY
DRY
2/13/2012
12.42
712.19
8/3/2012
13.66
710.95
2/4/2013
13.61
711.00
2/19/2014
12.02
712.59
8/25/2014
13.31
711.30
2/23/2015
13.01
711.60
8/18/2015
14.50
710.11
12/3/2015
11.63
712.98
2/16/2016
11.24
713.37
8/19/2016
13.05
711.56
2/7/2017
13.35
711.26
8/15/2017
13.36
711.25
2/1 /2018
14.28
710.33
8/16/2018
12.93
711.68
2/15/2019
11.67
712.94
8/8/2019
13.50
711.11
2/18/2020
10.12
714.49
8/6/2020
11.80
712.81
2/18/2021
7.97
716.64
Page 6 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-7 (MW-6D)
1/31/2001
725.52
1
21.40
704.12
2/7/2001
30.48
695.04
2/8/2001
30.40
695.12
2/9/2001
29.23
696.29
2/14/2001
30.12
695.40
2/21 /2001
30.60
694.92
7/23/2001
31.02
694.50
8/16/2001
31.15
694.37
8/20/2001
22.75
702.77
8/22/2001
26.12
699.40
2/27/2002
27.40
698.12
8/28/2002A
14.62
710.90
2/18/2003
26.50
699.02
8/18/2003
23.60
701.92
2/19/2004
28.17
697.35
8/17/2004
21.69
703.83
2/23/2005
29.37
696.15
8/16/2005
28.75
696.77
2/22/2006
25.10
700.42
8/16/2006
28.75
696.77
2/20/2007
26.68
698.84
8/15/2007
28.68
696.84
2/25/2008A
13.10
712.42
8/27/2008
28.60
696.92
9/8/2011
23.76
701.76
2/13/2012
21.12
704.40
8/3/2012
NM
NM
2/4/2013
1 21.69
1 703.83
8/18/2015
NM
NM
12/3/2015
20.38
705.14
8/30/2021 **
22.41
703.11
Page 7 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-8
1 /31 /2001
710.26
6.72
703.54
2/7/2001
6.80
703.46
2/8/2001
6.97
703.29
2/9/2001
7.08
703.18
2/14/2001
7.20
703.06
2/21 /2001
7.37
702.89
8/16/2001
7.75
702.51
2/27/2002
6.65
703.61
8/28/2002
8.60
701.66
2/18/2003
6.25
704.01
8/18/2003
6.13
704.13
2/19/2004
6.00
704.26
8/17/2004
6.36
703.90
2/23/2005
6.28
703.98
8/16/2005
6.55
703.71
2/22/2006
5.75
704.51
8/16/2006
7.08
703.18
2/20/2007
6.70
703.56
8/15/2007
15.80
694.46
2/25/2008
7.50
702.76
8/27/2008
10.30
699.96
2/11 /2009
6.13
704.13
8/20/2009
7.90
702.36
2/4/2010
6.00
704.26
8/12/2010
6.52
703.74
2/15/2011
6.69
703.57
9/8/2011
8.82
701.44
2/13/2012
6.23
704.03
8/3/2012
7.12
703.14
2/4/2013
6.72
703.54
2/19/2014
6.08
704.18
8/25/2014
4.67
705.59
2/23/2015
6.62
703.64
8/18/2015
7.87
702.39
12/3/2015
6.22
704.04
2/16/2016
5.82
704.44
8/19/2016
7.25
703.01
2/7/2017
6.48
703.78
8/15/2017
7.14
703.12
2/1 /2018
6.44
703.82
8/16/2018
7.14
703.12
2/15/2019
6.43
703.83
8/8/2019
7.26
703.00
2/18/2020
6.16
704.10
8/6/2020
6.63
703.63
2/18/2021
5.91
704.35
8/30/2021
7.05
703.21
Page 8 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-9 (MW-9D)
1/31/2001
711.84
7.78
704.06
2/7/2001
12.24
699.60
2/8/2001
15.85
695.99
2/9/2001
15.64
696.20
2/14/2001
15.83
696.01
2/21 /2001
16.25
695.59
8/16/2001
16.95
694.89
8/20/2001
9.20
702.64
8/22/2001
12.25
699.59
2/27/2002
13.20
698.64
8/28/2002
16.40
695.44
2/18/2003
12.46
699.38
8/18/2003
6.94
704.90
2/19/2004
12.75
699.09
8/17/2004
8.04
703.80
2/23/2005
15.13
696.71
MW-10 (MW-10D)
1/31/2001
706.24
3.70
702.54
2/7/2001
3.22
703.02
2/8/2001
3.14
703.10
2/9/2001
3.02
703.22
2/14/2001
3.40
702.84
2/21 /2001
2.50
703.74
8/16/2001
5.75
700.49
2/27/2002
3.80
702.44
8/28/2002
6.90
699.34
2/18/2003
2.30
703.94
2/19/2004
3.55
702.69
2/20/2004
4.55
701.69
8/17/2004
5.03
701.21
2/23/2005
3.54
702.70
MW-11
Abandoned
MW-12 (MW-12D)
1/31/2001
715.94
1
8.10
707.84
2/7/2001
8.37
707.57
2/8/2001
8.34
707.60
2/9/2001
8.35
707.59
2/14/2001
8.15
707.79
2/21 /2001
7.52
708.42
8/16/2001
9.77
706.17
2/27/2002
7.20
708.74
8/28/2002
10.87
705.07
2/18/2003
5.60
710.34
8/18/2003
6.25
709.69
2/19/2004
5.40
710.54
8/17/2004
9.25
706.69
2/23/2005
5.75
710.19
Page 9 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-13
1 /31 /2001
707.35
4.00
703.35
2/7/2001
4.63
702.72
2/8/2001
4.75
702.60
2/9/2001
4.75
702.60
2/14/2001
4.69
702.66
2/21 /2001
4.67
702.68
2/27/2002
4.85
702.50
8/28/2002
6.50
700.85
2/18/2003
4.66
702.69
8/18/2003
4.95
702.40
2/19/2004
4.15
703.20
8/17/2004
5.06
702.29
2/23/2005
4.25
703.10
8/16/2005
4.65
702.70
2/22/2006
4.02
703.33
8/16/2006
3.80
703.55
2/20/2007
4.30
703.05
8/15/2007
5.80
701.55
2/25/2008
3.90
703.45
8/27/2008
3.68
703.67
2/11 /2009
4.30
703.05
8/20/2009
5.36
701.99
2/4/2010
3.87
703.48
8/12/2010
4.91
702.44
2/15/2011
3.98
703.37
9/8/2011
5.10
702.25
2/13/2012
4.12
703.23
8/3/2012
NM
NM
2/4/2013
3.88
703.47
2/19/2014
3.86
703.49
8/25/2014
4.85
702.50
2/23/2015
4.65
702.70
8/18/2015
5.63
701.72
12/3/2015
3.55
703.80
2/16/2016
3.55
703.80
8/19/2016
4.99
702.36
2/7/2017
4.32
703.03
8/15/2017
4.71
702.64
2/1 /2018
3.69
703.66
8/16/2018
4.6
702.75
2/15/2019
3.91
703.44
8/8/2019
4.49
702.86
2/18/2020
3.62
703.73
8/6/2020
3.94
703.41
2/18/2021
3.41
703.94
8/30/2021 ^^
NM
NM
Page 10 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-14 (MW-17)
1/31/2001
707.15
4.02
703.13
2/7/2001
4.20
702.95
2/8/2001
4.25
702.90
2/9/2001
4.18
702.97
2/14/2001
4.05
703.10
2/21 /2001
4.15
703.00
8/16/2001
4.80
702.35
2/27/2002
4.35
702.80
8/28/2002
6.10
701.05
2/18/2003
4.00
703.15
8/18/2003
4.25
702.90
2/19/2004
4.50
702.65
8/17/2004
4.55
702.60
2/23/2005
3.53
703.62
12/3/2015
3.51
703.64
MW-15 (MW-17D)
1/31/2001
706.23
2.30
703.93
2/7/2001
23.10
683.13
2/8/2001
22.30
683.93
2/9/2001
16.82
689.41
2/14/2001
21.60
684.63
2/21 /2001
22.90
683.33
7/23/2001
15.15
691.08
8/16/2001
15.20
691.03
8/20/2001
3.60
702.63
8/22/2001
7.85
698.38
2/27/2002
11.00
695.23
2/18/2003
9.70
696.53
8/18/2003
5.90
700.33
2/19/2004
12.58
693.65
8/17/2004
4.00
702.23
2/23/2005
14.80
691.43
8/16/2005
12.20
694.03
2/22/2006
7.95
698.28
8/16/2006
12.20
694.03
2/20/2007
9.82
696.41
8/15/2007
11.90
694.33
8/27/2008
12.60
693.63
2/11 /2009
1 3.04
1 703.19
Page 11 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-16 (Crowe Well)
1/31/2001
718.48
15.10
703.38
2/7/2001
18.40
700.08
2/8/2001
18.95
699.53
2/9/2001
18.60
699.88
2/14/2001
18.80
699.68
2/21 /2001
18.85
699.63
8/16/2001
20.05
698.43
8/20/2001
16.22
702.26
8/22/2001
18.07
700.41
2/27/2002
17.98
700.50
8/28/2002
20.78
697.70
2/18/2003
16.82
701.66
8/18/2003
13.60
704.88
2/19/2004
16.25
702.23
8/17/2004
15.24
703.24
2/23/2005
18.00
700.48
8/16/2005
18.40
700.08
2/22/2006
15.00
703.48
8/16/2006
18.65
699.83
2/20/2007
16.37
702.11
8/15/2007
19.48
699.00
2/25/2008
16.95
701.53
8/27/2008
19.30
699.18
MW-17 (MW-TR1U)
2/23/2001
707.45
4.45
703.00
8/16/2001
5.10
702.35
2/27/2002
4.15
703.30
8/28/2002
6.35
701.10
2/18/2003
4.35
703.10
2/19/2004
4.00
703.45
8/17/2004
4.71
702.74
2/23/2005
3.68
703.77
12/3/2015
3.51
703.94
MW-18 (MW-TR1 D)
2/23/2001
706.79
3.88
702.91
8/16/2001
4.52
702.27
2/27/2002
4.10
702.69
8/28/2002
5.75
701.04
2/18/2003
3.75
703.04
2/19/2004
3.50
703.29
8/17/2004
4.12
702.67
2/23/2005
3.19
703.60
12/3/2015
3.32
703.47
MW-19 (MW-TR2U)
2/23/2001
707.97
5.18
702.79
8/16/2001
5.77
702.20
2/27/2002
5.45
702.52
8/28/2002
6.95
701.02
2/18/2003
5.05
702.92
2/19/2004
4.60
703.37
8/17/2002
5.62
702.35
2/23/2005
1 4.19
703.78
Page 12 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-20 (MW-TR2D)
2/23/2001
707.46
4.77
702.69
8/16/2001
5.71
701.75
2/27/2002
5.40
702.06
8/28/2002
7.00
700.46
2/18/2003
4.30
703.16
2/19/2004
4.18
703.28
8/17/2004
5.18
702.28
2/23/2005
4.42
703.04
8/19/2010
5.61
701.85
2/19/2014
4.93
702.53
8/25/2014
5.39
702.07
2/23/2015
4.74
702.72
MW-21 (MW-TR3U)
2/23/2001
711.47
7.46
704.01
8/16/2001
7.90
703.57
2/27/2002
7.00
704.47
8/28/2002
8.60
702.87
2/18/2003
6.85
704.62
2/19/2004
6.80
704.67
8/17/2004
6.86
704.61
2/23/2005
6.80
704.67
MW-22 (MW-TR3D)
2/23/2001
710.84
7.65
703.19
8/16/2001
8.13
702.71
2/27/2002
7.60
703.24
8/28/2002
9.00
701.84
2/18/2003
6.70
704.14
2/19/2004
6.50
704.34
8/17/2004
6.80
704.04
2/23/2005
6.73
704.11
MW-23
12/3/2015
726.70
7.72
718.98
2/16/2016
6.48
720.22
8/19/2016
8.82
717.88
2/7/2017
9.67
717.03
8/15/2017
9.49
717.21
2/1 /2018
11.11
715.59
8/16/2018
9.07
717.63
2/15/2019
6.03
720.67
8/8/2019
8.61
718.09
2/18/2020
5.66
721.04
8/6/2020
6.48
720.22
2/18/2021
4.57
722.13
8/30/2021
9.38
717.32
Page 13 of 14

Table 3
Summary of Groundwater Elevation Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well Number
Date
Elevation of TOC
(ft. MSL)
Depth to Water
(ft.)
Groundwater
Elevation
ft. MSL
MW-24
12/3/2015
724.61
6.54
718.07
2/16/2016
6.16
718.45
8/19/2016
7.46
717.15
2/7/2017
8.49
716.12
8/15/2017
7.92
716.69
2/1 /2018
9.07
715.54
8/16/2018
7.23
717.38
2/15/2019
5.91
718.70
8/8/2019
8.00
716.61
2/18/2020
5.26
719.35
8/6/2020
6.06
718.55
2/18/2021
4.67
719.94
8/30/2021
8.02
716.59
MW-25
12/3/2015
724.32
8.34
715.98
2/16/2016
8.11
716.21
8/19/2016
9.28
715.04
2/7/2017
10.60
713.72
8/15/2017
10.28
714.04
2/1/2018
10.61
713.71
8/16/2018
8.91
715.41
2/15/2019
8.06
716.26
8/8/2019
9.97
714.35
2/18/2020
7.24
717.08
8/6/2020
8.20
716.12
2/18/2021
6.94
717.38
8/30/2021
9.99
714.33
MW-25D
12/3/2015
724.00
19.70
704.30
2/16/2016
19.13
704.87
8/19/2016
22.77
701.23
2/7/2017
20.57
703.43
8/15/2017
22.04
701.96
2/1 /2018
11.80
712.20
8/16/2018
21.63
702.37
2/15/2019
18.99
705.01
8/8/2019
21.65
702.35
2/18/2020
18.74
705.26
8/6/2020
20.25
703.75
2/15/2021
18.58
705.42
8/30/2021
1 22.25
701.75
Notes:
TOC elevations obtained from ESP Associates survey (4/2001) and TWT survey (12/2015),
with the exception of MW-15.
Monitor well numbers modified January 2001. Former well designations in parenthesis.
TOC - Top of casing
NM - Not Measured
ft. - Feet
ft. MSL - Feet above mean sea level
"* = Depth to water exceeds total well depth; wells MW-6 and MW-7 likely mislabeled on gauging notes.
"^" = Depth to water not consistent with historic values; wells MW-6 and MW-7 likely mislabeled on gauging notes.
"** = MW-7 was inadvertently sampled on 8/30/21 instead of MW-6 due to misidentification of well tag
"AA" = MW-13 was not gauged on 8/30/21 as the well was submerged in standing water
Page 14 of 14

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
n
Elevation
atioMSL
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
S13-1
8/14/2015
NM
5.0
2.67
4.03
1.36
8/15/2015
3.79
4.05
0.26
8/17/2015
3.60
4.10
0.50
8/18/2015
DRY
S13-2
8/14/2015
NM
5.0
2.16
3.78
1.62
8/15/2015
3.22
4.00
0.78
-
8/17/2015
3.65
3.85
0.20
-
8/18/2015
DRY
-
SB-3
8/14/2015
NM
5.0
0.99
4.03
3.04
-
8/15/2015
2.64
4.20
1.56
-
8/17/2015
3.99
4.20
0.21
-
8/18/2015
3.95
4.20
0.25
-
8/19/2015
DRY
-
SB-4
8/15/2015
722.57
13.55
7.13
13.27
6.14
713.72
8/17/2015
7.51
13.26
5.75
713.45
8/18/2015
8.48
9.42
0.94
713.83
8/19/2015
8.70
9.40
0.70
713.67
8/20/2015
8.59
9.40
0.81
713.75
8/21 /2015
8.80
9.10
0.30
713.69
8/24/2015
8.50
8.58
0.08
714.05
8/27/2015
8.84
9.01
0.17
713.68
12/16/2015
7.03
7.05
0.02
715.53
2/16/2016
ND
3.45
NA
719.12
8/19/2016
ND
4.42
NA
718.15
2/7/2017
ND
5.91
NA
716.66
8/15/2017
ND
5.64
NA
716.93
2/1/2018
ND
5.33
NA
717.24
8/16/2018
ND
4.21
NA
718.36
2/15/2019
ND
3.32
NA
719.25
8/8/2019
ND
5.12
NA
717.45
2/18/2020
ND
2.09
NA
720.48
8/6/2020
ND
2.50
NA
720.07
2/18/2021
ND
1.82
NA
720.75
9/22/2021
ND
3.38
NA
719.19
S13-5
(Converted to
RW-01)
8/15/2015
NM
11.43
7.11
9.57
2.46
-
8/17/2015
7.49
9.65
2.16
-
8/18/2015
8.61
9.66
1.05
-
8/19/2015
8.
1 10.92
2.00
-
8/20/2015
2.50
3.90
1 1.40
-
8/21 /2015
1.45
1.95
1 0.50
-
Page 1 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
n
Elevation (ft. atio
MSLSB-6
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
8/15/2015
723.17
14.7
8.68
10.05
1.37
714.11
8/17/2015
8.44
11.92
3.48
713.76
8/18/2015
8.88
10.04
1.16
713.97
8/19/2015
9.31
9.55
0.24
713.79
8/20/2015
5.64
8.50
2.86
716.73
8/21 /2015
9.04
10.06
1.02
713.84
8/24/2015
8.92
10.47
1.55
713.82
8/27/2015
9.34
9.60
0.26
713.76
12/16/2015
7.03
7.05
0.02
716.13
2/16/2016
ND
5.73
NA
717.44
8/19/2016
6.76
6.77
0.01
716.41
2/7/2017
ND
8.10
NA
715.07
8/15/2017
8.45
8.56
0.11
714.69
2/1/2018
8.01
8.02
0.01
715.16
8/16/2018
ND
6.32
NA
716.85
2/15/2019
ND
5.15
NA
718.02
8/8/2019
ND
7.52
NA
715.65
2/18/2020
4.69
4.73
0.04
718.47
8/6/2020
ND
5.44
NA
717.73
2/18/2021
ND
2.07
NA
721.10
9/22/2021
ND
6.60
NA
716.57
SB-7
8/15/2015
723.33
9.35
ND
7.50
NA
715.83
8/17/2015
7.68
7.72
0.04
715.64
8/18/2015
7.67
8.09
0.42
715.54
8/19/2015
8.23
8.24
0.01
715.10
8/20/2015
8.29
8.30
0.01
715.04
8/21/2015
ND
8.35
NA
714.98
8/24/2015
8.32
8.33
0.01
715.01
8/27/2015
ND
8.12
NA
715.21
12/16/2015
ND
6.05
NA
717.28
2/16/2016
ND
2.88
NA
720.45
8/19/2016
ND
3.32
NA
720.01
2/7/2017
ND
5.55
NA
717.78
Well
Abandoned
Page 2 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
Elevation (ft. atio
n
MSLSB-8
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
8/17/2015
722.60
12.76
ND
8.41
NA
714.19
8/18/2015
ND
8.49
NA
714.11
8/19/2015
ND
8.70
NA
713.90
8/20/2015
ND
8.60
NA
714.00
8/21 /2015
ND
8.62
NA
713.98
8/24/2015
ND
8.56
NA
714.04
8/27/2015
ND
8.75
NA
713.85
12/16/2015
ND
6.22
NA
716.38
2/16/2016
ND
4.70
NA
717.90
8/19/2016
ND
6.13
NA
716.47
2/7/2017
ND
6.89
NA
715.71
8/15/2017
ND
2.51
NA
720.09
2/1/2018
ND
3.60
NA
719.00
8/16/2018
ND
2.61
NA
719.99
2/15/2019
ND
2.68
NA
719.92
8/8/2019
ND
5.50
NA
717.1
2/18/2020
ND
2.16
NA
720.44
8/6/2020
ND
2.58
NA
720.02
2/18/2021
ND
3.36
NA
719.24
9/22/2021
ND
2.10
NA
720.5
S13-9
8/17/2015
722.62
9.75
7.45
9.75
2.30
714.53
8/18/2015
7.91
9.48
1.57
714.27
8/19/2015
8.41
9.48
1.07
713.91
8/20/2015
8.33
1 9.75
1.42
713.89
8/21 /2015
8.43
9.47
1.04
713.90
8/24/2015
8.37
9.54
1.17
713.92
8/27/2015
8.46
9.45
0.99
713.88
12/16/2015
ND
5.96
NA
716.66
2/16/2016
ND
3.60
NA
719.02
8/19/2016
ND
4.28
NA
718.34
2/7/2017
ND
5.64
NA
716.98
8/15/2017
ND
5.34
NA
717.28
2/1/2018
ND
6.37
NA
716.25
8/16/2018
ND
3.94
NA
718.68
2/15/2019
ND
3.63
NA
718.99
8/8/2019
ND
5.58
NA
717.04
2/18/2020
ND
2.92
NA
719.7
8/6/2020
ND
3.52
NA
719.1
2/18/2021
ND
2.22
NA
720.4
9/22/2021
ND
6.16
NA
716.46
Page 3 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
Elevation (ft. atio
n
MSLSB-10
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
8/17/2015
724.35
15.35
ND
10.53
NA
713.82
8/18/2015
ND
10.30
NA
714.05
8/19/2015
ND
10.45
NA
713.90
8/20/2015
ND
10.38
NA
713.97
8/21/2015
ND
10.40
NA
713.95
8/24/2015
ND
10.32
NA
714.03
8/27/2015
ND
10.50
NA
713.85
12/16/2015
ND
7.99
NA
716.36
2/16/2016
ND
6.49
NA
717.86
8/19/2016
ND
7.75
NA
716.60
2/7/2017
ND
8.73
NA
715.62
8/18/2017
ND
9.49
NA
714.86
2/1/2018
ND
9.13
NA
715.22
8/16/2018
ND
7.34
NA
717.01
2/15/2019
ND
6.29
NA
718.06
8/8/2019
ND
8.51
NA
715.84
2/18/2020
ND
5.50
NA
718.85
8/6/2020
ND
4.94
NA
719.41
2/18/2021
ND
4.80
NA
719.55
9/22/2021
ND
9.26
NA
715.09
S13-11
8/18/2015
725.36
15.19
ND
11.18
NA
714.18
8/19/2015
ND
11.30
NA
714.06
8/20/2015
ND
12.27
NA
713.09
8/21/2015
ND
11.35
NA
714.01
8/24/2015
ND
11.40
NA
713.96
8/27/2015
ND
11.55
NA
713.81
12/16/2015
ND
8.58
NA
716.78
2/16/2016
ND
6.29
NA
719.07
8/19/2016
ND
8.40
NA
716.96
2/7/2017
ND
8.90
NA
716.46
8/15/2017
ND
9.21
NA
716.15
2/1/2018
ND
9.58
NA
715.78
8/16/2018
ND
8.94
NA
716.42
2/15/2019
ND
6.07
NA
719.29
8/8/2019
ND
8.59
NA
716.77
2/18/2020
ND
5.61
NA
719.75
8/6/2020
ND
6.63
NA
718.73
2/18/2021
ND
4.79
NA
720.57
9/22/2021
ND
10.12
NA
715.24
Page 4 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
Elevation (ft. atio
n
MSLSB-12
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
8/18/2015
722.03
15.8
ND
7.75
NA
714.28
8/19/2015
ND
7.88
NA
714.15
8/20/2015
ND
7.36
NA
714.67
8/21/2015
ND
7.86
NA
714.17
8/24/2015
ND
7.89
NA
714.14
8/27/2015
ND
9.13
NA
712.90
12/16/2015
ND
5.96
NA
716.07
2/16/2016
ND
4.83
NA
717.20
8/19/2016
ND
6.46
NA
715.57
2/7/2017
ND
6.77
NA
715.26
8/15/2017
ND
7.14
NA
714.89
2/1/2018
ND
7.08
NA
714.95
8/16/2018
ND
6.13
NA
715.9
2/15/2019
ND
4.87
NA
717.16
8/8/2019
ND
6.88
NA
715.15
2/18/2020
ND
4.50
NA
717.53
8/6/2020
ND
5.61
NA
716.42
2/18/2021
ND
4.37
NA
717.66
9/22/2021
ND
7.86
NA
714.17
SB-13
8/19/2015
721.26
9
7.29
8.53
1.24
713.62
8/20/2015
7.33
8.45
1.12
713.62
8/21 /2015
7.58
8.65
1.07
713.38
8/24/2015
7.33
8.00
0.67
713.74
8/27/2015
7.45
8.55
1.10
713.50
12/16/2015
ND
5.30
NA
715.96
2/16/2016
ND
1.86
NA
719.40
8/19/2016
ND
3.10
NA
718.16
2/7/2017
ND
4.72
NA
716.54
Well
Abandoned
SB-14
8/19/2015
721.69
18
7.81
8.10
0.29
713.80
8/20/2015
7.65
8.90
1.25
713.69
8/21 /2015
7.75
7.80
0.05
713.93
8/24/2015
7.86
8.28
0.42
713.71
8/27/2015
7.80
8.33
0.53
713.74
12/16/2015
ND
5.80
NA
715.89
2/16/2016
ND
3.23
NA
718.46
8/19/2016
4.48
4.65
0.17
717.16
2/7/2017
5.50
6.10
0.60
716.02
8/15/2017
ND
5.83
NA
715.86
2/1/2018
ND
5.41
NA
716.28
8/16/2018
ND
3.87
NA
717.82
2/15/2019
Well
not located
8/8/2019
ND 6.26 NA
715.43
2/18/2020
ND
3.39
NA
718.30
8/6/2020
ND
2.68
NA
719.01
2/18/2021
ND
1.04
NA
720.65
9/22/2021
Well not located
Page 5 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
Elevation (ft. atio
n
MSLSB-15
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
8/19/2015
722.76
17.2
8.64
10.28
1.64
713.66
8/20/2015
8.68
9.33
0.65
713.90
8/21/2015
8.78
8.90
0.12
713.95
8/24/2015
8.79
8.84
0.05
713.96
8/27/2015
ND
8.95
NA
713.81
12/16/2015
ND
6.46
NA
716.30
2/16/2016
ND
5.00
NA
717.76
8/19/2016
ND
6.41
NA
716.35
2/7/2017
ND
7.47
NA
715.29
8/15/2017
ND
7.88
NA
714.88
2/1/2018
ND
7.60
NA
715.16
8/16/2018
ND
5.85
NA
716.91
2/15/2019
ND
4.52
NA
718.24
8/8/2019
ND
6.81
NA
715.95
2/18/2020
ND
3.71
NA
719.05
8/6/2020
ND
4.76
NA
718
2/18/2021
ND
3.22
NA
719.54
9/22/2021
ND
7.44
NA
715.32
SB-16
8/20/2015
722.88
12.5
ND
8.90
NA
713.98
8/21/2015
ND
8.85
NA
714.03
8/24/2015
ND
8.80
NA
714.08
8/27/2015
ND
9.00
NA
713.88
12/16/2015
ND
6.47
NA
716.41
2/16/2016
ND
3.24
NA
719.64
8/19/2016
ND
5.21
NA
717.67
2/7/2017
ND
7.21
NA
715.67
8/15/2017
ND
7.76
NA
715.12
2/1/2018
ND
7.53
NA
715.35
8/16/2018
ND
5.48
NA
717.40
2/15/2019
4.35
4.37
0.02
718.52
8/8/2019
ND
6.94
NA
715.94
2/18/2020
ND
2.75
NA
720.13
8/6/2020
ND
4.55
NA
718.33
2/18/2021
ND
2.13
NA
720.75
9/22/2021
ND
2.30
NA
720.58
SB-17
8/20/2015
722.88
13.8
ND
8.95
NA
713.93
8/21/2015
ND
8.95
NA
713.93
8/24/2015
ND
8.88
NA
714.00
8/27/2015
ND
9.09
NA
713.79
12/16/2015
ND
6.90
NA
715.98
2/16/2016
ND
5.79
NA
717.09
8/19/2016
ND
6.80
NA
716.08
2/7/2017
7.57
7.58
0.01
715.31
Well Abandoned
Page 6 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
Elevation (ft. atio
n
MSLSB-18
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
8/21/2015
721.87
15.8
ND
8.45
NA
713.42
8/24/2015
ND
8.38
NA
713.49
8/27/2015
ND
8.68
NA
713.19
12/16/2015
5.50
8.83
3.33
715.44
2/16/2016
4.20
4.21
0.01
717.67
8/19/2016
6.10
6.35
0.25
715.70
2/7/2017
6.06
1 6.89
0.83
715.58
8/15/2017
ND
3.20
NA
718.67
2/1/2018
ND
3.12
NA
718.75
8/16/2018
ND
2.32
NA
719.55
2/15/2019
ND
4.34
NA
717.53
8/8/2019
ND
4.34
NA
717.53
2/18/2020
ND
1.20
NA
720.67
8/6/2020
ND
1.65
NA
720.22
2/18/2021
ND
0.52
NA
721.35
9/22/2021
ND
2.34
NA
719.53
SB-19
8/21/2015
723.66
13.33
9.65
10.45
0.80
713.79
8/24/2015
9.67
10.06
0.39
713.88
8/27/2015
9.80
1 10.00
0.20
713.80
12/16/2015
7.52
7.57
0.05
716.13
2/16/2016
ND
4.42
NA
719.24
8/19/2016
5.80
5.95
1 0.15
717.82
2/7/2017
ND
7.43
1 NA
716.23
Well Abandoned
RW-1
8/24/2015
722.98
14.3
9.03
9.91
0.88
713.70
8/27/2015
9.20
10.20
1.00
713.50
12/16/2015
ND
6.86
NA
716.12
2/16/2016
ND
4.11
NA
718.87
8/19/2016
ND
5.10
NA
717.88
2/7/2017
ND
7.50
NA
715.48
8/15/2017
ND
6.90
NA
716.08
2/1/2018
ND
8.22
NA
714.76
8/16/2018
ND
4.96
NA
718.02
2/15/2019
ND
2.72
NA
720.26
8/8/2019
ND
6.49
NA
716.49
2/18/2020
ND
3.92
NA
719.06
8/6/2020
ND
5.22
NA
717.76
2/18/2021
ND
2.25
NA
720.73
9/22/2021
ND
7.07
NA
715.91
Page 7 of 8

Table 4
Recovery Well Gauging Data
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well
Date
Top of
Casing
Elevation
(ft. MSL)
Well Depth
(ft. BLS)
Depth to
LNAPL
(ft. TOC)
Depth to
Water
(ft. TOC)
LNAPL
Thickness
(ft.)
Groundwater
Elevation
(ft. MSL)(')
RW-2
8/24/2015
723.14
15
ND
9.25
NA
713.89
8/27/2015
ND
9.45
NA
713.69
12/16/2015
ND
7.05
NA
716.09
2/16/2016
ND
5.25
NA
717.89
8/19/2016
ND
6.63
NA
716.51
2/7/2017
ND
7.97
NA
715.17
8/15/817
ND
8.06
NA
715.08
2/1/2018
ND
8.53
NA
714.61
8/16/2018
Well
not located
2/15/2019
Well not located
8/8/2019
Well not located
2/18/2020
ND
2.56
NA
720.58
8/6/2020
ND
3.05
NA
720.09
2/18/2021
Well not located
9/22/2021
ND 3.83 NA 719.31
Notes:
ft. - Feet
ft. TOC - Feet below top of casing
ft. BLS - Feet below ground surface
ft. MSL - Feet above mean sea level
LNAPL - Light non -aqueous phase liquid
ND - None detected
NA - Not applicable
1 - Corrected groundwater elevations calculated for wells with LNAPL detections
Page 8 of 8

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
M=
a)
r
a)
a)
�
c
a
�
CL
�
CL
n�
E
o
E
0
N
0
CL
CL
a
0)
=
=
N
0)
=
VJ
N
_Y
O'
V
M
�6
C
d
+t+
W
3
=
=
M
s
+'
=
0)
M
V
aD
N
00
O
N
M
L
O
Ii
M
L
S
C
C
L)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
a
m
w
x
M E
a
a
m
U
s
o
U-
U-
z
a
a
U
U
c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-1
2/25/1998
ND
ND
ND
ND
85
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/1998
ND
ND
ND
ND
97
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
ND
ND
ND
ND
14
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/1999
ND
ND
ND
ND
110
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
ND
ND
ND
ND
ND
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
<1.0
<1.0
<1.0
<3.0
160
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
9.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
<1.0
<1.0
<1.0
<3.0
58
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
<1.0
<1.0
<1.0
<3.0
58
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<1.0
<1.0
<1.0
<1.0
17.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
<1.0
<1.0
<1.0
<1.0
1.7
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
<1.0
<1.0
<1.0
<3.0
40
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
<1.0
<1.0
<1.0
<3.0
19
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
<1.0
<1.0
<1.0
<3.0
5.9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2005
<1.0
<1.0
<1.0
<3.0
16
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/22/2006
<1.0
<1.0
<1.0
<3.0
8.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2006
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/20/2007
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2007
<1.0
<1.0
<1.0
<3.0
6.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/2008
<0.5
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2008
<0.5
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
NA
<100
<75
<75
<25
<100
(MW-2)
10/20/1997
ND
ND
ND
ND
59,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Abandoned
2/25/1998
ND
ND
ND
ND
110,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18-19/98
6
2
ND
ND
71,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
ND
ND
ND
ND
61,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/1999
ND
ND
ND
ND
32,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
ND
ND
ND
ND
38,000
NA
I NA
NA
I NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
3/6/2000
Abandoned
1 of 16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
O
_Y
O-
V
M
�6
C
y
+�+
w
ram+
3
=
=
M
s
+'
=
0)
M
V
00
/��
N
00
O
N
Ii
M
M
L
S
C
C
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-2 (MW-2D)
10/20/1997
ND
ND
ND
ND
2,100
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/1998
ND
ND
ND
ND
3,500
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18-19/98
ND
ND
ND
ND
2,700
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
ND
ND
ND
ND
4,200
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/1999
ND
ND
ND
ND
3,800
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/23/1999
ND
ND
ND
ND
5,900
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
ND
ND
ND
ND
6,300
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
<1.0
1.1
<1.0
6.5
4,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/31/2001
<1.0
<1.0
<1.0
<3.0
1,400
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
430
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/3/2015
<1.0
<1.0
<1.0
<1.0
5.2
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
<75
<75
<100
2of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds Method 6200B
Semi Volatile Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
O
_Y
O-
V
M
�6
C
y
+�+
w
ram+
3
=
=
M
s
+'
=
0)
M
V
00
N
00
O
N
Ii
M
M
L
S
C
C
/��
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-3
2/25/1998
ND
ND
ND
ND
21
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
ND
ND
ND
ND
590
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/20/1999
ND
ND
ND
ND
170
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
ND
ND
ND
ND
1,400
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
<1.0
<1.0
<1.0
<3.0
52
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
<1.0
<1.0
<1.0
<3.0
22
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/4/2015
<1.0
<1.0
<1.0
<1.0
0.83J
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
<75
<25
<100
3of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
x
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
=
=
N
0)
=
VJ
+�+
CL
V
�6
C
y
+�+
W
ram+
3
+'
=
=
M
s
+'
=
0)
M
U
00
N
00
O
N
N
_
51
3
0)
r m
r
=
v
O
O
Q.
N
'
U
U
U
ci
U
N
r
O
>+
t)
=
N
t
N
3
O
O
t
>+
Cn
O)
LO
M
m
w
x
M �.
a
a
m
U
s
o
U-
U-
z
a
a
U
U
U
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-4
1/31/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<1.0
<1.0
<1.0
<1.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
<1.0
<1.0
<1.0
<1.0
15.7
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/22/2006
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2006
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/20/2007
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2007
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/2008
<0.5
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/27/2008
<0.5
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/11/2009
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/20/2009
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2010
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/12/2010
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2011
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
9/8/2011
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/13/2012
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/3/2012
<1.0
<1.0
<1.0
<2.0
<1.0
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
4of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
c
c
.c
�
v
x
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
=
=
N
0)
=
VJ
N
+�+
CL
V
f6
�6
C
d
+�+
W
ram+
+'
_
=
M
s
+'
=
0)
M
U
00
N
00
O
N
N
_
51
3
0)
r m
r
=
th
v
O
O
Q.
N
'
U
U
U
ci
U
N
r
O
>+
t)
=
N
t
N
3
O
O
t
>+
Cn
O)
LO
M
m
w
x
M �.
a
a
m
U
s
o
U-
U-
z
a
a
U
U
U
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-4 continued
2/4/2013
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/29/2013
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2014
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/25/2014
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2015
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2015
<0.5
<0.5
<0.5
<1.5
<0.5
<4.9
<4.9
<4.9
<4.9
<4.9
ND
<4.9
<4.9
NA
<4.9
<4.9
<200
<200
<100
<100
<100
<200
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
NA
<2.0
<2.0
<100
<100
15J
<75
<25
<100
2/16/2016
<0.5
<0.5
<0.5
<0.5
<0.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/7/2017
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2017
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/1 /2018
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2018
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2019
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/8/2019
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2020
<0.50
< 0.50
< 0.50
< 0.50
< 0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/6/2020
<0.50
< 0.50
< 0.50
< 0.50
< 0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2021
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/30/2021
<0.50
< 0.50
< 0.50
< 0.50
< 0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
MW-5
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
1 <2.0
<2.0
1 <2.0
1 <10
ND
<2.0
<2.0
ND
1 <2.0
1 <2.0
<100
I <100
t <75
<75
<25
<100
5of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method
625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
O
_Y
O-
V
M
�6
C
y
+�+
w
ram+
3
=
=
M
s
+'
=
0)
M
V
00
N
00
O
N
Ii
M
M
L
S
C
C
/��
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-6
2/17/2000
2,000
1500
7,300
14,000
30,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
2,000
700
3,200
12,000
29,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
9
37
27
240
8,100
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
160
27
32
570
2,600
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<20.0
<20.0
<20.0
<20.0
3,500
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
354
<1.0
24.9
209
1,560
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
22
<1.0
<1.0
<3.0
400
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
260
13
4.6
4.4
410
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
260
46
10
31
340
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
160
52
<10
<30
76
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2005
370
110
19
30
84
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/22/2006
110
47
<10
<30
120
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2006
240
33
9.8 J
17
58
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/20/2007
150
32
<10
<30
<50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2007
310
63
17
31
68
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/2008
130
37
4.5
14.9
95
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2008
170
28
3.3
8.9
230
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/11/2009
13.2
<1.0
<1.0
<2.0
23
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/20/2009
73.7
5
1.4
<2.0
33.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2010
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/12/2010
<1.0
<1.0
<1.0
<3.0
10.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2011
6.5
<1.0
<1.0
<2.0
4.9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
9/8/2011
NS
NS
NS
NS
NS
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/13/2012
3.6
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/3/2012
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2013
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/29/2013
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2014
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/25/2014
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2015
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
7.3J
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
10J
<25
<100
6of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic Compounds Method 6200B
Semi Volatile Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
c
c
.c
�
v
x
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
=
=
N
0)
=
VJ
+�+
CL
V
�6
C
y
+�+
W
ram+
3
+'
=
=
M
s
+'
=
0)
M
U
00
N
00
O
N
N
_
51
3
0)
r m
r
=
v
O
O
Q.
N
'
U
U
U
ci
U
N
r
O
>+
t)
=
N
t
N
3
O
O
t
>+
Cn
O)
LO
M
m
w
x
M �.
a
a
m
U
s
o
U-
U-
z
a
a
U
U
U
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-6 continued
2/16/2016
<0.5
<0.5
<0.5
<0.5
<0.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/7/2017
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2017
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/1/2018
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2018
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2019
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/8/2019
66
<0.50
1.0
1.5
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2020
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/6/2020
1 <0.50
1 <0.50
1 <0.50
<0.50
1 <0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2021
1 <1.0
I <1.0
I <1.0
<3.0
1 <1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
ENA
NA
NA
NA
NA
NA
NA
NA
7of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile
Organic Compounds
Method 625.1
MADEP-EPH/VPH
L
G1
++
(6
Sample ID
Sample Data
d
++
CL-
d
N
CU
m
t
t
R
E
E
O
ate.
O
L
}
d
a
O
=
=
d
Qa
a
O
O
M
+-
M
OO
N
a
CD
N
C
N
N
=
C
N
N
CL
f6
L
N
d
N
W
�
O
M
O
L-
O
L
s
O
N
i
U
L)
C)
ao
C)
L)
N
U
C
G)
t m
�+
C
N
r
C
'ZI
C
O
O
Q
d
L
0)
N
ate+
O
>+
O
U
a
N
t
N
'
O
f4
t
>+
G)
M
LO
M
0o
w
H
x
a
I a
M
U
M
G
I U-
U-
z
a
a
U
U
1 U
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-7 (MW-6D)
10/25/1995
ND
ND
ND
ND
57,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/12/95
ND
ND
ND
ND
80,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
04/15/97
ND
ND
ND
ND
40,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
07/16/97
ND
ND
ND
ND
42,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10/20/97
ND
ND
ND
ND
43,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/9/1999
ND
ND
ND
ND
25,900
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11/23/1999
ND
ND
ND
ND
10,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/31/2001
<1.0
<1.0
<1.0
<3.0
17,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
22,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
4.0
<1.0
<1.0
<3.0
12,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
7.1
<1.0
<1.0
<3.0
15,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<50.0
<50.0
<50.0
<50.0
4,120
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
5.1
<1.0
<1.0
<1.0
2,890
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
<1.0
<1.0
<1.0
<3.0
38
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
6.5
<1.0
<1.0
<3.0
1,800
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1.0
<1.0
<1.0
<3.0
2.7 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/22/2006
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2006
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/20/2007
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2007
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/2008
<0.5
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2008
<0.5
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/4/2015
<1.0
<1.0
<1.0
<1.0
2.8
<2.0
<2.0
<2.0
<2.0
LNA
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
12J
<25
<100
8/30/2021 *'
<0.50
<0.50
<0.50
<0.50
1.6
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds Method 6200B
Semi Volatile Organic Compounds Method 625.1
MADEP-EPH/VPH
L
G�
Sample ID
Sample Data
`�
(n
m
a
t
t
R
E
E
y
ate.
C
L
C
L
d
t
a
c
d
Q
Q
Q
t
a
O
O
N
N
C
+'
N
a
C
d
C
N
N
�+
Q-
U
V
C
W
rr
3
C
C
fd
s
+-
C
y
M
V
OO
N
ao
O
N
N
N
d
t m
L
N
N
�i
L
L
Q-
d
i
d
c)
L)
L)
L)
V
d
rr
O
%
U
C
N
t
N
3
c4
t
>+
G)
M
LO
M
0o
W
H
x
a
a
M
U
M
U.
U.
z
a
a
U
U
U
U
I U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(2)S)
Surface Water Standard (fag/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-8
2/17/2000
ND
ND
ND
ND
13,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
<1.0
<1.0
<1.0
<3.0
26,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
500
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
<1.0
<1.0
<1.0
<3.0
69
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
<1.0
<1.0
<1.0
<3.0
680
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
<1.0
<1.0
<1.0
<1.0
68.7
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
<1.0
<1.0
<1.0
<1.0
2,200
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
<1.0
<1.0
<1.0
<3.0
13,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
<1.0
<1.0
<1.0
<3.0
80
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1.0
<1.0
<1.0
<3.0
340
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
<10
<10
<10
<30
130
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/22/2006
<1.0
<1.0
<1.0
<3.0
9,600
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2006
<1.0
<1.0
<1.0
<3.0
860
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/20/2007
<1.0
<1.0
<1.0
<3.0
2,800
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2007
<1.0
<1.0
<1.0
<3.0
1,600
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/2008
<0.5
<1.0
<1.0
<3.0
580
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2008
<0.5
<1.0
<1.0
<3.0
640
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/11/2009
<1.0
<1.0
<1.0
<2.0
722
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/20/2009
<1.0
<1.0
<1.0
<2.0
475
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2010
<1.0
<1.0
<1.0
<2.0
231
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/12/2010
<2.0
<2.0
<2.0
<6.0
215
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2011
<1.0
<1.0
<1.0
<2.0
404
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
9/8/2011
<1.0
<1.0
<1.0
<2.0
37.9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/13/2012
<1.0
<1.0
<1.0
<3.0
28.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/3/2012
<1.0
<1.0
<1.0
<2.0
43.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2013
<1.0
<1.0
<1.0
<2.0
27.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/29/2013
<1.0
<1.0
<1.0
<2.0
22.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2014
<1.0
<1.0
<1.0
<2.0
3.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/25/2014
<1.0
I <1.0
<1.0
<2.0
27.0
NA
NA
NA
NA
NA
NA
NA
NA
INA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2015
<1.0
<1.0
<1.0
<2.0
24.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
INA
9of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic Compounds Method 6200B
Semi Volatile Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
c
c
.c
�
v
x
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
=
=
N
0)
=
VJ
+�+
CL
V
�6
C
y
+�+
W
ram+
3
+'
=
=
M
s
+'
=
0)
M
U
00
N
00
O
N
N
_
51
3
0)
r m
r
=
v
O
O
Q.
N
'
U
U
U
ci
U
N
r
O
>+
t)
=
N
t
N
3
O
O
t
>+
Cn
O)
LO
M
m
w
x
M �.
a
a
m
U
s
o
U-
U-
z
a
a
U
U
U
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-8 continued
8/18/2015
<0.5
<0.5
<0.5
<1.5
<0.5
<5.0
<5.0
<5.0
<5.0
<5.0
ND
<5.0
<5.0
ND
<5.0
<5.0
<200
<200
<100
<100
<100
<200
12/4/2015
<1.0
<1.0
<1.0
<1.0
18
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
191
<25
<100
2/16/2016
<0.5
<0.5
<0.5
<0.5
16
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
<1.0
<1.0
<1.0
<3.0
7.9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/7/2017
<1.0
<1.0
<1.0
<3.0
9.7
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2017
<0.50
<0.50
<0.50
<0.50
7.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/1/2018
<0.50
<0.50
<0.50
<0.50
11
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2018
<0.50
<0.50
<0.50
<0.50
6.6
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
NA
NA
2/15/2019
<0.50
<0.50
<0.50
<0.50
10
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/8/2019
<0.50
<0.50
<0.50
<0.50
6.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2020
<0.50
<0.50
<0.50
<0.50
9.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/6/2020
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2021
<1.0
<1.0
<1.0
<3.0
4.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/30/2021
<0.50
<0.50
<0.50
<0.50
7.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
10 of 16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
O
_Y
O-
V
M
�6
C
y
+�+
w
ram+
3
=
=
M
s
+'
=
0)
M
V
00
N
00
O
N
Ii
M
M
L
S
C
C
/��
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-13
10/20/1997
ND
ND
ND
ND
23,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/1998
190
ND
ND
ND
31,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18-19/98
3
ND
ND
ND
4,300
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
9
ND
ND
ND
10,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/1999
ND
ND
ND
ND
530
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
ND
ND
ND
ND
1,200
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
1.8
<1.0
<1.0
<3.0
510
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
2.9
<1.0
<1.0
<3.0
410
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
5.2
<1.0
<1.0
<3.0
290
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
1.2
<1.0
<1.0
<3.0
160
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2002
3.3
<1.0
<1.0
<1.0
134
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2003
<1.0
<1.0
<1.0
<1.0
1.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2003
8.3
<1.0
<1.0
<3.0
45
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
1.0
<1.0
<1.0
<3.0
3.8 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1.0
<1.0
<1.0
<3.0
18
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2005
1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2005
2.6
<1.0
<1.0
<3.0
5.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/22/2006
86
3.5
2.4
1.2
14.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2006
<1.0
<1.0
<1.0
<3.0
2.6 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
11 of 16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method
625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
c
c
.c
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
O
_Y
O.
V
M
�6
C
y
+�+
w
ram+
3
=
=
M
s
+'
=
0)
M
V
00
/��
N
00
O
N
Ii
M
M
L
S
C
C
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-13 continued
2/20/2007
3.5
<1.0
<1.0
<3.0
6.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2007
31
<1.0
<1.0
<3.0
6.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/2008
10
<1.0
<1.0
<3.0
2.9J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/28/2008
7.6
<1.0
<1.0
<3.0
3.8J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/11/2009
<1.0
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/20/2009
5.7
<1.0
<1.0
<2.0
1.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2010
2.1
<1.0
<1.0
<2.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/12/2010
8.3
<1.0
<1.0
<3.0
3.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2011
7.8
<1.0
<1.0
<2.0
6.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
9/8/2011
25.4
<1.0
<1.0
<2.0
1.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/13/2012
27.5
<1.0
<1.0
<3.0
3.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/3/2012
NS
NS
NS
NS
NS
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/4/2013
17.6
<1.0
<1.0
<2.0
2.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/29/2013
1.4
<1.0
<1.0
<2.0
1.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2014
6.6
<1.0
<1.0
<2.0
3.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/25/2014
14.0
<1.0
<1.0
<2.0
4.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2015
4.6
<1.0
<1.0
<2.0
5.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/18/2015
6.4
<0.5
<0.5
<1.5
1.0
<5.0
<5.0
<5.0
<5.0
<5.0
ND
<5.0
<5.0
ND
<5.0
<5.0
<200
<200
<100
53.9J
<100
<200
12/4/2015
7.1
<1.0
<1.0
<1.0
9.0
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
191
130
<25
<100
2/16/2016
32
1.3
0.85
1.00
5.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
6.6
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/7/2017
1.3
<1.0
<1.0
<3.0
3.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/15/2017
0.69
<0.50
<0.50
<0.50
8.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/1 /2018
1.9
<0.50
<0.50
<0.50
0.87
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2018
5.2
<0.50
<0.50
<0.50
2.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/15/2019
48
1.6
1.4
2.0
2.7
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/8/2019
2.8
<0.50
<0.50
<0.50
2.8
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2020
4.8
<0.50
<0.50
<0.50
11.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/6/2020
0.45J
<0.50
<0.50
<0.50
7.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/18/2021
1.9
<1.0
<1.0
<3.0
6.1+NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/30/2021^
NS
NS
NS
NS
NSNS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
12 of 16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
N
_Y
O'
V
M
�6
C
d
+�+
uJ
ram+
3
=
=
M
s
+'
=
0)
M
V
00
/��
N
00
O
N
Ii
M
M
L
S
C
C
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-17 (MW-TR1 U)
8/18/1998
38
ND
ND
ND
3,500
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
57
ND
ND
ND
2,400
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/1999
23
ND
ND
ND
370
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
86
18
6
ND
170
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
50
7.9
2.2
<3.0
100
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
21
1.9
1.6
<3.0
21
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
16
1.4
<1.0
<3.0
20
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
11
<1.0
<1.0
<3.0
12
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
NA
NA
12/4/2015
<1.0
<1.0
<1.0
<1.0
0.55J
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
110
<75
71J
<25
<100
MW-18 (MW-TR1 D)
8/18-19/98
ND
ND
ND
ND
240
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/1999
ND
ND
ND
ND
70
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/1999
ND
ND
ND
ND
20
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/17/2000
ND
ND
ND
ND
5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
12/4/2015
<1.0
<1.0
<1.0
<1.0
0.43J
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
<75
<25
<100
MW-23
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
140
<75
<75
<25
<100
13 of 16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds
Method 6200B
Semi Volatile
Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
N
O
d
C
a
N
C
>v
Q
a
a
L
L
0)
C
N
r_
w
Q
ca
V
M
�6
O
C
y
+t+
W
r
O
+'
O
0)
C
M
s
+'
C
0)
M
C�
00
�
N
00
CD
N
N
N
C
it
L
Ii
21�C
M
M
O
L
O
s
C
C
N
C.)
Li
Li
c)
V ♦N4
N
+�+
O
A
0)
V
C
N
t
N
'
3
O
Q
W
O
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-24
12/4/2015
1.01
14
<5.0
<5.0
<5.0
14
4.3J
1.9J
1.2J
<50
ND
9.3J
2.8J
ND
7.4J
7.3J
<100
160
640
1,100
750
410
2/16/2016
8.7
8.7
2.0 J
3.9
<2.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
4.2
4.1
1.4
<3.0
NA
10.2
4.9J
<0.33
<0.21
<0.79
ND
11.5
2.1J
ND
8.7
6.3
<100
<100
393
2,050
730
276
2/7/2017
4.7
4.8
1.3
<3.0
NA
9.2
4.8J
1.OJ
<0.21
<0.79
ND
10.6
1.5J
ND
7.3
6.6
<100
101
564
1,520
783
244
8/15/2017
1.4
3.9
0.53
0.88
NA
4.8J
1.9J
0.77J
0.29J
<8.0
ND
6.8J
<8.0
ND
1.5J
5.5J
<120
<120
340
660
280
180
2/1/2018 t
1.7
1.8
0.63
0.75
NA
8.6J
2.41
<16
<16
<16
ND
8.9J
<16
ND
<16
7.1J
<100
<100
280
620
280
160
8/16/2018
2.0
1.8
0.64
1.2
NA
5.7J
2.2J
<16
<16
<16
ND
4.1J
<16
ND
2.1J
3.1J
<100
<100
410
740
330
130
2/15/2019
13
14
3.3
7.4
NA
7.0
2.9 J
<3.2
<3.2
<16
ND
7.9
<3.2
ND
2.3 J
6.2
190
260
400
1,900
520
320
8/8/2019
0.45J
<0.50
<0.50
<0.50
NA
<8.0
<8.0
<8.0
<8.0
<40
ND
<8.0
<8.0
ND
<8.0
<8.0
<110
160
100
150
81
290
2/18/2020 t
8.3
16
2.2
7.9
1 NA
7.1 J
<8.0
<8.0
<8.0
<8.0
<8.0
6.2J
<8.0
5.3J
<8.0
6.1 J
180
230
1 500
1700
490
290
8/6/2020
4.9
2.0
1.1
2.7
NA
<8.0
<8.0
<8.0
<8.0
<40
<8.0
5.2J
<8.0
<8.0
<8.0
4.7J
<100
<100
200
790
220
140
2/18/2021
1.4
2.5
<1.0
<3.0
NA
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<100
<100
113
332
<100
<100
8/30/2021
<0.50
<0.50
<0.50
<0.50
NA
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
4.2 J
100
200
100
58 J
170
2200
MW-25
12/4/2015
<1.0
<1.0
<1.0
<1.0
1.1
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
<75
<25
<100
2/16/2016
<0.5
<0.5
<0.5
<0.5
1.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
<1.0
<1.0
<1.0
<3.0
NA
<0.25
<0.14
<0.33
<0.21
<0.79
ND
<0.21
<0.21
ND
<0.22
<0.19
<100
<100
<50.0
<50.0
<50.0
<100
2/7/2017
<1.0
<1.0
<1.0
<3.0
NA
<0.25
<0.14
<0.33
<0.21
<0.79
ND
<0.21
<0.21
ND
<0.22
<0.19
<100
<100
<50.0
<50.0
<50.0
<100
8/15/2017
0.61
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<1.6
ND
<1.6
<1.6
ND
<1.6
0.62J
<110
<110
<75
<75
<25
<110
2/1/2018
<0.50
<0.50
<0.50
<0.50
NA
<8.0
<8.0
<8.0
<8.0
<8.0
ND
<8.0
<8.0
ND
<8.0
0.68J
<100
<100
<75
<75
<25
<100
8/16/2018
<0.50
<0.50
<0.50
<0.50
NA
<8.0
<8.0
<8.0
<8.0
<8.0
ND
<8.0
<8.0
ND
<8.0
0.51J
<100
<100
<75
<75
<25
<100
2/15/2019
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
ND
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
8/8/2019
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
1.5J
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/18/2020
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
<1.6
1 <1.6
<1.6
1 ND
<1.6
1 <1.6
<100
<100
<75
<75
<25
<100
8/6/2020
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
0.86J
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/18/2021
<1.0
<1.0
<1.0
<3.0
NA
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<100
<100
<100
<100
<100
<100
8/30/2021
<0.50
<0.50
<0.50
<0.50
NA
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<100
<100
<75
<75
<25
310
14of16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds Method 6200B
Semi Volatile Organic
Compounds
Method 625.1
MADEP-EPH/VPH
L
0)
�
r+
Sample ID
Sample Data
°-
M
U
�
v
K
cs
t
w
w
v
a
cYa
r
�
a
�
�
n�
E
E
N
a
0)
=
=
N
0)
=
VJ
N
_Y
O'
V
M
�6
C
d
+�+
uJ
ram+
3
=
=
M
s
+'
=
0)
M
V
00
N
00
O
N
Ii
M
M
L
S
C
C
/��
C.)
Li
Li
c)
♦N4
V
N
+�+
O
A
0)
V
=
N
t
N
'
3
O
cd
t
A
Cn
O)
LO
M
m
w
x
m
U
s
o
1 U-
U-
z
a
a
U
U
I c)
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
12(52)S)
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-25D
12/4/2015
<1.0
<1.0
<1.0
<1.0
1.2
<2.0
<2.0
<2.0
<2.0
<10
ND
1 <2.0
<2.0
ND
<2.0
<2.0
<100
100
<75
<75
10
<25
<100
2/16/2016
<0.5
<0.5
<0.5
<0.5
1.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/19/2016
<1.0
<1.0
<1.0
<3.0
NA
<0.25
<0.14
<0.33
<0.21
<0.79
ND
<0.21
<0.21
ND
<0.22
<0.19
<100
<100
<50.0
<50.0
<50.0
<100
2/7/2017
<1.0
<1.0
<1.0
<3.0
NA
<0.25
<0.14
<0.33
<0.21
<0.79
ND
<0.21
<0.21
ND
<0.22
<0.19
<100
<100
<50.0
<50.0
<50.0
<100
8/15/2017
<0.50
<0.50
<0.50
<0.50
<0.50
<1.6
<1.6
<1.6
<1.6
<1.6
ND
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/1/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<1.6
<1.6
<1.6
<1.6
0.75J
0.44J
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
8/16/2018
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
ND
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/15/2019
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
ND
<1.6
<1.6
ND
<1.6
<1.6
NA
NA
<75
1 <75
<25
NA
8/8/2019 t
<0.50
<0.50
<0.50
<0.50
5.4
<1.6
<1.6
<1.6
<1.6
<8.0
1.4J
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/18/2020
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
<1.6
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
8/6/2020
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
<8.0
0.93J
<1.6
<1.6
ND
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/18/2021
<1.0
<1.0
<1.0
<3.0
NA
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<100
<100
<100
<100
<100
<100
8/30/2021
<0.50
<0.50
<0.50
<0.50
NA
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<8.0
<100
<100
<75
<75
5.6 J
510
Quality Assurance / Quality Control Samples
Du-1 (MW-4)
8/18/2015
<0.5
<0.5
<0.5
<1.5
<0.5
<4.8
<4.8
<4.8
<4.8
<4.8
ND
<4.8
<4.8
ND
<4.8
<4.8
<190
<190
<100
<100
<100
<190
Du 120415 MW-25D
12/4/2015
<1.0
<1.0
<1.0
<1.0
1.1
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
<100
<75
<75
<25
<100
Du 12032015 (MW-2)
12/3/2015
<1.0
<1.0
<1.0
<1.0
5.2
<2.0
<2.0
<2.0
<2.0
<10
ND
<2.0
<2.0
ND
<2.0
<2.0
<100
100
<75
<75
<25
<100
KSDUP MW-24
2/16/2016
7.7
12
2.1 J
3.8
<2.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP081916 (MW-8)
8/19/2016
<1.0
<1.0
<1.0
<3.0
7.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP020717 MW-8
2/7/2017
<1.0
<1.0
<1.0
<3.0
9.5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP08152017(MW-13)
8/15/2017
0.75
<0.50
<0.50
<0.50
7.9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP-1 MW-8
2/1/2018
<0.50
<0.50
<0.50
<0.50
9.7
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP-1(MW-24)
8/16/2018
1.8
1.9
0.61
1.1
<0.50
5.9J
2.1J
<16
<16
<80
ND
3.7J
<16
ND
1.9J
28J
<100
<100
340
700
360
110
DUP21519(MW-13)
02/15/19
48
1.6
1.3
2.0
3.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
15 of 16

Table 5
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile Organic Compounds Method 6200B
Semi Volatile Organic Compounds
Method 625.1
MADEP-EPH/VPH
L
G1
++
(6
Sample ID
Sample Data
++
CL-
d
N
O
CUK
r
m
a
t
t
R
E
E
N
ate+
O
L
}a
i
y
d
L
0
t
a
O
=
=
O
d
Q
Q
Q
t
a
O
O
M
+-
Cl)OO
N
a
CD
N
C
N
N
=
C
N
N
C
t
CL
f6
L
N
d
N
W
O
O
O
L
s
O
N
i
U
c)
L)
ao
L)
L)
N
C,)
N
ate+
O
>+
m
O
C
t)
C
C
N
�%
t
ZI
N
C
'
O
O
O
Q
M
d
t
d
>+
0)
T-
G)
M
LO
M
Cal
w
H
X
a
a
M
U
M
G
U-
U-
z
a
a
U
U
1 U
U
U
IU
NCAC 2L Standard (pg/L)
1
600
600
500
20
80
2,000
0.05
5
3
700
300
300
6
200
200
10,000*
700*
400*
200*
Surface Water Standard (pg/L)
1.19
68 (')
11
670 (2)
19 (2)
70 (')
300 (')
0.0028
0.32 (')
9.50
20 (')
50 (')
12
NE
20 (')
S
180 (S) (2)
180 (S) (2)
12(2)S)
NE
NE
DUP-1 (MW-24)
8/8/2019
<0.50
<0.50
<0.50
<0.50
1 5.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP-1 (MW-8)
2/18/2020
<0.50
<0.50
<0.50
<0.50
9.6
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP-1 (MW-4)
8/6/2020
<0.50
<0.50
<0.50
<0.50
<0.50
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP-1 (MW-4)
2/18/2021
<1.0
<1.0
<1.0
<3.0
<1.0
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
DUP-1 (MW-4)
8/30/2021
<0.50
1 <0.50
<0.50
<0.50
<0.50
1 NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Notes:
All concentrations reported in micrograms per liter (µg/L)
MADEP = Massachusetts Department of Environmental Protection
EPH = Extractable Petroleum Hydrocarbons
VPH = Volatile Petroleum Hydrocarbons
WS-II = Water Supply Class II
HQW = High Quality Waters
NE = No standard established
NA = Not analyzed
ND = Not detected
NS = Not Sampled
Bold = Detection exceeds North Carolina Administrative Code (NCAC) 2L Groundwater Standard
Gray fill indicates detection above the applicable Surface Water Standards (Indicated with superscript numerals 1 and 2)
No superscript numeral indicates the NCAC 26 Surface Water Standard for Water Supply (WS) Il, High Quality Waters (HQW) classification
(') = Environmental Protection Agency Nationally Recommended Water Quality Criteria for Aquatic Life and Human Health.
(2) = North Carolina Protective Values for Surface Waters
= Analyte was not detected at or above the reporting limit shown.
Final and interim groundwater quality standards
"J" = Estimated concentration between the method detection limit and the reporting limit.
"S" = Solubility exceeds toxicity; therefore, standard is met if no sheen is present on water surface or shoreline
t = Additional analytes were detected in these wells during the sampling event flagged:
MW-24, 2/1/2018: Benzo(a)pyrene at an estimated concentration of 1.0 µg/L which is above the 2L Standard of 0.005 µg/L and 2B Standard of 0.0028 µg/L for Total PAHs combined.
MW-25D, 8/8/2019: Di ethyl phthalate at an estimated concentration of 1.4 pg/L which is below the 2L Standard of 6,000 pg/L and the 213 Standard of 600 pg/L.
MW-25D, 8/8/2019: Phenol at a concentration of 11 µg/L which is below the 2L Standard of 30 µg/L and the 2B Standard of 4,000 µg/L.
MW-24, 2/18/2020: 1-Methylnaphthalene at an estimated concentration of 5.2 pg/L, which is above the Interim Maximum Allowable Concetration of 1.0 µg/L
MW-24, 8/6/2020: 1-Methylnaphthalene at an estimated concentration of 2.6J µg/L, which is above the Interim Maximum Allowable Concetration of 1.0 µg/L.
Monitor Well naming convention was modified January 2001. Former well designation in parentheses.
MW-7 was inadvertently sampled on 8/30/21 instead of MW-6 due to misidentification of well tag
"^" = MW-13 was not sampled on 8/30/21 as the well was submerged in standing water
16 of 16

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
12/20/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
4/10/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
DW-Allen
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/22/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
4/26/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Bethpage-
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
Church
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<1.0
<5.0
DW-Boan
5/8/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Brasington
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Brooks
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
9/11/2014
<0.5
<0.5
8.6
<3.0
<5.0
DW-Buchanan
8/27/2015
<0.5
<0.5
<0.5
<3.0
1 <5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
1 <1.0
DW-Cain
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Cain-Influent
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
8/25/2014
<0.5
<0.5
<0.5
<3.0
<5.0
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
-
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
DW-Cain-Effluent
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
DW-Cheeseman
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
-
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
2/16/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
DW-Childers
7/31/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Childers-
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
Page 1 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/13/2000
<1.0
I <1.0
I <1.0
1 <3.0
1 <5.0
DW-Clark
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/14/2002
<1.0
<1.0
<1.0
<3.0
<5.0
8/22/2017
Not Sampled - Could not contact owner
DW-Cook
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Cook-Effluent
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
1 <5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Cook-
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
<1.0
<1.0
8/22/2019
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
10/16/2020
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Coren
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
DW-Coren-
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/22/2017
<0.50
<0.50
1.3
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
<1.0
<1.0
8/22/2019
<0.50
<0.50
1.6
2.01
<5.0
<1.0
10/16/2020
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
12/7/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
3/27/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Crainshaw
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/22/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/9/1999
<1.0
<1.0
<1.0
<3.0
116
11/19/1999
<1.0
<1.0
<1.0
<3.0
1 990
1/6/2000
<1.0
<1.0
<1.0
<3.0
600
8/16/2000
<1.0
<1.0
<1.0
<3.0
200
2/6/2001
<1.0
<1.0
<1.0
<3.0
69
3/1/2001
<1.0
<1.0
<1.0
<3.0
42
8/16/2001
<1.0
<1.0
<1.0
<3.0
19
DW-Crowe
2/27/2002
<1.0
<1.0
<1.0
<3.0
5
(MW-16)I1I
8/28/2002
<1.0
<1.0
<1.0
<1.0
<1.0
2/18/2003
<1.0
<1.0
<1.0
<1.0
I <1.0
8/18/2003
<1.0
<1.0
<1.0
<3.0
<5.0
2/19/2004
<1.0
<1.0
<1.0
<3.0
<5.0
8/17/2004
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/17/2005
<1.0
<1.0
<1.0
<3.0
<5.0
2/22/2006
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
Page 2 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
DW-Dau hte
12/20/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
12/20/1999
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
DW-Deaton
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/22/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
-
DW-Ellis
8/27/2015
<0.5
<0.5
2.0
<3.0
<5.0
<1.0
1/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Elwood
9/13/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Elwood-D
5/7/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Elwood
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
9/28/2006
<1.0
I <1.0
<1.0
<3.0
<5.0
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
12/27/1999
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Emerson
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
4/26/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Emerson-
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
Effluent
3/14/2002
<1.0
I <1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Emerson-
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
3/14/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/11/2014
<0.5
<0.5
<0.5
<3.0
<5.0
-
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
DW-Gaultne
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Goodnight-
3/29/2000
<1.0
<1.0
<1.0
<3.0
72.4
New
4/17/2000
<1.0
<1.0
<1.0
<3.0
32
7/6/2000
<1.0
<1.0
2.2
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Goodnight-
9/28/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
New-CV-1
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Goodnight-
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
New-CV-2
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/27/2015
<1.0
<1.0
<1.0
<3.0
<5.0
<1.0
8/29/2215
<1.0
<1.0
<1.0
<3.0
<5.0
<1.0
8/29/2016
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
Page 3 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
7/18/2000
<1.0
<1.0
18
<3.0
6.2
8/16/2000
<1.0
<1.0
3
<3.0
<5.0
9/28/2000
<1.0
<1.0
4.7
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
DW-Goodnight-
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
New
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
-Influent
3/11/2004
<1.0
<1.0
<1.0
<3.0
<5.0
9/2/2004
<1.0
<1.0
<1.0
<2.0
<1.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
11/22/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2013
<0.5
<0.5
<0.5
<3.0
<5.0
8/25/2014
<0.5
<0.5
<0.5
<3.0
<5.0
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
0.991
<1.0
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
<1.0
<1.0
8/22/2019
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
10/16/2020
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
11/19/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
12/22/1999
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Goodnight-
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
Old
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
4/26/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Goodnight-
Old-CV-1
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Goodnight-
Old-CV-2
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Goodnight-
Old -Influent
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Harwood
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
DW-Johnson
12/20/1999
<1.0
<1.0
<1.0
<3.0
<5.0
6/6/2007
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<1.0
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2013
<0.5
<0.5
<0.5
<3.0
<5.0
-
DW-Kann-Station(Z)
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
<1.0
<1.0
8/22/2019
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
10/16/2020
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
DW-Keasler
10/2/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Keenan
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
4/26/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
Page 4 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Keenan-
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
3/14/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
DW-Kissiah
4/19/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
1/5/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Laws
5/22/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
7/31/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
1 <5.0
7/6/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Laws-
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
1 <5.0
12/28/2004
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2011
<1.0
<1.0
<1.0
<3.0
<5.0
9/11/2014
<0.5
<0.5
<0.5
<3.0
<5.0
DW-Lunsford-D
6/28/2000
<2.0
<2.0
<2.0
<4.0
<2.0
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
DW-Luther
4/26/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/11/2000
<5.0
<5.0
<5.0
<1.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/11/2000
<5.0
<5.0
<5.0
<1.0
<5.0
9/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Luther-
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Effluent
6/22/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/22/2004
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
i <3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011'
<0.5
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
1 <3.0
<5.0
Page 5 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-MacAnulty-
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/14/2002
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/11/2014
<0.5
<0.5
<0.5
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/4/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
6.3
5/1/2001
<1.0
<1.0
<1.0
1 <3.0
5.4
6/21/2001
<1.0
<1.0
<1.0
<3.0
31
DW-Maurer-
7/6/2001
<1.0
<1.0
<1.0
<3.0
<5.0
CV-1
8/20/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
6.1
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
5.8
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/4/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
1 <5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Maurer-
8/20/2001
<1.0
<1.0
<1.0
<3.0
<5.0
CV-2
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
I <1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
<5.0
9/2/2004
<1.0
<1.0
<1.0
<2.0
<1.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
-
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
Page 6 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
12/27/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Maurer
1/5/2000
<1.0
<1.0
<1.0
<3.0
<5.0
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
1 10
5/4/2000
<1.0
<1.0
<1.0
<3.0
28
5/25/2000
<1.0
<1.0
<1.0
<3.0
31
6/15/2000
<1.0
<1.0
<1.0
<3.0
32
7/18/2000
<1.0
<1.0
<1.0
<3.0
12
8/16/2000
<1.0
<1.0
<1.0
<3.0
40
9/28/2000
<1.0
<1.0
<1.0
<3.0
40
11/14/2000
<1.0
<1.0
<1.0
<3.0
33
12/13/2000
<1.0
<1.0
<1.0
<3.0
40
1/18/2001
<1.0
<1.0
<1.0
<3.0
34
2/23/2001
<1.0
<1.0
<1.0
<3.0
38
3/30/2001
<1.0
<1.0
<1.0
<3.0
39
5/1/2001
<1.0
<1.0
<1.0
<3.0
23
6/21/2001
<1.0
<1.0
<1.0
<3.0
31
8/20/2001
<1.0
<1.0
<1.0
<3.0
19
10/24/2001
<1.0
<1.0
<1.0
<3.0
28
3/1/2002
<1.0
<1.0
<1.0
<3.0
18
5/14/2002
<1.0
<1.0
<1.0
<1.0
21
7/10/2002
<1.0
<1.0
<1.0
<1.0
28
DW-Maurer-
11/6/2002
<1.0
<1.0
<1.0
<1.0
24
Influent
3/11/2003
<1.0
<1.0
<1.0
<3.0
12
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
16
9/2/2004
<1.0
<1.0
<1.0
<2.0
1 8.7
3/9/2005
<1.0
<1.0
<1.0
<3.0
6.9
8/29/2005
<1.0
<1.0
<1.0
<3.0
7.4
9/28/2006
<1.0
<1.0
<1.0
<3.0
5.2
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2013
<0.5
<0.5
<0.5
<3.0
1 <5.0
8/25/2014
<0.5
<0.5
<0.5
<3.0
<5.0
-
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
2.0.1
<1.0
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
1.9
<1.0
8/22/2019
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
10/16/2020
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
1 0.94J
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
0.59 J
<1.0
DW-Mesimer-D
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
DW-Mesimer-H
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
DW-Mesimer-K
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
DW-Michael
7/31/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Murphy
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
12/6/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
6/5/2007
<1.0
<1.0
<1.0
<1.0
<5.0
12/20/1999
<1.0
<1.0
<1.0
<3.0
1 48
DW-Myers
12/22/1999
<1.0
<1.0
<1.0
<3.0
81
1/5/2000
<1.0
I <1.0
<1.0
<3.0
51
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Myers-CV-1
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Myers-CV-2
1/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2000
<1.0
<1.0
<1.0
<3.0
66
2/16/2000
<1.0
<1.0
<1.0
<3.0
62
DW-Myers-Influent
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
2/19/2004
<1.0
<1.0
<1.0
<3.0
<5.0
12/27/1999
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
10/2/2000
<1.0
<1.0
<1.0
1 <3.0
<5.0
DW-Owens
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
i <1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<1.0
<5.0
Page 7 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
12/20/1999
<1.0
<1.0
<1.0
<3.0
<5.0
4/10/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Parker
9/28/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/22/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
DW-Porter
6/28/2000
<2.0
<2.0
<2.0
<4.0
<2.0
DW-Poteat
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Preslar
5/22/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Re nolds
4/10/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/28/2000
<2.0
<2.0
<2.0
<4.0
<2.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Rhodes
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/14/2002
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/11/2014
<0.5
<0.5
<0.5
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Schaffner-
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Schroeder
6/27/2000
<2.0
<2.0
<2.0
<4.0
<2.0
DW-Shinn
8/11/2000
<5.0
<5.0
<5.0
<1.0
<5.0
11/23/1999
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Smith
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
10/16/2020
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
5/22/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Smith-David
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
9/11/2014
<0.5
<0.5
<0.5
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Smith-Influent
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<1.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
-
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
7/6/2000
<1.0
<1.0
<1.0
<1.0
<1.0
-
DW-Snyder
9/17/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/18/2007
<1.0
<1.0
<1.0
<3.0
<5.0
8/25/2014
<0.5
<0.5
<0.5
<3.0
15
DW-Teal
8/25/2014(4)
<0.5
<0.5
<0.5
<3.0
7.4
-
DW-Teal-Effluent
8/27/2015
1 <0.5
<0.5
<0.5
<3.0
<5.0
1 <1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/27/2215
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
DW-Teal-Influent
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
Page 8 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
12/27/1999
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Tucker
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
4/26/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
19
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
27
7/6/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Tucker-CV-1
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
14
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
7.5
9/2/2004
<1.0
<1.0
<1.0
<2.0
<1.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<1.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<1.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<1.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<1.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/6/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Tucker-CV-2
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
5.5
9/2/2004
<1.0
<1.0
<1.0
<2.0
<1.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
-
8/27/2015
<0.5
<1.0
<1.0
<3.0
<5.0
<1.0
8/29/2016
<0.5
<1.0
<1.0
<3.0
<5.0
<1.0
Page 9 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
8.4
11/14/2000
<1.0
<1.0
<1.0
<3.0
16
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
23
2/23/2001
<1.0
<1.0
<1.0
<3.0
23
3/30/2001
<1.0
<1.0
<1.0
<3.0
24
5/1/2001
<1.0
<1.0
<1.0
<3.0
24
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/6/2001
<1.0
<1.0
<1.0
<3.0
36
8/16/2001
<1.0
<1.0
<1.0
<3.0
24
10/24/2001
<1.0
<1.0
<1.0
<3.0
20
3/1/2002
<1.0
<1.0
<1.0
<3.0
13
5/14/2002
<1.0
<1.0
<1.0
<1.0
11
DW-Tucker-
7/10/2002
<1.0
<1.0
<1.0
<1.0
14
Influent(')
11/6/2002
<1.0
<1.0
<1.0
<1.0
15
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
7.1
9/2/2004
<1.0
<1.0
<1.0
<2.0
3.9
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
2.8 J
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
1 <3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
<5.0
8/25/2014
<1.0
<1.0
<1.0
<3.0
<5.0
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
1.91
<1.0
8/24/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
1.3
<1.0
DW-Wally
6/28/2000
<2.0
<2.0
1 <2.0
<4.0
<2.0
-
DW-Ware
2/28/2001
<1.0
<1.0
<1.0
<3.0
<5.0
12/22/1999
<1.0
<1.0
<1.0
<3.0
26
DW-Watts
12/27/1999
<1.0
<1.0
<1.0
<3.0
<5.0
1/5/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/4/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
11
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
10/2/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/7/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
I <1.0
<3.0
<5.0
DW-Watts-CV-1
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
19
9/2/2004
<1.0
<1.0
I <1.0
<2.0
<1.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
Page 10 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
2/2/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/4/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/25/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
<1.0
<1.0
<3.0
<5.0
12/13/2000
<1.0
<1.0
<1.0
<3.0
<5.0
1/18/2001
<1.0
<1.0
<1.0
<3.0
<5.0
2/23/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
5/1/2001
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Watts-CV-2
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
<5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
<1.0
<1.0
<1.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
7/17/2003
<1.0
<1.0
<1.0
<3.0
6.3
7/30/2003
<1.0
<1.0
<1.0
<3.0
<5.0
3/11/2004
<1.0
<1.0
<1.0
<3.0
<5.0
9/2/2004
<1.0
<1.0
<1.0
<2.0
<1.0
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
9/5/2007
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Watts-New-CV2
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
2/2/2000
<1.0
<1.0
<1.0
<3.0
15
-
3/27/2000
<1.0
<1.0
<1.0
<3.0
<5.0
5/4/2000
<1.0
<1.0
<1.0
<3.0
19
5/25/2000
<1.0
<1.0
<1.0
<3.0
1 21
6/15/2000
<1.0
<1.0
1.5
<3.0
17
7/18/2000
<1.0
<1.0
<1.0
<3.0
30
8/16/2000
<1.0
<1.0
<1.0
<3.0
30
9/28/2000
<1.0
<1.0
<1.0
<3.0
51
11/14/2000
<1.0
<1.0
<1.0
<3.0
46
12/13/2000
<1.0
<1.0
<1.0
<3.0
49
1/18/2001
<1.0
<1.0
<1.0
<3.0
65
2/23/2001
<1.0
<1.0
<1.0
<3.0
1 73
3/30/2001
<1.0
<1.0
<1.0
<3.0
81
5/1/2001
<1.0
<1.0
<1.0
<3.0
75
DW-Watts-Influent
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2001
<1.0
<1.0
<1.0
<3.0
<5.0
10/24/2001
<1.0
<1.0
<1.0
<3.0
61
3/1/2002
<1.0
<1.0
<1.0
<3.0
24
5/14/2002
<1.0
<1.0
<1.0
<1.0
13
7/10/2002
<1.0
<1.0
<1.0
<1.0
69
11/6/2002
<1.0
<1.0
<1.0
<1.0
35
3/11/2003
<1.0
<1.0
<1.0
<3.0
30
7/17/2003
<1.0
<1.0
<1.0
<3.0
13
3/11/2004
<1.0
<1.0
<1.0
<3.0
23
9/2/2004
<1.0
<1.0
<1.0
<2.0
6.2
3/9/2005
<1.0
<1.0
<1.0
<3.0
<5.0
8/29/2005
<1.0
<1.0
I <1.0
<3.0
10
9/28/2006
1 <1.0
<1.0
<1.0
<3.0
4.4 J
9/5/2007
<1.0
<1.0
<1.0
<3.0
8.6
5/21/2009
1 <1.0
<1.0
<1.0
<3.0
<5.0
Page 11 of 12

Table 6
Water Supply Well Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Well ID77
Date
Benzene
Ethylbenzene
Toluene
Xylenes
MTBE
Naphthalene
NCAC 2L Standard (pg/L)
1
600
600
500
20
6
2/25/2008
<0.5
<1.0
<1.0
<3.0
<5.0
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
5/24/2011
<0.5
<1.0
<1.0
<3.0
<5.0
5/17/2012
<1.0
<1.0
<1.0
<3.0
1 <5.0
8/29/2013
<0.5
<0.5
<0.5
<3.0
<5.0
DW-Watts-New-
8/25/2014
<0.5
<0.5
<0.5
<3.0
<5.0
-
Influent
8/27/2015
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/29/2016
<0.5
<0.5
<0.5
<3.0
UJ
<1.0
8/22/2017
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
<1.0
<1.0
8/22/2019
<0.50
<0.50
<0.50
<3.0
<5.0
<1.0
10/16/2020
<0.50
<0.50
<0.50
<3.0
1 <5.0
<1.0
8/31/2021
<1.0
<1.0
<1.0
<1.0
<1.0
<1.0
2/2/2000
<1.0
<1.0
<1.0
<3.0
<5.0
-
DW-Wilkinson
10/2/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
DW-Wright
6/28/2000
1 <2.0
1 <2.0
1 <2.0
<4.0
<2.0
Notes:
All concentrations reported in micrograms per liter (pg/1)
2L Groundwater Quality Standard = NCAC 15A 2L .0202 Groundwater Quality Standard
MTBE = Methyl-tert-butyl ether
BTEX, MTBE, and naphthalene analyses by USEPA Method 8260D.
< = Not detected above reporting limit.
J = Estimated value below reporting limit.
Bold values indicate constituent detection.
CV-1 = 1 st carbon vessel effluent.
CV-2 = 2nd carbon vessel effluent.
Influent = for point -of -entry system.
Effluent = for point -of -entry system.
(1) DW-Crowe (MW-16) used as monitoring well only.
(2) New well installed in 2010.
(3) Tucker sold to Stief 3/2014.
(4) Sample re -run.
Page 12 of 12

FIGURES
``i
APEX

N.
USGS The National Map: National Boundaries Dataset, 3DEP Elevation
Program, Geographic Names Information System, National Hydrography
Dataset, 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.
0 1,000 2,000
Department of State Humanitarian Information Unit; and NOAA National
Centers for Environmental Information, U.S. Coastal Relief Model. Data
Feet
refreshed May, 2020.
CHECK BY: AS
FIGURE
DRAWN BY: CW
SITE LOCATION MAP
DATE: 10/14/2021
Awl
SCALE: AS SHOWN
COLONIAL PIPELINE COMPANY
Affk
CAD NO.: CPC21014
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
APEX
PRJ NO.: CPC21014

cl
LEGEND
— — PROPERTY LINE
X FENCE LINE
c COLONIAL PIPELINE'
ANCILLARY PIPING'
ASPHALT PAVED SB-1 RECOVERY WELL
® SB-7 RECOVERY WELL ABANDONED
® BV-1 BIO—VENTING WELL
SB-11 BS-1 BIO—SPARGE WELL
U
CHECK
BY AS
DRAWN
BY CW
DATE
10/14/2021
SCALE
AS SHOWN
CAD NO. CPC21014
PRJ NO. CPC21014
B-9
SCALE IN FEET
0 10 20 40
/5RW-01
NOTES: 1. ANCILLARY PIPING AND COLONIAL PIPELINE
LOCATIONS ARE APPROXIMATE AND ARE FOR FIGURE
PURPOSES ONLY.
2. MAP BASED OFF DRAWING ENTITLED "FACILITY MAP"
DATED APRIL 1, 2014 COMPLETED BY PROGRESSIVE
ENGINEERING AND CONSTRUCTION, INC.
SB-12
FIGURE
RECOVERY WELL LOCATIONS Ift
COLONIAL PIPELINE COMPANY ' 3
KANNAPOLIS BOOSTER STATION APEX
CONCORD, NORTH CAROLINA

1
1
1
DUKE POWER COMPANY
III II ' I
I
1
1
I x
1
1
I
1
1 x
IJ
3
I N
1
I
1
24" CMP
I
x
I
I x
1
1
I
1
1 x
I
I
1
Ix MW-12
1
1
I 0'
x POTABLE WATER
1 SUPPLY WELL
1
I
1
1 �x
MW-17 1
W-1W-13�
O
° X
MW
MW-15 �� x
o (RW-15)
I CHECK BY AS
/ DRAWN BY CW
MW-10D
/a DATE 10/14/2021
/ SCALE AS SHOWN
/CAD NO. CPC21014
/ PRJ NO. CPC21014
POND
LEGEND
- - PROPERTY LINE
X FENCE LINE
COLONIAL PIPELINE'
ANCILLARY PIPING'
Q5 MW-1 SHALLOW MONITORING WELL
MW-2 DEEP MONITORING WELL
MW-11 ABANDONED MONITORING WELL
19 RW-15 RECOVERY WELL
0 PZ-1 PIEZOMETER
0 PIG -SIGNAL
5-FOOT GROUNDWATER
-7
POTENTIOMETRIC CONTOUR
INTERVAL (FT. MSL)
(DASHED WHERE INFERRED)
717.00
GROUNDWATER ELEVATION
(FT. MSL)
ESTIMATED GROUNDWATER
FLOW DIRECTION
SCALE IN FEET
0 40 80 160
WELL DESIGNATION
UPDATE
FORMER WELL NAME
NEW WELL NAME
MW-1
MW-1
MW-2
ABANDONED
-
MW-2D
MW-2
MW-3
MW-3
MW-4
MW-4
MW-5
MW-5
MW-6
MW-6
MW-6D
MW-7
MW-7
ABANDONED
MW-8
MW-8
MW-9D
MW-9
MW-10D
MW-10
MW-11
ABANDONED
MW-11 ABANDONED
MW-12D
MW-12
MW-13
MW-13
MW-14
ABANDONED
MW-15
ABANDONED
MW-16
ABANDONED
-
MW-17
MW-14
MW-17D
RECOVERY WELL
MW-15
CROWE WELL
MW-16
TR-1U
MW-17
TR-1D
MW-18
TR-2U
MW-19
TR-2D
MW-20
TR-3U
MW-21
TR-3D
MW-22
NOTES: 1. ANCILLARY PIPING AND COLONIAL PIPELINE
LOCATIONS ARE APPROXIMATE AND ARE FOR FIGURE
PURPOSES ONLY.
2. MAP BASED OFF DRAWING ENTITLED "FACILITY MAP"
DATED APRIL 1, 2014 COMPLETED BY PROGRESSIVE
ENGINEERING AND CONSTRUCTION, INC.
3. DEEP WELLS NOT USED FOR CONTOURING
FIGURE
GROUNDWATER POTENTIOMETRIC SURFACE MAP
SURFICIAL SAPROLITE UNIT - AUGUST 30, 2021
COLONIAL PIPELINE COMPANY
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
lk 4
APEX

1
DUKE POWER COMPANY
I
1
I
I
I
1
I
1
1
I
1
I
I
1
I
1
I1
I
1
I
1
1
I
1
1
I
1
1
I
1
1
�x-x-x-x�
x
x Qx
x
9
m
x SUB STATION
0
L U
3
I �
MW-23
ASPHALT PAVED
MW-4
0.5
W-24 0BV-2
<0.5 LINE 2
MANIFOLD
BV-4
® BS- ®_7:
J-3 (SVE-5)
MNA
/ I LEGEND
PROPERTY LINE
x FENCE LINE
_ c COLONIAL PIPELINEI
ANCILLARY PIPING
1 Q5 MW-1 SHALLOW MONITORING WELL
1 MW-2 DEEP MONITORING WELL
IMW-11 ABANDONED MONITORING WELL
9 RW-1 RECOVERY WELL
0 PZ-1 PIEZOMETER
0 PIG —SIGNAL
® BV-1 BIO—VENTING WELL
BS-1 BIO—SPARGE WELL
!' 1 — BENZENE ISOCONTOUR (DASHED
x WHERE INFERRED)
4.9 BENZENE CONCENTRATION (pg/L)
2B STANDARD FOR BENZENE IS
1.19 MICROGRAM PER LITER (lug/L)
I 2L STANDARD FOR BENZENE
IS 1 lug/L
2 <0.50 BENZENE NOT DETECTED AT OR
ABOVE REPORTING LIMIT
J ESTIMATED CONCENTRATION
BETWEEN METHOD DETECTION LIMIT
AND REPORTING LIMIT
MW-25 „ 1
<0.50 /
MW-25
<0.
0 1
SCALE IN FEET
A 1., 0 40 80 160
AIRSPARGE
TRENCH
PZ-3
SPARGE
SYSTEM PAD MW-21
TREATMENT
SYSTEM PAD
M
UNE 1 O
D SIGNAL MW-2
MW-19 P -2
MW-20
MW-17 MW-/
13
O Z x
W-18
MW-14
5)'� x
ICHECK BY AS
IDRAWN BY CW I
DATE 10/14/2021
SCALE
AS SHOWN
CAD NO.
CPC21014
PRJ NO. CPC21014
POND
BENZENE ISOCONCENTRATION MAP
AUGUST 30, 2021
COLONIAL PIPELINE COMPANY
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
WELL DESIGNATION UPDATE
FORMER WELL NAME
NEW WELL NAME
MW-1
MW-1
MW-2
ABANDONED
MW-2D
MW-2
MW-3
MW-3
MW-4
MW-4
MW-5
MW-5
MW-6
MW-6
MW-6D
MW-7
MW-7
ABANDONED
-
MW-8
MW-8
MW-9D
MW-9
MW-10D
MW-10
MW-11
ABANDONED
MW-11 ABANDONED
MW-12D
MW-12
MW-13
MW-13
MW-14
ABANDONED
-
MW-15
ABANDONED
-
MW-16
ABANDONED
-
MW-17
MW-14
MW-17D RECOVERY WELL
MW-15
CROWE WELL
MW-16
TR-1U
MW-17
TR-1D
MW-18
TR-2U
MW-19
TR-2D
MW-20
TR-3U
MW-21
111-31)
MW-22
NOTES: 1. ANCILLARY PIPING AND COLONIAL PIPELINE
LOCATIONS ARE APPROXIMATE AND ARE FOR FIGURE
PURPOSES ONLY.
2. MAP BASED OFF DRAWING ENTITLED "FACILITY MAP"
DATED APRIL 1, 2014 COMPLETED BY PROGRESSIVE
ENGINEERING AND CONSTRUCTION, INC.
FIGURE
A 5
APEX

DUKE POWER COMPANY
I
I �x x-x-x�
I I1
1
' I MW-4
I
NA
x Q MW-23�
1 x
1
Ix ASPHALT PAYED
I
1
O
m By-1
BS-1
1 x SUB STATION _24-( _ �BV-2
I 0 2,370 LINE 2
Q MANIFOLD BV-4 /
1 ti
I BS-3
— x m BV-3 (SVE-5)
NW
I �
IMW-5 o N
1 24" CMP
LINE 1 rz
— — — _ — MANIFOLD %
I NA7�
I
I MW-6
x
1
1
/ I LEGEND
PROPERTY LINE
x FENCE LINE
_ COLONIAL PIPELINE'
ANCILLARY PIPING'
I e MW-1 SHALLOW MONITORING WELL
' MW-2 DEEP MONITORING WELL
IMW-11 ABANDONED MONITORING WELL
N RW-1 RECOVERY WELL
O PZ-1 PIEZOMETER
0 PIG -SIGNAL
® BV-1 BIO-VENTING WELL
Q5 BS-1 BIO-SPARGE WELL
-200— AROMATICS ISOCONTOUR (DASHED
x WHERE INFERRED)
4.9 AROMATICS CONCENTRATION (,ug/L)
2L STANDARD FOR AROMATICS
I IS 200 pg/L
<0.50 AROMATICS NOT DETECTED AT OR
ABOVE REPORTING LIMIT
2 ESTIMATED CONCENTRATION
BETWEEN METHOD DETECTION LIMIT
AND REPORTING LIMIT
NA NOT ANALYZED
NS NOT SAMPLED
W o /
I� 162 I
I
�1tlI SCALE IN FEET
0 40 80 160
I
1
I AIRSPARGE
TRENCH
1 PZ-3
1 x
I MW-1 SPARGE
SYSTEM PAD MW-21
o
I
I TREATMENT
SYSTEM PAD
x o Q M
I MW-12 N
1 LINE 1 O
RETENTION POND wG SIGNAL MW-2
x POTABLE WATER 2� P —2
/d Mw-1s
SUPPLY WELL
0
MW-20
MW-17 MW-13
L_
IU01011)
WELL DESIGNATION
UPDATE
FORMER WELL NAME
NEW WELL NAME
MW-1
MW-1
MW-2
ABANDONED
MW-2D
MW-2
MW-3
MW-3
MW-4
MW-4
MW-5
MW-5
MW-6
MW-6
MW-6D
MW-7
Mw-7
ABANDONED
MW-8
MW-8
MW-9D
MW-9
MW-10D
MW-10
MW-11
ABANDONED
MW-11 ABANDONED
MW-12D
MW-12
MW-13
MW-13
MW-14
ABANDONED
—
MW-15
ABANDONED
—
MW-16
ABANDONED
MW-17
MW-14
MW-17D
RECOVERY WELL
MW-15
CROWE WELL
MW-16
TR-1U
MW-17
TR-1D
MW-18
TR-2U
MW-19
TR-2D
Mw-20
TR-3U
-21
TR-3D
MW-22
OW
NOTES: 1. ANCILLARY PIPING AND COLONIAL PIPELINE
LOCATIONS ARE APPROXIMATE AND ARE FOR FIGURE
PURPOSES ONLY.
2. MAP BASED OFF DRAWING ENTITLED "FACILITY MAP"
DATED APRIL 1, 2014 COMPLETED BY PROGRESSIVE
ENGINEERING AND CONSTRUCTION, INC.
FIGURE
C9-C22 AROMATICS ISOCONCENTRATION MAP
AUGUST 30, 2021
COLONIAL PIPELINE COMPANY
KANNAPOLIS BOOSTER STATION CONCORD, NORTH CAROLINA APEX

POP=
u>
w �
Teal
6-
ew ff
Well
St
tow
*supj)'j' Well
Wei
r
Goo
I
SITE BOUNDARY PRIVATE SUPPLY WELLS N
CHECKED BY: KN
FIGURE
DRAWN BY: CW
1,000 FT BUFFER WELLS WITH POINT OF ENTRY (POE) SYSTEMS 0 250 500
PARCELS SURFACE WATER EMMME===�
Feet
WATER SUPPLY WELL LOCATION MAP
COLONIAL PIPELINE COMPANY
75%k
7
DATE: 10/26/2021
SCALE: AS SHOWN
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
CAD NO.: CPC21014
PRJ NO.:CPC21014

GROUNDWATER SAMPLING FIELD LOGS
``i
APEX

t..
APEX COMPANIES,
LLC
f. X
GROUND -WATER
SAMPLING
LOG
Date: �—AA1 II Time:
Apex Personnel:
J
Monitor Well Number:
iV i'!X_
Purpose of Sampling Event: rJ
Location (Site/FaciRy Name):
WeatherlTemp: j °C
Circle_
MeasuringPoint
( MP t ) p of casing, p of ground
r�
Law Flow purge rate: mL/min
Well Type: surface completion, above grad
Depth to Product (MP):
Well Cover Bolted: Yes No /#+
Well Screen Length: 5, 10, 15 20 feet
Depth to Water (MP):
Well Cap Condition Goo Replaced
Pump
Intake depth below water (MP):
Total Depth of Well (MP): r0 (0.1')
Well Cap Locked Yes, o, Replaced
Purging/Sampling Device Baile Peristaltic, Monsoon, Grundfos;
Water Column thickness (ft): j�, is
Well Tag Present. Yes No
OTHER:
Well Material: PVC Stainless Steel, Other:
Well info. On Tag Yes No
Noticeable Odor wJ0
Weil pad condition ood, racked, Replace
r1
Well Diameter (inches) _�
Sample Color: �Pr
Depth to Low Flow
Well volume
Time Water Vol Temp.
Spec.
pH ORP DO
Turbidity
Field CommentslSite Conditions. etc.:
Bailed
(MP) Purged
Coed
Water Quality Comments
min. Feet allons Li c
PS/cm mV m IL
NTU
Initial 01 ZO
01
.57
Aar:
Fvol a �
19'� y J IV 09
3 S (0,9s 0(p 3�y
s3
1(3"4 9,
Criteria 0.33' 0.2-0.5 Llmin
+/- 3% +/- 0.1 +1. 10 mV +l- 0.3m /L
*1- 10%
Purge Volume Conversions: 1" = U4, 1.5" = 0.0 " = 0.17, " = 0,38, 4" - 0.66, 6" = 1.5, 8" = 26, 10" = 4.1
Water quality parameters Collected with: YSI 556, Horiba U-5 Hanna turbidity; Other:
Parameters Stabilized (circle): YES ENO
Samples collected
/AV/ / If
If no, why? r
Analysis Bottle Type
yOMr_ VOY't—
`-�_ Tk/ [.vat
YO c,-C�Q)a-� y l
Preservative Lab
cA kink
Sample date
Sample Time
1rV

j3 c
lir
APEX
/�
APEX COMPANIES, LLC
GROUND -WATER SAMPLING LOG
Date: Time:
Monitor Well Number:
Apex Personnel: rc I t e-
rLS Ade"-
Purpose of Sampling Event: I
Location (Site/Facility Name):
.Is
Weatherffemp: OF
Circle:
Measuring Point (MP) Enn , top of ground
Low Flow purge rate: mLlmin
Well Type; surface completion, above grade
Depth to Product (MP): ----
Well Cover Bolted: Yes No
Well Screen Length: 5, 10 15, 20 feet;
Depth to Water (MP): 01
Well Cap Conditio oe Replaced
Pump Intake depth below water (MP):
Total Depth of Well (MP): 5'00 (0,1.)
Well Cap Locked: Yes No, Replaced
Purging/Sampling Devi c Baile Peristaltic, Monsoon, Grundfos;
Water Column thickness (ft):—� Q3
Well Tag Present: Yes No
OTHER:
Well Material; VC, tainless Steel, Other:
Well Info. On Tag: Yes
Noticeable Odor: r
pad condition Goad Cracked, Replace
{I�Well
Well Diameter (inches) �
Sample Color: �T
Low Flow
Depth to Well volume
Spec
Field Comments/Site Conditions, etc.:
Time W�atte)Bailed Water MP) Temp.
Vol
.
Cond. pH ORP DO
Turbidity
Water Quality Comments
min_ Feet gallons Liters °C
µS/cm mV m /L
NTU
V o 1ry jJ
Initial - ��D
! a•
000
�71�5
14 �00
051
„� s
�'®ja SDI , I
3l�.1 1- 5':Lt
_
[ , .te 5
B
Criteria 0.33' 0.2-0.5 Unpin
+1- 3% +1- 0.1 1 +1-10 mV +1- 0.3mg1L
+1- 10%
Purge Volume Conversions: 1" = 0-04, 1.5" = 0.09, 2" = 0,17, 3" = 0.38, 4" = 0.6&, 6" = 1.5, 8" = Z6, 10" = 4.1
Water quality parameters Collected with: YSI 556, Horiba U-5 Hanna turbidity; Other:
Parameters Stabilized (circle): YES 1YV01 If no, why?
Samples collected Analysis
Bottle Type
Preservative
Lab Sample date Sample Time
�W —� V©Ra�NY%nLVP4
k,I
Pack, a-j'0b-Da-1 161(

AAPEX
COMPANIES, LLC
A, P E /� tr
GROUND -WATER
SAMPLING LOG
Date: ��{
1
N
Time:
Mannar Well Number.
Apex Personnel: IV&
r'6-
fed
AAar
Purpose of Sampling Event:
LEI
Location (Site/Facility Name):
o I
WeatherfTemp: C.
Circle.
Measuring Point (MP)< top of casin cp of ground
Low Flaw rate;
purge
mUmin
Well Type: surface completicn, above grad
Depth to Product (MP):
Well Cover Bolted:
Yes o
Well Screen Length: 10 15, 20 feet;
Depth to Water (MP): V, 9 li
Wefl Cap Conditio
Good Replaced
Pump Intake depth below water (MP):
Total Depth of Well (MP): f 0.1
3 ( )
Well Cap Lacked:
Yes, Nn, Replaced
Purging/Sampling Device: oiler, Peristaltic, Monsoon, Grundfos;
`
Water Column thickness ft: 11 1
Weil Tag Present:
Yes No
OTHER:
Well Material: PV Stainless Steel, Other:
Well Info. On Tag:
Yes o
Noticeable Odor:
Well pad condition- o Cracked, Replace
Well Diameter inches
{� )
r�
04
Sample Color: [-',%pa=
Depth to Low Flow
Time Water Well volume Vol
Temp.Spec.
pH
ORP DO
Turbidity
Reid Comments/Site Conditions, etc.:
Bailed g
{Mte Purl
Cond.
Water Quality Comments
min. Feet ailons Liters
"C
PS/cm
mV m lL
NTU
)'Vol
p
Initial �� `I -�
13,16
3 1-7 3 z
& e- a
c V
15-35 4&5y A--
t B
3% 3a
fs io 9:56- 5,66
03
; '
3 (P0
a03 3, Q
�g -
Criteria 0.33' 0.2-0.5 Llmin
+1- 3% +l- 0.1
+/- 10 mV +1- 0.3mglL
+1- 10%
Purge Volume Conversions: 1" = 0.04. 1.5" = 0,09. 2" = 0,17. 3" = 0.38, 4" = 0.66, 6" = 1.5, a" = 2.6. 10" = 4.1
Water quality parameters Collected with: YSI 556,
Parameters Stabilized (circle): YES NO
Horiba U-52, Hanna turbidity; Other:
If no, why? _J —mil
Samples collected Analysis
W VdUo�L'
4"4
\� Bottle Tvpe Preservative
3-04-L VOA-� fft I
Lab Sample date
R40, q0l;L4
Sample Time

APEX COMPANIES, LLC
GROUND -WATER SAMPLING LOG
PE
APEX
( C7a
Time _ ] In lop
Momtor Well Number:Personnel:
�i
F
2 Q
Purpose of Sampling Event:
! ri[� 101)Uion
(Site/Facility Name):
I
WeatherlTemp:
' Az —
Circle:
Circle:
Measuring Point (MP . p of casin , top of ground Low Flow purge rate: � mVmir
Depth to Product (MP): Well Cover Bolted: Yes
Well Type: surface completion, hove Bra e
Well Screen Length: 5, 10, 15, 20 met;
Depth to Water (MP):
Well Cap Condition: od Replaced
Well Cap Locked: Yes, faa.l Replaced
Pump Intake depth below water (MP):
Purging/Sampling Device: Bailer Peristaltic, Monsoon, Grundfas;
Total Depth of Well (MP): r (0.1')
C J
Water Column thickness (ft): 1 •
Well Tag Present: es No
OTHER:
Well Material: Stainless Steel, Other:
Well Info, On Tag: Yes No
Noticeable Odor:
Well pad condition: oo Cracked, Replace
Well Diameter (inches) -
Sample Color:
`
Depth to Low Flow
Field CommentslSite Conditions, etc.:
Well volume
Time Water Bailed Vol
Spec.
Temp Cond. pH CRP DO
Turbidity Water Quality Comments
(MP) Purged
min. Feet callons Liters
C µSlcm mV m /L
Initial �- �"
f
SAD 4 -2-, '`3 1 q, a,
jp 3, --
f 'G1 p _ 3 �3- '5
.N
i 5,3-6 '-a
3.'�-3 0 (o _
0 5)-5-- &q5- -- (ec
Criteria 1 0.33' 0.2-0.5 Umin
+I- 3% . +1 0.1 +!- 10 mV +1- 0.3m /L
Purge Volume Conversions: 1" = 3.04, "5" = 0.09, 2" = 0.17, 3" = 0.38, 4" = D.66, 6" = 1.5, 8" = 2.6. 10" = 4.1
Water quality parameters Collected with: 556.
Horiba U-52, Hanna turbidity; Other:
�YSII
Parameters Stabilized (circle): YES i No'YS]
If no, why? 11,r�
Samples collected �/
Analysis Bottle Type
Preservative Lab
Sample date Sample Time
rnw' 4>
Uo t, ens 3 `" OmLVOPF�
�V ! rt (,Q-,
����Ic'r-� /o

AAPEX
COMPANIES, LLC
APEX
GROUND -WATER SAMPLING LOG
Date: Time:
Apex Pers 61fteou CtinA46-_,
Monitor Welf Number.
ne
i/td _er
Purpose of Sampling Event:
Location (Site/Facility Name):
Weather/Temp;
- -- or
Circle,
top of ground Low Flow purge rate: mLlmin
Measuring Point (M <=n>
Well Type: surface completion,
ove grade
Depth to Product (MP): - —
Well Cover Bolted: Yes Na
Well Screen Length: 5, 10, 15, 20 feet;
f 0
Depth to Water (MP):
Well Cap Conditio Goo Replaced
Pump Intake
Total Depth of Well (MP): �j®� Op (a.1'}
Well Cap Locked: es, No, Replaced
depth below wate P):
Purging/Sampling
Device Baile Peristaltic,
Monsoon, Grundfos;
Water Column thickness (ft): Sr3
Well Tag Present: e No
OTHER;
Well Material VC, tainless Steel, Other:
Well Info. On Tag: No
Noticeable Odor:
Well pad condition. Goa , Cracked, Replace
Well Diameter (inches)
Sample Color:
Depth to Low Flow
Well volume
Time Water Vol
Spec.
Temp. pH ORP DO Turbidity
Field Comments/Site Conditions, etc.:
(MP) Bailed Purged
Cond.
Water Quality Comments
min. Feet allons Liters
°c µslcm mV m IL/ NTLI
��
lfl` 1/a00
3 ldV
D�5_ _gip
, &0oca -- Lffcp
Criteria 1 0.33' 0.2-0.5 Llmin
+I- 3% +7- 01 +!- 10 m V +l- 0.3mgIL. +l- 10%
Purge Volume Conversions: 1" = 0.04, 1.5" = 0.09, 2" = 0.17. 3" = 0.38, 4" = 0.66, 6" = 1.5. 8" = 2.6, 10" = 4.1
Water quality parameters Collected with: YSI 556,
IrE �ribaU-52, Hanna turbidity; Other:
Parameters Stabilized (circle): YES NO
If no, why?— 3 yolVmw
Samples collected Analysis
wed V0CI
V�P�
v� Pr
Bottle Type Preservative
✓� — qO M L vCAS
01
pu'
V V RI3
ato
�-L S
Lab
PCUX1_
Sample date
�`,lb1-�-\
Sample Time
iLf/0

V/
APEX COMPANIES, LLC
t�
APEX
GROUND -WATER SAMPLING LOG
Date: Time:
j-1
Monitor Well Number. ' {�
Apex Personnel
Purpose of Sampling Event:l]
Location (Site/Facility Flame):
Weather£femp:
Circle_
Measuring Point (MP). op of casing, of ground
Low Flow purge rate: Urnin
Well Type: surface completion, ove grade
Depth to Product MP :
p ( ) ��
We11 Cover Balt es Na
Well Screen Length: 5 f i 0 15, 26 feet;
Depth to Water (MP): _ �J—.�
Total Depth of Well (MP): J��( (0.1')
Well Cap Condition ood Replaced
Well Cap Locked: es, No, Replaced
Pump Intake depth below�/w �(MP):
Purging/Sampling Devic ailer Peristaltic, Monsoon, Grundfos,
Water Column thickness (ft): 10e L
Well Tag Present: Ye No
OTHER:
Well Material P C, Stainless Steel, Other:
Well Info. On Tag: es No
e
Noticeable Odor:
Well pad conditio and Cracked, Replace
Weil Diameter (inctres)
Sample Color:
Depth to Low Flow
Well volume
Time Water Vol
Bailed
Temp.
Spec.
pH ORP DO
Turbidity
Field Comments/Site Conditions, etc.:
(MP) Purged
Cond.
Water Quality Comments
min, Feet gallons Liters
-C
[IS/cm mV m /L
NTU
Initial i �� `—
rr�
/•D
C
�c5� iq/4 23
/0�
D/
O
Criteria 1 0.33' 0.2-0.5 Llmin
+l- 3% 1 +l- 0.1 +l- 10 mV +/- 0.3mgll
I +1- 10%
Purge Volume Conversions: 1" = 0,04, 1.5" = 0.09, 2" = 0.17, 3"
= 0.38, 4" = 0-66, 6" = 1.5. 8" = 215, 10" = 4.1
Water quality parameters Collected with: YSI 556,
oriba U-52, Hanna turbidity; Other:
Parameters Stabilized (circle): YES NO
If no, why?
Samples collected
Analysis
Bottle Type
Preservative
Lab Sample date Sample Time
r/lW �a�
V®�/� lefled 3_WfyUVopl_
Svor✓ �aY
"E'
p�
"'��jars
Nil
VP
a— fr�o+o vnt. j4�5
j
0� - 40r'V VDPt-s

APEX COMPANIES, LLC
lr
prpc!/�
GROUND -WATER SAMPLING
LOG
ime:
Monitor Well Number:sonnYVYj
L
rls
Purpose of Sampling Event:Site/Facility
Name): [�
fj
1 ( C,
Weather/Temp: rw/Ie 3) 1
Circle:
Measuring Point (MP); op of casing, p of ground
Low Flow purge rate:
mUmin
Well Type: surface completion, ove grade
Depth to Product {MP)-
Well Cover Bolted:
Well
Ye�
Well Screen Length: 10, 15, 20 fee , _ Gf y
Depth to Water (MP): c�
Cap Condition;
ood Replaced
Pump Intake depth below
Total Depth Well - Q
Well Cap Lacked:
es No, Replaced
water (MP): _
of (MP): 0.1
Purging/Sampling Device: l er, eristaltic, Monsoon, Grundfos;
Water Column thickness�ft): �s, i
Well Tag Present: Yes } No
OTHER:
Well Material: ( VV %Stainless Steel, Other:
Well Info. On Tag:
Yes No
Noticeable Odor: _Av
Weil pad condition Goad, Cracked, Replace
Well Diameter (inches)
__—
Sample Color:
Low Flow
Depth to Well volume
Time Water Vol
Temp.
Spec.
pH
ORP DO
Turbidity
Field Comments/Site Conditions, etc.:
gaited
(MP) Purged
Cond.
Water Quality Comments
min. Feet allons Liters
'C
pSlcm
mV m/jl,L
NTLJ
'
V 9,
Inir'
�tial
J 9
`f 5_ � 1 �
— (P `t</
`a(�
_e
5-1
j
ra
41
3 C/ YJ
f0
i
//��
y jE% r
r IY
1
)` CJ —
Criteria 0.33' 0.2-0.5 n
+1- 3% +1- 0.1
+l- 10 mV +/- 0.3mg/L.
+1- 10%
Purge Volume Conversions: 1"= 0.04, 1.5" = 0.09, 2" = 0.17, 3" = 0.38, 4" =
0.66, 6" = 1 A 6" = 2.6. 10" = 4.1
Water quality parameters Collected with: YSI 556, orlba U-52, Hanna turbidity;
Other:
Parameters Stabilized
3L.0 l
(circle): YES NO
If no, why?
Samples collected Analysis Bottle Type Preservative Lab Sample date _Sample Time
V4c, �`e-- LL/atq itL
LLk Ict
Q11r. s

�,ff**
APEX
APEX COMPANIES, LLC
GROUND -WATER SAMPLING LOG
Date: 4%j p f Time: EQ Monitor Well Number:
Apex Personnel: j ,k, Purpose of Sampling Event:
Location (Site/Facility Name): CPC Kannapolis Weather/Temp: V)F
Circle:
rr
Measuring Point (MP): top of casing top of ground Low Flow purge rate: mL/min Well Type: surface completion, P01hre
Depth to Product MP : '� Well Cover Bolted: Yes Na
p ( ) / Well Screen Length (feet): 5. 10, 15,
Depth to Water (MP): /. Well Cap Condition: Good Replaced Pump Intake depth (Feet above TD):
Total Depth of Well (MP): (O,t' Well Cap Locked: s No Replaced Purging/Sampling Device: mile Peristaltic, Monsoon, Grundfos;
Water Column thickness (ft): 6 �� Well Tag Present: Yes No OTHER:
Well Material: PVC Stainless Steel, Other: Well Info. On Tag: es ` No Noticeable Odor: t�
Well pad condition Goad Cracked Replace Well Diameter (inches) 2` Sample Color, eats
Time
Depth to
Water
(MP)
Well volume
Bailed
Low Flow
Vol Purged
Temp.
Spec. Cond.
pH
ORP
DO
Turbidity
Water Quality Comments
Field Comments/Site Conditions, etc_
) y 5'
V l✓�
I(oo
min.
Feet
Gallons
Liters
- circle:
oL 7
Circle:
5 c S/cm
SU
mV
mg/L
NTU
I
--
3
3
'(
--
5 0
� 1-0cc-
Criteria
0.33'
0.2-0.5 Umin
+1- 1.0
+!- 0.1
+1- 10 mV
+!- 0.3m !L
+/10%
Water quality parameters Collected with: YSI 556, oriba U- Hanna turbidity; Other:
Parameters Stabilized (circle): YES 'NO) If no, why?
Sa�mDles collected Anaivsis Bottle Tvoe Preservative Lab
Name: N Y BTEX (8260B) EDB (8011) VOA HCI Shealy(Pace)
Napthalene (6200B) Total Lead (6010 Other Other
Oxygenates (8260B) BTEX, N (524.2) Other Other
Other Other
Sampg datio Sample Time
'Ds�=
i
Page of 4 Pages
Version 1.2020

11110
1
A P F X
APEX COMPANIES, LLC
GROUND -WATER SAMPLING LOG
Date: Q — Time: Q Monitor Well Number: �
Apex Personnel: Purpose of Sampling Event:
Location (Site/Facility Name): C Karintpolis WeatherfTemp:
Circle
Measuring Point (MP}: top of casing top of ground Low Flow purge rate: mL/min Well Type: surface completion, iibo�v.ra
Depth to Product MP : Well Cover Bolted: as Na
p ( ) Well Screen Length (feet): 5, 10, 15, 20, Other: U !Al ✓)
1� ii Well Ca Condition: oo Replaced 1 Depth to Water (MP): � I P P Pump Intake depth (Feet abo }:
Total Depth of Well (MP): Q (0.1'} Well Cap Locked: No Re laced Purging/Sampling Devi Bailer Peristaltic, Monsoon, Grundfos;
Water Column thickness (ft): 3 �,. 9 Well Tag Present: No OTHER:
WeII Materiai: PV , Stainless Steel, Other Well Info. On Tag: Yes No Noticeable Odor: Nk,n^
Well pad condition: ii� Cracked Replace Well Diameter (inches) tt `� Sample Color: C 1h r
Time
Depth to
Water
(MP)
Well volume
Bailed
Low Flow
Vol Purged
Temp.
Spec. Cond.
pH
ORP
DO
Turbidity
Water Quality Comments
Field Comments/Site Conditions, etc.:
V 1 lO. '(/�i
e
min.
Feet
Gallons
Liters
oCircle:
l
; c Slcm
SU
MV
mg1L
NTLI
Initial41
�
1 ti0
i
r
a
Or
_S­0
i I'
.r`
Criteria
0.33'
0.2-0.5 Llmin
+/- 1.0
+1= 3%a
+f- 0.1
+r TO mV
+!- 0.3m IL
+!- 10%
Water quality parameters Collected with: YSI 556, 52 Hanna turbidity; Other:
Parameters Stabilized (circle): YES < NO if no why? 1 C
Samples collected Analysis Bottle Type Preservative Lab SamDle date SSai Time
Name: AW B7EX (8260B) EDB ($01 f) VOA HCI Shealy(Pace)D
Napthalene (6200B) Total Lead (6010 Other Other
Oxygenates (8260B) BTEX, N (524.2) Other Other
Other 9�EOther
Page r of I Pages Version 1.2020

AAPEX COMPANIES, LLC
APEX GROUND -WATER SAMPLING LOG
Date: Time: Monitor Well Number: k/'r
Apex Personnel: ( � e C &' rC k-A Purpose of Sampling Event:
Location (Site/Facility Name): ICPC Kannapolls Weather/Temp:
Circle:
Measuring Point (MP): op o casin top of ground Low Flow purge rate; mL/min Well Type: surface completion, ove grade
Depth to Product (MP); 1� Well Cover Bolted: L.
es No Well Screen Length (feet): 5, 10, 15, 2 , Other. �
Depth to Water (MP): _ a5 Well Cap Condition: cod Replaced Pump Intake depth (Feet above TD):
Total Depth of Well (MP): I 1 a (0.1'} Well Cap Locked: es No Replaced Purging/Sampling Device oiler Peristaltic, Monsoon, Grundfos;
Water Column thi Hess � No ft : 10 .'3 Well Tag Present:
() OTHER: e
Well Material: L/ Stainless Steel, Other; Well Info. On Tag: <np No Noticeable Odor:
Well pad condition: pod Cracked Replace Well Diameter (inches) 2� Sample Color:9�i��.
Depth to Well volume Low Flow Field Comments/Site Conditions, etc.:
Time Water Bailed Vol Purged Temp. Spec. Cond. pH ORP DO Turbidity
(MP) Water Quality Comments
min. Feet Gallons Liters circle: Circle: 5U mV mglL NTU I fr®I 1 '�, ` - _ +
°C °IF MS/Cm Slcm i ■ 1 1 —r"irl'f7�l.j
Initial y� 01510 Ile W
�.
A A?
list)r ! t ys P�
Criteria 0.33' 0.2-0.5 Llmin +1- 1.0 +/- 3% +1- 0.1 +/- 10 mV +/- 0.3m /L +/- 10%
Purge Volume Conversions: 1" = 0.04. 1.5" = 0.09, 2" = O.17, 3" = 0.38, 4" = 0.66. 6" = 1.5, 6" = 2.6, 10" = 4.1
Water quality parameters Collected with: YSI 566, on Hanna turbidity; Other:
Parameters Stabilized (circle): YES �Eb:) If no, why?
Samples collected Analysis Bottle Type Preservative Lab SampIg date Sample Time
Name: My- STEX (82606) EDB (8011) VOA HCI Shealy(Pace) 9 12LO
Napthalene (6200B) Total Lead (6010 Other Other
Oxygenates (8260B) BTEX, N (524.2) Other Other
Other Other
Page l of Pages Version 1.2020

AAPEX COMPANIES, LLC
A P C X GROUND -WATER SAMPLING LOG
Date: ., Time: Monitor Well Number:
Apex Personnel:
Purpose of Sampling Event:
Location (Site/Facility Name); CP6 Kanna olls Weather/Temp: 5 LAI M 4,�R
Circle:
Measuring Point (MP) tap of casing top of ground Low Flow purge rate; mLlmin Well Type: surface completion, ove gra
Depth to Product (MP): Well Cover Bolted: -LYe No Well Screen Length (feet): 5, 10, 15, 20, Other:
Depth to Water (MP); [� Well Cap Condition: ZQED Replaced Pump Intake depth (Feet above TD):
Total Depth of Well (MP): a �• a D (0 1) Well Cap Locked: No Replaced Purging/Sampling Device: oiler, Peristaltic, Monsoon, Grundfos;
Water Column thickness (ft): illiO t Well Tag Present: -ZED No OTHER: H drasleeve
Well Material. Stainless Steel, Other: Well Info. On Tag: No
Noticeable Odor.
� 1
Well pad conditiorfi'-UQ�6t1+ Cracked Replace Well Diameter (inches) Sample Color:
Depth to 7 Field CommentslSite Conditions, etc.:
Time Water Well volume Low Flow galled Vol Purged Temp. Spec. Cond. pH ORP DO Turbidity
(MP) Water Quality Comments
min. Feet Gallons Liters Circle: Circle: 5U mV mglL NTU
'C °F mS cmus/cm
Initial + `rS _ 36,r-
�.Ivol
1 ,a 3.53 . D JI - o
v i - 4
l4V
Criteria 1 0.33' 0.2-0.5 Llmin +1- 1.0 +1- 3% +1- 0.1 +1- 10 mV +1- 0.3m IL +1 10%
Purge Volume Conversions: 1" = 0,04, 15' = 0.09, 2" = 0.17, 3" = 0.38, 4" = 0.66, 6" = 1.5, 8" = 2.6, 10" = 4.1
Water quality parameters Collected with: YSI 556, Fes' n U- Hanna turbidity; Other:
Parameters Stabilized (circle): YES c1SW If no, why? �` g
Samples collected Analysis Bottle Tye Preservative Lab Sample date Sample Time
Name: /yiHi� BTEX (8260B) EDB (8011) VOA HCI Shealy(Pace) % 'f
Napthalene (6200B) Total Lead (6010 Other Other
Oxygenates (8260B) BTEX, N (524.2) Other Other
Other L Other
Page i of 1 Pages Version 1.2020

APEX COMPANIES, LLC
AP _ h GROUND -WATER SAMPLING LOG
Eme'. Time: 0 Monitor Well Number: � 17
Personnel: Purpose of Sampling Event:
ion (SiielFaci}ity Name): CPC 11kannapollis WeathenTemp:
circle:
Measuring Point (MP): op of casD1_
top of ground Low Flow purge rate: ! mumin Well Type: surface completion, above grade
Depth to Product (MP): Well Cover Bolted: � No Well Screen Length (feet): 5, 10, 15, 20, Other:
Depth to Water (MP): c 1 Well Cap Condition: 400 Replaced Pump Intake depth (Feet above TD):
Total Depth of Well (MP): (0.1') Well Cap Locked: <ZILffE) No Replaced Purging/Sampling Device Bailer Peristaltic. Monsoon, Grundfos;
Water Column thickness (ft): Well Tag Present: No OTHER: }eevt�
Well Material: \JStainless Steel, Other: Weil Info. On Tag: No Noticeable Odor:
Well pad condition: oo Cracked Replace Well Diameter (inches) Sample Color: C
Depth to Field Camments/Site Conditions, etc.:
Time Water Well volume Low Flow Temp. Sec. Cond.
Bailed Vol Purged P� p pH ORP DO Turbidity
(MP) Water Quality Comments
irc
min. Feet Gallons Liters Circle: le: nC °F 5 c Slcm 5U mV mglL NTU
Initial % 53 t Q, _90.1 no 0(, z ,6) I V V jj
ac I
3 t1. 411 mil- JJL4 os
q 5.1)0 239 fl
Q i� rr ff
Criteria 0.33' 0.2-0.5 Umin +17 1.0 +1- 3% +!- 0.1 +1. 10 mV +1- 0.3m IL +1- 10%
Purge V6ume Conversions: 1" = 0.04, 1.5" = 0, 09, 2" = 0,17, 3" = 0.38, 4" = 0.66. 6" = 1.5, 8" = 2.8, 10" = 4.1
Water quality parameters Collected with: YSI 556, � Hanna turbidity; Other:
Parameters Stabilized (circle): YES If no, why? l
Samples u0ected Analysis Bottle Type Preservative Lab Sam le date Sample Time
Name: pow ':)-Lj BTEX(8260B) = EDB(8011) VOA HCI Shealy(Pace)
Napthalene (6200B) Total Lead (6010 Other Other
Oxygenates (826013) = BTEX, N (524.2) Other Other
f Other Other
Page { of ` Pages Version 1.2020

APEX
APEX COMPANIES, LLC
GROUND -WATER SAMPLING LOG
Date: 0 �'j Time: C Monitor Well Number: T)I � 0'r:4, ��—
Apex Personnel: — V, OttPurpose of Sampling Event:
Location (Site/Facility Name): CPC Kannapolis Weather/Temp:
Circle:
�f
Measuring Point (M E.=ofng) top of ground Low Flow purge rate: mLlmin Well Type: surface completion, oye grade p i1
Depth to Product (MP}: Well Cover Bolted: No Well Screen Length (feet): 5, 10, 15, 20, Other:_ ! `]
Depth to Water (MP}: Well Cap Condition: oo Replaced Pump Intake depth (Feet above TD):
Total Depth of Well (MP): (0,1') Well Cap Locked:es No Replaced Purging/Sampling Device: al er, Peristaltic, Monsoon, Grundfos;
Water Column thickness (ft): r 3 ; Well Tag Present: Yes No OTHER: H drasleeve
Well Material%VStairless Steel,Other: Well Info. On Tag: es No Noticeable Odor: GWell pad condCracked Replace Well Diameter (inches) — Sample Color: C12s w
Time
Depth to
Water
(MP)
Well volume
Bailed
Low Flow
Vol Purged
Temp.
p�
Sec. Cond.
p
PH
ORP
DO
Turbidity
Water Quality Comments
Field Comments/Site Conditions, etc.:
lam/
12 30
min.
Feet
Gallons
Liters
Circle:
oC "F
Circle:
m5 cm Slcm
SU
mglL
NTU
Initial
�
�.
.—.�
�`
{mV
l
711
4-0
0
r
3r3
�'
Criteria
0.33'
0.2-0,5 Umin
. +1- 1.0
+1- 3%
+1- 0.1
+1 10 mV
+1- 0.3m !L
+1- 10%
Purge Volume Conversions: 1 '= 0, 04, 1.5" = 0.09, 2" = 0.17, 3" = 0.38, 4" = 0.66, 6" = 1.5, S" = 2, 6, A" = 4.1
Water quality parameters Collected with: YSI 556, on a- Hanna turbidity; Other:
Parameters Stabilized (circle): YES � If no, why? �S&z (
Samples collected Analysis Bottle Tyne Preservative Lab Sample daW Sample Time
Name: /` 51n!•Z BTEX (8260B) EDB (8011) VOA HCI Shealy(Pace)
Napthalene (6200B) Total Lead (6010 Other Other
Oxygenates (8260B)Ed BTEX, N (524.2) Other Other
Other Other
Page ! of I Pages Version 1.2020

APPENDIX B
LABORATORY ANALYTICAL REPORTS
``i
APEX

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
February 26, 2021
Andrew Street
Apex Companies, LLC
5900 Northwoods Business Pkwy
Suite 5900-0
Charlotte, NC 28269
RE: Project: CPC Kannapolis
Pace Project No.: 92523215
Dear Andrew Street:
Enclosed are the analytical results for sample(s) received by the laboratory on February 19, 2021. 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 National - Mt. Juliet
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
a*a.
Angela Baioni
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
r
e
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 29

laneAnalytical
www,pacelabs.com
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: CPC Kannapolis
Pace Project No.: 92523215
Pace Analytical Services National
12065 Lebanon Road, Mt. Juliet, TN 37122
Alabama Certification #: 40660
Alaska Certification 17-026
Arizona Certification #: AZ0612
Arkansas Certification #: 88-0469
California Certification #: 2932
Canada Certification #: 1461.01
Colorado Certification #: TN00003
Connecticut Certification #: PH-0197
DOD Certification: #1461.01
EPA# TN00003
Florida Certification #: E87487
Georgia DW Certification #: 923
Georgia Certification: NELAP
Idaho Certification #: TN00003
Illinois Certification #: 200008
Indiana Certification #: C-TN-01
Iowa Certification #: 364
Kansas Certification #: E-10277
Kentucky UST Certification #: 16
Kentucky Certification #: 90010
Louisiana Certification #: A130792
Louisiana DW Certification #: LA180010
Maine Certification #: TN0002
Maryland Certification #: 324
Massachusetts Certification #: M-TNO03
Michigan Certification #: 9958
Minnesota Certification #: 047-999-395
Mississippi Certification #: TN00003
Missouri Certification #: 340
Montana Certification M CERT0086
Nebraska Certification #: NE-OS-15-05
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
CERTIFICATIONS
Nevada Certification #: TN-03-2002-34
New Hampshire Certification #: 2975
New Jersey Certification #: TNO02
New Mexico DW Certification
New York Certification #: 11742
North Carolina Aquatic Toxicity Certification #: 41
North Carolina Drinking Water Certification #: 21704
North Carolina Environmental Certificate #: 375
North Dakota Certification #: R-140
Ohio VAP Certification #: CL0069
Oklahoma Certification #: 9915
Oregon Certification #: TN200002
Pennsylvania Certification #: 68-02979
Rhode Island Certification #: LA000356
South Carolina Certification #: 84004
South Dakota Certification
Tennessee DW/Chem/Micro Certification #: 2006
Texas Certification #: T 104704245-17-14
Texas Mold Certification #: LAB0152
USDA Soil Permit #: P330-15-00234
Utah Certification #: TN00003
Virginia Certification #: VT2006
Vermont Dept. of Health: ID# VT-2006
Virginia Certification #: 460132
Washington Certification #: C847
West Virginia Certification #: 233
Wisconsin Certification #: 998093910
Wyoming UST Certification #: via A21-A 2926.01
A21-A-ISO 17025 Certification #: 1461.01
A21-A-ISO 17025 Certification #: 1461.02
AIHA-LAP/LLC EMLAP Certification #:100789
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: CPC Kannapolis
Pace Project No.: 92523215
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
Laboratory
92523215001
MW-4
SM 6200B
SAS
9
PASI-C
92523215002
MW-6
SM 6200B
SAS
9
PASI-C
92523215003
MW-8
SM 6200B
SAS
9
PASI-C
92523215004
MW-13
SM 6200B
SAS
9
PASI-C
92523215005
MW-24
MADEP EPH
BAJ
7
PASI-C
MADEP VPH
TPR
6
PAN
EPA 625.1
PKS
58
PASI-C
SM 6200B
SAS
8
PASI-C
92523215006
MW-25
MADEP EPH
BAJ
7
PASI-C
MADEP VPH
TPR
6
PAN
EPA 625.1
PKS
58
PASI-C
SM 6200B
SAS
8
PASI-C
92523215007
MW-25D
MADEP EPH
BAJ
7
PASI-C
MADEP VPH
TPR
6
PAN
EPA 625.1
PKS
58
PASI-C
SM 6200B
SAS
8
PASI-C
92523215008
DUP-1
SM 6200B
SAS
9
PASI-C
92523215009
EB-1
SM 6200B
SAS
9
PASI-C
92523215010
TRIP BLANK
SM 6200B
SAS
9
PASI-C
PAN = Pace National - Mt. Juliet
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-4
Parameters
Lab ID: 92523215001 Collected: 02/18/21 11:50
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND ug/L
1.0
1
02/23/21 05:15
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 05:15
100-41-4
Methyl-tert-butyl ether
ND ug/L
1.0
1
02/23/21 05:15
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 05:15
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 05:15
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 05:15
95-47-6
Surrogates
4-Bromofluorobenzene (S)
96 %
70-130
1
02/23/21 05:15
460-00-4
1,2-Dichloroethane-d4 (S)
97 %
70-130
1
02/23/21 05:15
17060-07-0
Toluene-d8(S)
102 %
70-130
1
02/23/21 05:15
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 4 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-6
Parameters
Lab ID: 92523215002 Collected: 02/18/21 15:10
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND ug/L
1.0
1
02/23/21 05:33
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 05:33
100-41-4
Methyl-tert-butyl ether
ND ug/L
1.0
1
02/23/21 05:33
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 05:33
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 05:33
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 05:33
95-47-6
Surrogates
4-Bromofluorobenzene (S)
98 %
70-130
1
02/23/21 05:33
460-00-4
1,2-Dichloroethane-d4 (S)
100 %
70-130
1
02/23/21 05:33
17060-07-0
Toluene-d8(S)
98 %
70-130
1
02/23/21 05:33
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-8
Parameters
Lab ID: 92523215003 Collected: 02/18/21 15:50
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND ug/L
1.0
1
02/23/21 05:51
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 05:51
100-41-4
Methyl-tert-butyl ether
4.8 ug/L
1.0
1
02/23/21 05:51
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 05:51
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 05:51
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 05:51
95-47-6
Surrogates
4-Bromofluorobenzene (S)
97 %
70-130
1
02/23/21 05:51
460-00-4
1,2-Dichloroethane-d4 (S)
99 %
70-130
1
02/23/21 05:51
17060-07-0
Toluene-d8 (S)
99 %
70-130
1
02/23/21 05:51
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-13
Parameters
Lab ID: 92523215004 Collected: 02/18/21 16:25
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
1.9 ug/L
1.0
1
02/23/21 06:09
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 06:09
100-41-4
Methyl-tert-butyl ether
6.1 ug/L
1.0
1
02/23/21 06:09
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 06:09
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 06:09
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 06:09
95-47-6
Surrogates
4-Bromofluorobenzene (S)
97 %
70-130
1
02/23/21 06:09
460-00-4
1,2-Dichloroethane-d4 (S)
102 %
70-130
1
02/23/21 06:09
17060-07-0
Toluene-d8(S)
101 %
70-130
1
02/23/21 06:09
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-24 Lab ID: 92523215005 Collected: 02/18/21 14:10 Received: 02/19/21 17:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
MADEP EPH NC Water
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
Pace Analytical
Services - Charlotte
Aliphatic (C09-C18)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 15:35
N2
Aliphatic (C19-C36)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 15:35
N2
Aromatic (C11-C22)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 15:35
N2
Surrogates
1-Chlorooctadecane (S)
11
%
40-140
1
02/25/21 10:26
02/26/21 15:35
3386-33-2
P2,SO
o-Terphenyl (S)
29
%
40-140
1
02/25/21 10:26
02/26/21 15:35
84-15-1
SO
2-Fluorobiphenyl (S)
100
%
40-140
1
02/25/21 10:26
02/26/21 15:35
321-60-8
2-Bromonaphthalene (S)
102
%
40-140
1
02/25/21 10:26
02/26/21 15:35
580-13-2
MADEPV
Analytical Method:
MADEP VPH Preparation Method:
MADEPV
Pace National - Mt. Juliet
Aliphatic (C05-CO8)
332
ug/L
100
1
02/25/21 18:29
02/25/21 18:29
Aliphatic (C09-C12)
113
ug/L
100
1
02/25/21 18:29
02/25/21 18:29
Aromatic (C09-C10),Unadjusted
ND
ug/L
100
1
02/25/21 18:29
02/25/21 18:29
TPHC9C10A
Total VPH
516
ug/L
100
1
02/25/21 18:29
02/25/21 18:29
VPH
Surrogates
2,5-Dibromotoluene (FID)
105
%
70.0-130
1
02/25/21 18:29
02/25/21 18:29
615-59-8FID
2,5-Dibromotoluene (PID)
103
%
70.0-130
1
02/25/21 18:29
02/25/21 18:29
615-59-8PID
625 RVE
Analytical Method:
EPA 625.1 Preparation Method:
EPA
625.1
Pace Analytical
Services - Charlotte
Acenaphthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
83-32-9
Acenaphthylene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
208-96-8
Anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
56-55-3
Benzo(a)pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
50-32-8
Benzo(b)fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
191-24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
101-55-3
Butylbenzylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
111-44-4
2-Chloronaphthalene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
91-58-7
2-Chlorophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
7005-72-3
Chrysene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
91-94-1
2,4-Dichlorophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
120-83-2
Diethylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
84-66-2
L1
2,4-Dimethylphenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
105-67-9
Dimethylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
131-11-3
L1
Di-n-butylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
84-74-2
L1
4,6-Dinitro-2-methyl phenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
534-52-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-24 Lab ID: 92523215005 Collected: 02/18/21 14:10 Received: 02/19/21 17:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 RVE
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
2,4-Dinitrophenol
ND
ug/L
50.0
1
02/24/21 05:03
02/25/21 11:23
51-28-5
2,4-Dinitrotoluene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
121-14-2
2,6-Dinitrotoluene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
606-20-2
Di-n-octylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
117-81-7
Fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
206-44-0
Fluorene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
77-47-4
Hexachloroethane
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
193-39-5
Isophorone
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
78-59-1
Naphthalene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
91-20-3
Nitrobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
88-75-5
4-Nitrophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
100-02-7
N-Nitrosodimethylamine
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
108-60-1
Pentachlorophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
87-86-5
Phenanthrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
85-01-8
Phenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
108-95-2
Pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:23
120-82-1
2,4,6-TrichIorophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:23
88-06-2
Surrogates
Nitrobenzene-d5(S)
80
%
10-120
1
02/24/21 05:03
02/25/21 11:23
4165-60-0
2-Fluorobiphenyl (S)
65
%
15-120
1
02/24/21 05:03
02/25/21 11:23
321-60-8
Terphenyl-d14 (S)
103
%
11-131
1
02/24/21 05:03
02/25/21 11:23
1718-51-0
Phenol-d6 (S)
40
%
10-120
1
02/24/21 05:03
02/25/21 11:23
13127-88-3
2-Fluorophenol (S)
51
%
10-120
1
02/24/21 05:03
02/25/21 11:23
367-12-4
2,4,6-Tribromophenol (S)
89
%
10-137
1
02/24/21 05:03
02/25/21 11:23
118-79-6
602 Volatiles by Method 6200
Analytical Method:
SM 6200B
Pace Analytical
Services - Charlotte
Benzene
1.4
ug/L
1.0
1
02/23/21 06:27
71-43-2
Ethylbenzene
2.5
ug/L
1.0
1
02/23/21 06:27
100-41-4
Toluene
ND
ug/L
1.0
1
02/23/21 06:27
108-88-3
m&p-Xylene
ND
ug/L
2.0
1
02/23/21 06:27
179601-23-1
o-Xylene
ND
ug/L
1.0
1
02/23/21 06:27
95-47-6
Surrogates
4-Bromofluorobenzene (S)
98
%
70-130
1
02/23/21 06:27
460-00-4
1,2-Dichloroethane-d4 (S)
99
%
70-130
1
02/23/21 06:27
17060-07-0
Toluene-d8(S)
100
%
70-130
1
02/23/21 06:27
2037-26-5
REPORT OF LABORATORY ANALYSIS
L1
L1
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-25 Lab ID: 92523215006 Collected: 02/18/21 12:30 Received: 02/19/21 17:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
MADEP EPH NC Water
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
Pace Analytical
Services - Charlotte
Aliphatic (C09-C18)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 14:41
N2
Aliphatic (C19-C36)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 14:41
N2
Aromatic (C11-C22)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 14:41
N2
Surrogates
1-Chlorooctadecane (S)
24
%
40-140
1
02/25/21 10:26
02/26/21 14:41
3386-33-2
P2,SO
o-Terphenyl (S)
51
%
40-140
1
02/25/21 10:26
02/26/21 14:41
84-15-1
2-Fluorobiphenyl (S)
76
%
40-140
1
02/25/21 10:26
02/26/21 14:41
321-60-8
2-Bromonaphthalene (S)
77
%
40-140
1
02/25/21 10:26
02/26/21 14:41
580-13-2
MADEPV
Analytical Method:
MADEP VPH Preparation Method:
MADEPV
Pace National - Mt. Juliet
Aliphatic (C05-CO8)
ND
ug/L
100
1
02/25/21 19:01
02/25/21 19:01
Aliphatic (C09-C12)
ND
ug/L
100
1
02/25/21 19:01
02/25/21 19:01
Aromatic (C09-C10),Unadjusted
ND
ug/L
100
1
02/25/21 19:01
02/25/21 19:01
TPHC9C10A
Total VPH
ND
ug/L
100
1
02/25/21 19:01
02/25/21 19:01
VPH
Surrogates
2,5-Dibromotoluene (FID)
82.7
%
70.0-130
1
02/25/21 19:01
02/25/21 19:01
615-59-8FID
2,5-Dibromotoluene (PID)
88.5
%
70.0-130
1
02/25/21 19:01
02/25/21 19:01
615-59-8PID
625 RVE
Analytical Method:
EPA 625.1 Preparation Method:
EPA
625.1
Pace Analytical
Services - Charlotte
Acenaphthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
83-32-9
Acenaphthylene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
208-96-8
Anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
56-55-3
Benzo(a)pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
50-32-8
Benzo(b)fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
191-24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
101-55-3
Butylbenzylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
111-44-4
2-Chloronaphthalene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
91-58-7
2-Chlorophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
7005-72-3
Chrysene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
91-94-1
2,4-Dichlorophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
120-83-2
Diethylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
84-66-2
L1
2,4-Dimethylphenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
105-67-9
Dimethylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
131-11-3
L1
Di-n-butylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
84-74-2
L1
4,6-Dinitro-2-methyl phenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
534-52-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-25 Lab ID: 92523215006 Collected: 02/18/21 12:30 Received: 02/19/21 17:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 RVE
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
2,4-Dinitrophenol
ND
ug/L
50.0
1
02/24/21 05:03
02/25/21 11:52
51-28-5
2,4-Dinitrotoluene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
121-14-2
2,6-Dinitrotoluene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
606-20-2
Di-n-octylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
117-81-7
Fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
206-44-0
Fluorene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
77-47-4
Hexachloroethane
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
193-39-5
Isophorone
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
78-59-1
Naphthalene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
91-20-3
Nitrobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
88-75-5
4-Nitrophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
100-02-7
N-Nitrosodimethylamine
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
108-60-1
Pentachlorophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
87-86-5
Phenanthrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
85-01-8
Phenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
108-95-2
Pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 11:52
120-82-1
2,4,6-TrichIorophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 11:52
88-06-2
Surrogates
Nitrobenzene-d5(S)
25
%
10-120
1
02/24/21 05:03
02/25/21 11:52
4165-60-0
2-Fluorobiphenyl (S)
21
%
15-120
1
02/24/21 05:03
02/25/21 11:52
321-60-8
Terphenyl-d14 (S)
35
%
11-131
1
02/24/21 05:03
02/25/21 11:52
1718-51-0
Phenol-d6 (S)
12
%
10-120
1
02/24/21 05:03
02/25/21 11:52
13127-88-3
2-Fluorophenol (S)
17
%
10-120
1
02/24/21 05:03
02/25/21 11:52
367-12-4
2,4,6-Tribromophenol (S)
26
%
10-137
1
02/24/21 05:03
02/25/21 11:52
118-79-6
602 Volatiles by Method 6200
Analytical Method:
SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
1.0
1
02/23/21 06:45
71-43-2
Ethylbenzene
ND
ug/L
1.0
1
02/23/21 06:45
100-41-4
Toluene
ND
ug/L
1.0
1
02/23/21 06:45
108-88-3
m&p-Xylene
ND
ug/L
2.0
1
02/23/21 06:45
179601-23-1
o-Xylene
ND
ug/L
1.0
1
02/23/21 06:45
95-47-6
Surrogates
4-Bromofluorobenzene (S)
97
%
70-130
1
02/23/21 06:45
460-00-4
1,2-Dichloroethane-d4 (S)
96
%
70-130
1
02/23/21 06:45
17060-07-0
Toluene-d8(S)
98
%
70-130
1
02/23/21 06:45
2037-26-5
REPORT OF LABORATORY ANALYSIS
L1
L1
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-25D Lab ID: 92523215007 Collected: 02/18/21 13:40 Received: 02/19/21 17:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
MADEP EPH NC Water
Analytical Method: MADEP EPH Preparation Method: MADEP EPH
Pace Analytical
Services - Charlotte
Aliphatic (C09-C18)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 15:08
N2
Aliphatic (C19-C36)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 15:08
N2
Aromatic (C11-C22)
ND
ug/L
100
1
02/25/21 10:26
02/26/21 15:08
N2
Surrogates
1-Chlorooctadecane (S)
15
%
40-140
1
02/25/21 10:26
02/26/21 15:08
3386-33-2
P2,SO
o-Terphenyl (S)
58
%
40-140
1
02/25/21 10:26
02/26/21 15:08
84-15-1
2-Fluorobiphenyl (S)
95
%
40-140
1
02/25/21 10:26
02/26/21 15:08
321-60-8
2-Bromonaphthalene (S)
96
%
40-140
1
02/25/21 10:26
02/26/21 15:08
580-13-2
MADEPV
Analytical Method:
MADEP VPH Preparation Method:
MADEPV
Pace National - Mt. Juliet
Aliphatic (C05-CO8)
ND
ug/L
100
1
02/25/21 19:34
02/25/21 19:34
Aliphatic (C09-C12)
ND
ug/L
100
1
02/25/21 19:34
02/25/21 19:34
Aromatic (C09-C10),Unadjusted
ND
ug/L
100
1
02/25/21 19:34
02/25/21 19:34
TPHC9C10A
Total VPH
ND
ug/L
100
1
02/25/21 19:34
02/25/21 19:34
VPH
Surrogates
2,5-Dibromotoluene (FID)
84.1
%
70.0-130
1
02/25/21 19:34
02/25/21 19:34
615-59-8FID
2,5-Dibromotoluene (PID)
93.0
%
70.0-130
1
02/25/21 19:34
02/25/21 19:34
615-59-8PID
625 RVE
Analytical Method:
EPA 625.1 Preparation Method:
EPA
625.1
Pace Analytical
Services - Charlotte
Acenaphthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
83-32-9
Acenaphthylene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
208-96-8
Anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
120-12-7
Benzo(a)anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
56-55-3
Benzo(a)pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
50-32-8
Benzo(b)fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
205-99-2
Benzo(g,h,i)perylene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
191-24-2
Benzo(k)fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
207-08-9
4-Bromophenylphenyl ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
101-55-3
Butylbenzylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
85-68-7
4-ChIoro-3-methyl phenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
59-50-7
bis(2-Chloroethoxy)methane
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
111-91-1
bis(2-Chloroethyl) ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
111-44-4
2-Chloronaphthalene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
91-58-7
2-Chlorophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
95-57-8
4-Chlorophenylphenyl ether
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
7005-72-3
Chrysene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
218-01-9
Dibenz(a,h)anthracene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
53-70-3
3,3'-Dichlorobenzidine
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
91-94-1
2,4-Dichlorophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
120-83-2
Diethylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
84-66-2
L1
2,4-Dimethylphenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
105-67-9
Dimethylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
131-11-3
L1
Di-n-butylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
84-74-2
L1
4,6-Dinitro-2-methyl phenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
534-52-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: MW-25D Lab ID: 92523215007 Collected: 02/18/21 13:40 Received: 02/19/21 17:08 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 RVE
Analytical Method: EPA 625.1 Preparation Method: EPA 625.1
Pace Analytical
Services - Charlotte
2,4-Dinitrophenol
ND
ug/L
50.0
1
02/24/21 05:03
02/25/21 12:21
51-28-5
2,4-Dinitrotoluene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
121-14-2
2,6-Dinitrotoluene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
606-20-2
Di-n-octylphthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
117-84-0
bis(2- Ethyl hexyl)phthalate
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
117-81-7
Fluoranthene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
206-44-0
Fluorene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
86-73-7
Hexachloro-1,3-butadiene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
87-68-3
Hexachlorobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
118-74-1
Hexachlorocyclopentadiene
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
77-47-4
Hexachloroethane
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
67-72-1
Indeno(1,2,3-cd)pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
193-39-5
Isophorone
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
78-59-1
Naphthalene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
91-20-3
Nitrobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
98-95-3
2-Nitrophenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
88-75-5
4-Nitrophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
100-02-7
N-Nitrosodimethylamine
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
62-75-9
N-Nitroso-di-n-propylamine
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
621-64-7
N-Nitrosodiphenylamine
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
86-30-6
2,2'-Oxybis(1-chloropropane)
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
108-60-1
Pentachlorophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
87-86-5
Phenanthrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
85-01-8
Phenol
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
108-95-2
Pyrene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
129-00-0
1,2,4-Trichlorobenzene
ND
ug/L
5.0
1
02/24/21 05:03
02/25/21 12:21
120-82-1
2,4,6-TrichIorophenol
ND
ug/L
10.0
1
02/24/21 05:03
02/25/21 12:21
88-06-2
Surrogates
Nitrobenzene-d5(S)
67
%
10-120
1
02/24/21 05:03
02/25/21 12:21
4165-60-0
2-Fluorobiphenyl (S)
56
%
15-120
1
02/24/21 05:03
02/25/21 12:21
321-60-8
Terphenyl-d14 (S)
84
%
11-131
1
02/24/21 05:03
02/25/21 12:21
1718-51-0
Phenol-d6 (S)
35
%
10-120
1
02/24/21 05:03
02/25/21 12:21
13127-88-3
2-Fluorophenol (S)
46
%
10-120
1
02/24/21 05:03
02/25/21 12:21
367-12-4
2,4,6-Tribromophenol (S)
68
%
10-137
1
02/24/21 05:03
02/25/21 12:21
118-79-6
602 Volatiles by Method 6200
Analytical Method:
SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
1.0
1
02/23/21 07:03
71-43-2
Ethylbenzene
ND
ug/L
1.0
1
02/23/21 07:03
100-41-4
Toluene
ND
ug/L
1.0
1
02/23/21 07:03
108-88-3
m&p-Xylene
ND
ug/L
2.0
1
02/23/21 07:03
179601-23-1
o-Xylene
ND
ug/L
1.0
1
02/23/21 07:03
95-47-6
Surrogates
4-Bromofluorobenzene (S)
98
%
70-130
1
02/23/21 07:03
460-00-4
1,2-Dichloroethane-d4 (S)
98
%
70-130
1
02/23/21 07:03
17060-07-0
Toluene-d8(S)
98
%
70-130
1
02/23/21 07:03
2037-26-5
REPORT OF LABORATORY ANALYSIS
L1
L1
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 29

lceAnalyircal
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: DUP-1
Parameters
Lab ID: 92523215008 Collected: 02/18/21 00:00
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND ug/L
1.0
1
02/23/21 07:21
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 07:21
100-41-4
Methyl-tert-butyl ether
ND ug/L
1.0
1
02/23/21 07:21
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 07:21
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 07:21
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 07:21
95-47-6
Surrogates
4-Bromofluorobenzene (S)
98 %
70-130
1
02/23/21 07:21
460-00-4
1,2-Dichloroethane-d4 (S)
97 %
70-130
1
02/23/21 07:21
17060-07-0
Toluene-d8(S)
98 %
70-130
1
02/23/21 07:21
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 14 of 29

lceAnalyircal
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: EB-1
Parameters
Lab ID: 92523215009 Collected: 02/18/21 16:45
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND ug/L
1.0
1
02/23/21 04:38
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 04:38
100-41-4
Methyl-tert-butyl ether
ND ug/L
1.0
1
02/23/21 04:38
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 04:38
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 04:38
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 04:38
95-47-6
Surrogates
4-Bromofluorobenzene (S)
97 %
70-130
1
02/23/21 04:38
460-00-4
1,2-Dichloroethane-d4 (S)
100 %
70-130
1
02/23/21 04:38
17060-07-0
Toluene-d8(S)
102 %
70-130
1
02/23/21 04:38
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 15 of 29

lceAnalyircal
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CPC Kannapolis
Pace Project No.: 92523215
Sample: TRIP BLANK
Parameters
Lab ID: 92523215010 Collected: 02/18/21 00:00
Results Units Report Limit DF
Received: 02/19/21 17:08 Matrix: Water
Prepared Analyzed CAS No. Qual
602 Volatiles by Method 6200
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND ug/L
1.0
1
02/23/21 04:57
71-43-2
Ethylbenzene
ND ug/L
1.0
1
02/23/21 04:57
100-41-4
Methyl-tert-butyl ether
ND ug/L
1.0
1
02/23/21 04:57
1634-04-4
Toluene
ND ug/L
1.0
1
02/23/21 04:57
108-88-3
m&p-Xylene
ND ug/L
2.0
1
02/23/21 04:57
179601-23-1
o-Xylene
ND ug/L
1.0
1
02/23/21 04:57
95-47-6
Surrogates
4-Bromofluorobenzene (S)
97 %
70-130
1
02/23/21 04:57
460-00-4
1,2-Dichloroethane-d4 (S)
99 %
70-130
1
02/23/21 04:57
17060-07-0
Toluene-d8(S)
99 %
70-130
1
02/23/21 04:57
2037-26-5
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 16 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
QC Batch: 1625397 Analysis Method: MADEP VPH
QC Batch Method: MADEPV Analysis Description: MADEPV
Laboratory: Pace National - Mt. Juliet
Associated Lab Samples: 92523215005, 92523215006, 92523215007
METHOD BLANK: R3625365-3
Matrix:
Water
Associated Lab Samples: 92523215005, 92523215006, 92523215007
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Aliphatic (C05-CO8)
ug/L
ND
100
02/25/21 12:41
Aliphatic (C09-C12)
ug/L
ND
100
02/25/21 12:41
Aromatic (C09-C10),Unadjusted
ug/L
ND
100
02/25/21 12:41
Total VPH
ug/L
ND
100
02/25/21 12:41
2,5-Dibromotoluene (FID)
%
80.3
70.0-130
02/25/21 12:41
2,5-Dibromotoluene (PID)
%
88.1
70.0-130
02/25/21 12:41
LABORATORY CONTROL SAMPLE & LCSD:
R3625365-1
R3625365-2
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qualifiers
Aliphatic (C05-CO8)
ug/L
1200
971
991
80.9
82.6
70.0-130
2.04
25
Aliphatic (C09-C12)
ug/L
1400
1150
1160
82.1
82.9
70.0-130
0.866
25
Aromatic (C09-C10),Unadjusted
ug/L
200
203
221
102
111
70.0-130
8.49
25
Total VPH
ug/L
2800
2320
2370
82.9
84.6
70.0-130
2.13
25
2,5-Dibromotoluene (FID)
%
93.1
87.5
70.0-130
2,5-Dibromotoluene (PID)
%
98.5
97.1
70.0-130
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC.
Page 17 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
QC Batch: 601728 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 602 by 6200B
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92523215001, 92523215002, 92523215003, 92523215004, 92523215005, 92523215006, 92523215007,
92523215008,92523215009,92523215010
METHOD BLANK: 3170785 Matrix: Water
Associated Lab Samples: 92523215001, 92523215002, 92523215003, 92523215004, 92523215005, 92523215006, 92523215007,
92523215008,92523215009,92523215010
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Benzene
ug/L
ND
1.0
02/22/21 22:38
Ethylbenzene
ug/L
ND
1.0
02/22/21 22:38
m&p-Xylene
ug/L
ND
2.0
02/22/21 22:38
Methyl-tert-butyl ether
ug/L
ND
1.0
02/22/21 22:38
o-Xylene
ug/L
ND
1.0
02/22/21 22:38
Toluene
ug/L
ND
1.0
02/22/21 22:38
1,2-Dichloroethane-d4 (S)
%
98
70-130
02/22/21 22:38
4-Bromofluorobenzene (S)
%
98
70-130
02/22/21 22:38
Toluene-d8 (S)
%
100
70-130
02/22/21 22:38
LABORATORY CONTROL SAMPLE:
3170786
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits
Qualifiers
Benzene
ug/L
50
56.0
112
60-140
Ethylbenzene
ug/L
50
55.5
111
60-140
m&p-Xylene
ug/L
100
115
115
60-140
Methyl-tert-butyl ether
ug/L
50
55.5
111
60-140
o-Xylene
ug/L
50
57.0
114
60-140
Toluene
ug/L
50
55.6
111
60-140
1,2-Dichloroethane-d4 (S)
%
95
70-130
4-Bromofluorobenzene (S)
%
103
70-130
Toluene-d8 (S)
%
98
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3170787
3170788
MS
MSD
92523127001
Spike
Spike
MS
MSD
MS MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec
Limits RPD Qual
Benzene
ug/L
ND
20
20
19.5
21.3
97
106
60-140
9
Ethylbenzene
ug/L
ND
20
20
19.3
21.2
97
106
60-140
9
m&p-Xylene
ug/L
ND
40
40
39.4
42.9
99
107
60-140
8
Methyl-tert-butyl ether
ug/L
ND
20
20
18.4
20.3
92
101
60-140
9
o-Xylene
ug/L
ND
20
20
19.2
21.3
96
106
60-140
10
Toluene
ug/L
ND
20
20
19.0
21.3
95
107
60-140
12
1,2-Dichloroethane-d4 (S)
%
98
98
70-130
4-Bromofluorobenzene (S)
%
100
100
70-130
Toluene-d8(S)
%
99
99
70-130
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
QC Batch: 601815 Analysis Method: EPA 625.1
QC Batch Method: EPA 625.1 Analysis Description: 625 MSS
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92523215005, 92523215006, 92523215007
METHOD BLANK: 3171037 Matrix:
Associated Lab Samples: 92523215005, 92523215006, 92523215007
Blank
Parameter Units Result
Water
Reporting
Limit
Analyzed
1,2,4-Trichlorobenzene
ug/L
ND
5.0
02/23/21 21:02
2,2'-Oxybis(1-chloropropane)
ug/L
ND
5.0
02/23/21 21:02
2,4,6-Trichlorophenol
ug/L
ND
10.0
02/23/21 21:02
2,4-Dichlorophenol
ug/L
ND
5.0
02/23/21 21:02
2,4-Dimethylphenol
ug/L
ND
10.0
02/23/21 21:02
2,4-Dinitrophenol
ug/L
ND
50.0
02/23/21 21:02
2,4-Dinitrotoluene
ug/L
ND
5.0
02/23/21 21:02
2,6-Dinitrotoluene
ug/L
ND
5.0
02/23/21 21:02
2-Chloronaphthalene
ug/L
ND
5.0
02/23/21 21:02
2-Chlorophenol
ug/L
ND
5.0
02/23/21 21:02
2-Nitrophenol
ug/L
ND
5.0
02/23/21 21:02
3,3'-Dichlorobenzidine
ug/L
ND
10.0
02/23/21 21:02
4,6-Dinitro-2-methyl phenol
ug/L
ND
10.0
02/23/21 21:02
4-Bromophenylphenyl ether
ug/L
ND
5.0
02/23/21 21:02
4-ChIoro-3-methyl phenol
ug/L
ND
5.0
02/23/21 21:02
4-Chlorophenylphenyl ether
ug/L
ND
5.0
02/23/21 21:02
4-Nitrophenol
ug/L
ND
10.0
02/23/21 21:02
Acenaphthene
ug/L
ND
5.0
02/23/21 21:02
Acenaphthylene
ug/L
ND
5.0
02/23/21 21:02
Anthracene
ug/L
ND
5.0
02/23/21 21:02
Benzo(a)anthracene
ug/L
ND
5.0
02/23/21 21:02
Benzo(a)pyrene
ug/L
ND
5.0
02/23/21 21:02
Benzo(b)fluoranthene
ug/L
ND
5.0
02/23/21 21:02
Benzo(g,h,i)perylene
ug/L
ND
5.0
02/23/21 21:02
Benzo(k)fluoranthene
ug/L
ND
5.0
02/23/21 21:02
bis(2-Chloroethoxy)methane
ug/L
ND
10.0
02/23/21 21:02
bis(2-Chloroethyl) ether
ug/L
ND
5.0
02/23/21 21:02
bis(2-Ethylhexyl)phthalate
ug/L
ND
5.0
02/23/21 21:02
Butylbenzylphthalate
ug/L
ND
5.0
02/23/21 21:02
Chrysene
ug/L
ND
5.0
02/23/21 21:02
Di-n-butylphthalate
ug/L
ND
5.0
02/23/21 21:02
Di-n-octylphthalate
ug/L
ND
5.0
02/23/21 21:02
Dibenz(a,h)anthracene
ug/L
ND
5.0
02/23/21 21:02
Diethylphthalate
ug/L
ND
5.0
02/23/21 21:02
Dimethylphthalate
ug/L
ND
5.0
02/23/21 21:02
Fluoranthene
ug/L
ND
5.0
02/23/21 21:02
Fluorene
ug/L
ND
5.0
02/23/21 21:02
Hexachloro-1,3-butadiene
ug/L
ND
5.0
02/23/21 21:02
Hexachlorobenzene
ug/L
ND
5.0
02/23/21 21:02
Hexachlorocyclopentadiene
ug/L
ND
10.0
02/23/21 21:02
Qualifiers
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
METHOD BLANK: 3171037 Matrix:
Associated Lab Samples: 92523215005, 92523215006, 92523215007
Blank
Parameter Units Result
Water
Reporting
Limit
Analyzed
Hexachloroethane
ug/L
ND
5.0
02/23/21 21:02
Indeno(1,2,3-cd)pyrene
ug/L
ND
5.0
02/23/21 21:02
Isophorone
ug/L
ND
10.0
02/23/21 21:02
N-Nitroso-di-n-propylamine
ug/L
ND
5.0
02/23/21 21:02
N-Nitrosodimethylamine
ug/L
ND
5.0
02/23/21 21:02
N-Nitrosodiphenylamine
ug/L
ND
10.0
02/23/21 21:02
Naphthalene
ug/L
ND
5.0
02/23/21 21:02
Nitrobenzene
ug/L
ND
5.0
02/23/21 21:02
Pentachlorophenol
ug/L
ND
10.0
02/23/21 21:02
Phenanthrene
ug/L
ND
5.0
02/23/21 21:02
Phenol
ug/L
ND
5.0
02/23/21 21:02
Pyrene
ug/L
ND
5.0
02/23/21 21:02
2,4,6-Tribromophenol (S)
%
116
10-137
02/23/21 21:02
2-Fluorobiphenyl (S)
%
112
15-120
02/23/21 21:02
2-Fluorophenol(S)
%
81
10-120
02/23/21 21:02
Nitrobenzene-d5 (S)
%
115
10-120
02/23/21 21:02
Phenol-d6 (S)
%
65
10-120
02/23/21 21:02
Terphenyl-d14 (S)
%
155
11-131
02/23/21 21:02 S3
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
3171038
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,2,4-Trichlorobenzene
ug/L
50
34.6
69
44-142
2,2'-Oxybis(1-chloropropane)
ug/L
50
42.8
86
36-166
2,4,6-Trichlorophenol
ug/L
50
51.2
102
37-144
2,4-Dichlorophenol
ug/L
50
49.8
100
1-191
2,4-Dimethylphenol
ug/L
50
44.3
89
32-119
2,4-Dinitrophenol
ug/L
250
326
131
1-181
2,4-Dinitrotoluene
ug/L
50
59.6
119
39-139
2,6-Dinitrotoluene
ug/L
50
61.0
122
50-158
2-Chloronaphthalene
ug/L
50
42.8
86
60-118
2-Chlorophenol
ug/L
50
45.3
91
23-134
2-Nitrophenol
ug/L
50
49.0
98
29-182
3,3'-Dichlorobenzidine
ug/L
100
125
125
1-262
4,6-Dinitro-2-methyl phenol
ug/L
100
141
141
1-181
4-Bromophenylphenyl ether
ug/L
50
55.2
110
53-127
4-Chloro-3-methylphenol
ug/L
100
109
109
22-147
4-Chlorophenylphenyl ether
ug/L
50
54.8
110
25-158
4-Nitrophenol
ug/L
250
203
81
1-132
Acenaphthene
ug/L
50
49.8
100
47-145
Acenaphthylene
ug/L
50
50.6
101
33-145
Anthracene
ug/L
50
61.6
123
1-166
Benzo(a)anthracene
ug/L
50
64.0
128
33-143
Benzo(a)pyrene
ug/L
50
64.8
130
17-163
Qualifiers
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 29

Pace Analytical Services, LLC
9800
lCtaac,Analyfical ® Kiney Ave. Suite 100
Huntersville, NC 28078
0788
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
LABORATORY CONTROL SAMPLE:
Parameter
3171038
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Benzo(b)fluoranthene
ug/L
50
62.0
124
24-159
Benzo(g,h,i)perylene
ug/L
50
66.0
132
1-219
Benzo(k)fluoranthene
ug/L
50
61.6
123
11-162
bis(2-Chloroethoxy)methane
ug/L
50
47.4
95
33-184
bis(2-Chloroethyl) ether
ug/L
50
47.4
95
12-158
bis(2-Ethylhexyl)phthalate
ug/L
50
75.5
151
8-158
Butylbenzylphthalate
ug/L
50
68.7
137
1-152
Chrysene
ug/L
50
61.7
123
17-168
Di-n-butylphthalate
ug/L
50
68.9
138
1-118 L1
Di-n-octylphthalate
ug/L
50
76.5
153
4-146 L1
Dibenz(a,h)anthracene
ug/L
50
66.8
134
1-227
Diethylphthalate
ug/L
50
59.0
118
1-114 L1
Dimethylphthalate
ug/L
50
56.8
114
1-112 L1
Fluoranthene
ug/L
50
65.3
131
26-137
Fluorene
ug/L
50
57.2
114
59-121
Hexachloro-1,3-butadiene
ug/L
50
29.2
58
24-116
Hexachlorobenzene
ug/L
50
55.2
110
1-152
Hexachlorocyclopentadiene
ug/L
50
29.3
59
25-150
Hexachloroethane
ug/L
50
30.8
62
40-113
Indeno(1,2,3-cd)pyrene
ug/L
50
65.6
131
1-171
Isophorone
ug/L
50
49.8
100
21-196
N-Nitroso-di-n-propylamine
ug/L
50
52.9
106
1-230
N-Nitrosodimethylamine
ug/L
50
39.3
79
25-150
N-Nitrosodiphenylamine
ug/L
50
57.8
116
25-150
Naphthalene
ug/L
50
41.8
84
21-133
Nitrobenzene
ug/L
50
45.0
90
35-180
Pentachlorophenol
ug/L
100
139
139
14-176
Phenanthrene
ug/L
50
60.0
120
54-120
Phenol
ug/L
50
29.2
58
5-112
Pyrene
ug/L
50
62.1
124
52-115 L1
2,4,6-Tribromophenol (S)
%
127
10-137
2-Fluorobiphenyl (S)
%
87
15-120
2-Fluorophenol(S)
%
66
10-120
Nitrobenzene-d5 (S)
%
89
10-120
Phenol-d6 (S)
%
57
10-120
Terphenyl-d14 (S)
%
143
11-131 SO
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3171039
3171040
MS
MSD
92522474002 Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,2,4-Trichlorobenzene
ug/L
ND 50
50
47.3
45.0
95
90
44-142
5
2,2'-Oxybis(1-chloropropane)
ug/L
ND 50
50
51.2
50.0
102
100
36-166
2
2,4,6-Trichlorophenol
ug/L
ND 50
50
45.9
57.9
92
116
37-144
23
2,4-Dichlorophenol
ug/L
ND 50
50
50.5
60.1
101
120
1-191
17
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC.
Page 21 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3171039
3171040
MS
MSD
92522474002
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits RPD Qual
2,4-Dimethylphenol
ug/L
ND
50
50
55.8
59.0
112
118
32-119
5
2,4-Dinitrophenol
ug/L
ND
250
250
137
331
55
132
1-181
83 R1
2,4-Dinitrotoluene
ug/L
ND
50
50
61.0
61.7
122
123
39-139
1
2,6-Dinitrotoluene
ug/L
ND
50
50
60.1
62.0
120
124
50-158
3
2-Chloronaphthalene
ug/L
ND
50
50
51.3
50.3
103
101
60-118
2
2-Chlorophenol
ug/L
ND
50
50
46.2
53.5
92
107
23-134
15
2-Nitrophenol
ug/L
ND
50
50
51.5
60.1
103
120
29-182
15
3,3'-Dichlorobenzidine
ug/L
ND
100
100
122
124
122
124
1-262
1
4,6-Dinitro-2-methyl phenol
ug/L
ND
100
100
106
137
106
137
1-181
25
4-Bromophenylphenyl ether
ug/L
ND
50
50
55.0
58.6
110
117
53-127
6
4-Chloro-3-methylphenol
ug/L
ND
100
100
107
121
107
121
22-147
13
4-Chlorophenylphenyl ether
ug/L
ND
50
50
58.8
59.7
118
119
25-158
2
4-Nitrophenol
ug/L
ND
250
250
164
208
65
83
1-132
24
Acenaphthene
ug/L
ND
50
50
54.9
55.6
110
111
47-145
1
Acenaphthylene
ug/L
ND
50
50
56.9
56.0
114
112
33-145
2
Anthracene
ug/L
ND
50
50
59.2
61.1
118
122
1-166
3
Benzo(a)anthracene
ug/L
ND
50
50
64.0
63.1
128
126
33-143
1
Benzo(a)pyrene
ug/L
ND
50
50
62.5
62.5
125
125
17-163
O IL
Benzo(b)fluoranthene
ug/L
ND
50
50
60.6
57.6
121
115
24-159
5
Benzo(g,h,i)perylene
ug/L
ND
50
50
63.6
63.8
127
128
1-219
0
Benzo(k)fluoranthene
ug/L
ND
50
50
63.1
61.5
126
123
11-162
3
bis(2-Chloroethoxy)methane
ug/L
ND
50
50
58.1
58.5
116
117
33-184
1
bis(2-Chloroethyl) ether
ug/L
ND
50
50
58.0
56.4
116
113
12-158
3
bis(2-Ethylhexyl)phthalate
ug/L
ND
50
50
70.7
68.3
141
137
8-158
3
Butylbenzylphthalate
ug/L
ND
50
50
68.1
67.6
136
135
1-152
1
Chrysene
ug/L
ND
50
50
61.3
59.0
123
118
17-168
4
Di-n-butylphthalate
ug/L
ND
50
50
66.9
65.9
134
132
1-118
1 MO
Di-n-octylphthalate
ug/L
ND
50
50
74.9
73.1
150
146
4-146
3 MO
Dibenz(a,h)anthracene
ug/L
ND
50
50
66.3
64.2
133
128
1-227
3
Diethylphthalate
ug/L
ND
50
50
60.6
62.0
121
124
1-114
2 MO
Dimethylphthalate
ug/L
ND
50
50
57.5
59.4
115
119
1-112
3 MO
Fluoranthene
ug/L
ND
50
50
65.7
64.5
131
129
26-137
2
Fluorene
ug/L
ND
50
50
58.8
60.2
118
120
59-121
2
Hexachloro-1,3-butadiene
ug/L
ND
50
50
44.3
38.9
89
78
24-116
13
Hexachlorobenzene
ug/L
ND
50
50
53.7
54.6
107
109
1-152
2
Hexachlorocyclopentadiene
ug/L
ND
50
50
39.0
37.2
78
74
25-150
5
Hexachloroethane
ug/L
ND
50
50
42.8
40.0
86
80
40-113
7
Indeno(1,2,3-cd)pyrene
ug/L
ND
50
50
66.5
63.7
133
127
1-171
4
Isophorone
ug/L
ND
50
50
59.9
58.0
120
116
21-196
3
N-Nitroso-di-n-propylamine
ug/L
ND
50
50
61.2
59.1
122
118
1-230
3
N-Nitrosodimethylamine
ug/L
ND
50
50
47.3
47.9
95
96
25-150
1
N-Nitrosodiphenylamine
ug/L
ND
50
50
55.8
58.0
112
116
25-150
4
Naphthalene
ug/L
ND
50
50
53.2
50.0
106
100
21-133
6
Nitrobenzene
ug/L
ND
50
50
55.4
55.2
111
110
35-180
0
Pentachlorophenol
ug/L
ND
100
100
110
143
110
143
14-176
26
Phenanthrene
ug/L
ND
50
50
57.8
59.6
116
119
54-120
3
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3171039
3171040
MS
MSD
92522474002 Spike
Spike MS
MSD
MS
MSD
% Rec
Parameter
Units
Result Conc.
Conc. Result
Result
% Rec
% Rec
Limits RPD Qual
Phenol
ug/L
ND 50
50 30.5
34.9
61
70
5-112 13
Pyrene
ug/L
ND 50
50 59.5
59.9
119
120
52-115 1 MO
2,4,6-Tribromophenol (S)
%
98
126
10-137
2-Fluorobiphenyl (S)
%
101
103
15-120
2-Fluorophenol(S)
%
67
82
10-120
Nitrobenzene-d5 (S)
%
109
110
10-120
Phenol-d6 (S)
%
58
67
10-120
Terphenyl-d14 (S)
%
137
138
11-131 SO
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC.
Page 23 of 29

lV11.1 Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CPC Kannapolis
Pace Project No.: 92523215
QC Batch: 602232 Analysis Method: MADEP EPH
QC Batch Method: MADEP EPH Analysis Description: MADEP EPH NC Water
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92523215005, 92523215006, 92523215007
METHOD BLANK: 3173108
Matrix:
Water
Associated Lab Samples:
92523215005, 92523215006, 92523215007
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Aliphatic (C09-C18)
ug/L
ND
100
02/26/21 08:42
N2
Aliphatic (C19-C36)
ug/L
ND
100
02/26/21 08:42
N2
Aromatic (C11-C22)
ug/L
ND
100
02/26/21 08:42
N2
1-Chlorooctadecane (S)
%
35
40-140
02/26/21 08:42
SO
2-Bromonaphthalene (S)
%
88
40-140
02/26/21 08:42
2-Fluorobiphenyl (S)
%
87
40-140
02/26/21 08:42
o-Terphenyl(S)
%
60
40-140
02/26/21 08:42
LABORATORY CONTROL SAMPLE & LCSD:
3173109
3173112
Spike
LCS
LCSD
LCS LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result
% Rec %
Rec
Limits
RPD RPD Qualifiers
Aliphatic (C09-C18)
ug/L
300
206
176
69
59
40-140
16
50 N2
Aliphatic (C19-C36)
ug/L
400
356
333
89
83
40-140
7
50 N2
Aromatic (C11-C22)
ug/L
850
754
600
89
71
40-140
23
50 N2
1-Chlorooctadecane (S)
%
56
49
40-140
2-Bromonaphthalene (S)
%
102
93
40-140
2-Fluorobiphenyl (S)
%
101
92
40-140
o-Terphenyl(S)
%
106
84
40-140
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3173113
3173114
MS
MSD
92522837006
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec % Rec
Limits
RPD Qual
Aliphatic (C09-C18)
ug/L
ND
300
300
102
123
30
37
40-140
19 M1,N2
Aliphatic (C19-C36)
ug/L
ND
400
400
174
201
40
47
40-140
14 N2
Aromatic (C11-C22)
ug/L
ND
850
850
369
414
42
48
40-140
12 N2
1-Chlorooctadecane (S)
%
10
16
40-140
SO
2-Bromonaphthalene (S)
%
99
91
40-140
2-Fluorobiphenyl (S)
%
99
90
40-140
o-Terphenyl(S)
%
56
56
40-140
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC.
Page 24 of 29

Pace Analytical Services, LLC
9800
lCtaac,Analyfical ® Kiney Ave. Suite 100
Huntersville, NC 28078
0788
www.pacelabs.com [phone]
QUALIFIERS
Project: CPC Kannapolis
Pace Project No.: 92523215
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.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
IL This analyte exceeded secondary source verification criteria low for the initial calibration. The reported results should be
considered an estimated value.
L1 Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.
MO Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
N2 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A
complete list of accreditations/certifications is available upon request.
P2 Re -extraction or re -analysis could not be performed due to insufficient sample amount.
R1 RPD value was outside control limits.
SO Surrogate recovery outside laboratory control limits.
S3 Surrogate recovery exceeded laboratory control limits. Analyte presence below reporting limits in associated sample.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/26/2021 04:56 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 29

lceAnalyircal
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project:
Pace Project No.:
CPC Kannapolis
92523215
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92523215005
MW-24
MADEP EPH
602232
MADEP EPH
602959
92523215006
MW-25
MADEP EPH
602232
MADEP EPH
602959
92523215007
MW-25D
MADEP EPH
602232
MADEP EPH
602959
92523215005
MW-24
MADEPV
1625397
MADEP VPH
1625397
92523215006
MW-25
MADEPV
1625397
MADEP VPH
1625397
92523215007
MW-25D
MADEPV
1625397
MADEP VPH
1625397
92523215005
MW-24
EPA 625.1
601815
EPA 625.1
601996
92523215006
MW-25
EPA 625.1
601815
EPA 625.1
601996
92523215007
MW-25D
EPA 625.1
601815
EPA 625.1
601996
92523215001
MW-4
SM 6200B
601728
92523215002
MW-6
SM 6200B
601728
92523215003
MW-8
SM 6200B
601728
92523215004
MW-13
SM 6200B
601728
92523215005
MW-24
SM 6200B
601728
92523215006
MW-25
SM 6200B
601728
92523215007
MW-25D
SM 6200B
601728
92523215008
DUP-1
SM 6200E
601728
92523215009
EB-1
SM 6200B
601728
92523215010
TRIP BLANK
SM 6200B
601728
Date: 02/26/2021 04:56 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 26 of 29

Document Name: Document Revised: October 29, 2020
Sample Condition Upon Receipt(SCURi Page 1 of 2
r- 27ceAnaVica( Document No.: Issuing Authority:
F-CAR-CS-033-Rev.07 Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersville a Raleigh❑ Mechanicsville❑ Atlanta❑ Kernersville❑
Sample Condition I Client Name: WQ# • 92523215
Project ri•
I ll `j1
Courier: ❑Fed Ex ❑UPS - ❑USPS % Client
❑ Commercial ❑Pace ❑Other: I 1
92523215
Custody Seal Present? Dyes .❑No Seals Intact? ❑Yes ❑No
Late/Initials Person Examining Contents; 1 -
Packing Material ❑Bubble Wrap EfBubble Bags [-]None ❑ Other Biological Tissue Frozen?
Thermometer;; - ", ,-
❑Yes ❑No ❑NJA
p. [:]Wet❑Blue ❑ None
Q"� Gun ID: - ' Type of ire:
�* Correction Factor:
Cooler Temp: Add/Subtract ("C) (),Q°C Temp should be above freezing to VC
-- ❑Samples out of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected (*C): has begun
USIA Regulated Soil.(❑ N/A, water sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC (check maps)? Did samples originate from a foreign source (internationally,
nYes 7No inrludin¢ Hawaii and Puerto Ricol? rlYes nNo
Comments/Discrepancy:
Chain of Custody Present?
❑Yes
❑No
❑N/A
1.
Samples Arrived within Hold Time?
❑Yes
❑No
❑N/A
2.
Short Hold Time Analysis (02 hr.)?
[]Yes
]No
❑N/A
3.
Rush Turn Around Time Requested?
[:]Yes
-El-No
❑N/A
4.
Sufficient Volume?
❑Y—es
[:)No
❑N/A
5.
Correct Containers Used?
-Pace Containers Used?
❑Yt1s
C3Yds
_ ❑No
[-]No
❑N/A
❑N/A
6.
Containers Intact?
Dyes
❑No
❑N/A
7.
Dissolved analysis; Samples Field Filtered?
❑Yes
❑No
❑fir/A
8.
Sample Labels Match COC?
-Includes Date/Time/ID/Analysis Matrix:
❑Y1�'s
❑No
❑N/A
9.
Headspace in VOA Vials (>5.6mm)?
❑Yes
❑tan
Q N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
L)Yes
❑Yes
❑No
❑N'o
❑N/A
❑N/A
11.
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review;
Date/Time:
Lot ID of split containers:
Date;
Field Data Required? ❑Yes ❑No
Project Manager SRF Review:
Date;
Page 27 of 29

Document Name: Document Revised: October 28, 2020
4 Sample Condition Upon Recei t(SCUR) Page 2 of 2
/�ZeAnaVical Document No.: Issuing Authority:
+ F-CAR-CS-033-Rev,07 Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (waters DOC, LLHg
**Bottom half of box is to list number of bottles
Project# WQ# : 92523215
PM: AMB Due Date: 02/26/21
CLIENT: 92-APEX MOOR
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pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
tot 6
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this torm will oe sent to the North Carolina DEHNR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 28 of 29

acmnalXical `
Project No.
Sample ID/Description
(COnl8inet8 for each
�sam
1 ple maybe combined on one Ifne)
VV �
AAW -9
PACE ANALYTICAL SERVICES, LLC
106 Vantage Point Drive • West Columbia, SC 29172
Telephone No, 803-791-9700 Fax No. 803-791-9111
www.pacelabs.com
Report to 1ontac Telephone No. /E--mail
Samp! is Signature Analysis (Attach list if more space is
Zip Code q X
A lJn } Printed Name
P.O. No.
m
Matrix
CollectionTC
fleatibn TmeDates)(Military)
!5 i c
Z
No o! Containers
by Preservalive Type �!
72
Number t 15 8 01
Quote No.
Page�of
Lot rY Bar Code
(lab use only)
Remarks /Cooler I.D.
L�
Owl
IV N vv
! 0\o Cab
007
�o tl
Turn Around Time Required (Prior tab approval repaired for expedited TAT) Sample Disposal Possible Hazard Identification
Standard Rush (Sp cify) QC Requirements (Specify)
I 'Return to Client Disposal by Lab ! Non -Hazard i I Flammahie Skin Irritant -i Pelson I-! Unknown
1. R ufshed b Da a Time i. ceive
of 71 � Date Time I7Dg
2. Relinquished by L ` 1 'Z I
to Time 2. Received by Date Time
3. Relinquished by Date rme 3. Received by
Date Time
4. Relinquished by Date Time 4. Laboratory received by
Date Time
Note: All samples are retained for four weeks from receipt LAB USE ONLY
unless other arrangements are made. Temp Blank Y N
Received on ice (Circle) Yes No Ice Pack Receipt Temp. "C
DISTRIBUTION: WHITE & YELLOW -Return to laboratory with Sample(s): PINK-Field/Client Copy
Document Number.- ME003N2-01
N
0
M
N
lU
Il

aceAnalytical
Report of Analysis
Apex Companies, LLC
10610 Metromont Parkway
Suite 206
Charlotte, NC 28269
Attention: Andrew Street
Project Name: CPC Kannapolis
Project Number: CPC21014
Lot Number:W102002
Date Completed:09/27/2021
I
09/27/2021 1:20 PM
Approved and released by:
Project Manager II: Lucas Odom
JA
A CC A E O[ Y E O
YESiIHG [AWRATOPY
The electronic signature above is the equivalent of a handwritten signature.
This report shall not be reproduced, except in its entirety, without the written approval of Pace Analytical Services, LLC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172
Tel:[phone] Fax:[phone] www.pacelabs.com
Page 1 of 45

PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
Apex Companies, LLC
Lot Number: W102002
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report.
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved The NELAC Institute (TNI) standards, the Pace Analytical Services, LLC ("Pace")
Laboratory Quality Manual, standard operating procedures (SOPS), and Pace policies. Any exceptions to
the TNI standards, the Laboratory Quality Manual, SOPS or policies are qualified on the results page or
discussed below.
Pace is a TNI accredited laboratory; however, the following reported analyses are currently not listed on
our TNI scope of accreditation:
Biological Tissue: All, Non -Potable Water: SGT-HEM EPA 1664B, Silica EPA 200.7, Boron, Calcium,
Silicon, Strontium EPA 200.8, Bicarbonate, Carbonate, and Hydroxide Alkalinity SM 2320 B-2011, Fecal
Coliform SM 9221 C E-2006 & SM 9222D-2006, Strontium SW-846 6010D, VOC SM 6200 B-2011,
Drinking Water: VOC (excluding BTEX, MTBE, Naphthalene, & 1,2-dichloroethane) EPA 524.2, Solid
Chemical Material: TOC Walkley-Black.
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
SVOCs by GC/MS
The following sample was diluted due to the nature of the sample matrix:W102002-004, W102002-005,
W102002-006. The LOQ has been elevated to reflect the dilution.
Pace Analytical Services, LLC (formerly Shealy Environmetal Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] whw.pacelabs.com
Page 2 of 45

PACE ANALYTICAL SERVICES, LLC
Sample Summary
Apex Companies, LLC
Lot Number: W102002
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
MW-4
Aqueous
08/30/20211100
09/02/2021
002
MW-6
Aqueous
08/30/20211130
09/02/2021
003
MW-8
Aqueous
08/30/20211232
09/02/2021
004
MW-24
Aqueous
08/30/20211424
09/02/2021
005
MW-25
Aqueous
08/30/20211355
09/02/2021
006
MW-25D
Aqueous
08/30/20211330
09/02/2021
007
DUP-1
Aqueous
08/30/2021
09/02/2021
008
EB-1
Aqueous
08/30/20211440
09/02/2021
009
Trip Blank
Aqueous
08/30/2021
09/02/2021
(9 samples)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 3 of 45

PACE ANALYTICAL SERVICES, LLC
Detection Summary
Apex Companies, LLC
Lot Number: W102002
Sample Sample ID
Matrix
Parameter
Method
Result
Q
Units
Page
002
MW-6
Aqueous
Methyl tertiary butyl ether
SM 620013-
1.6
ug/L
6
003
MW-8
Aqueous
Methyl tertiary butyl ether
SM 620013-
7.4
ug/L
7
004
MW-24
Aqueous
Pyrene
625.1
4.2
J
ug/L
9
004
MW-24
Aqueous
C11 - C22 Aromatics
MADEP-EPH-
2200
ug/L
10
004
MW-24
Aqueous
C9 - C18 Aliphatics
MADEP-EPH-
200
ug/L
10
004
MW-24
Aqueous
C19 - C36 Aliphatics
MADEP-EPH-
100
ug/L
10
004
MW-24
Aqueous
C5 - C8 Aliphatics
MADEP-VPH-
58
J
ug/L
10
004
MW-24
Aqueous
C9 - C12 Aliphatics
MADEP-VPH-
100
ug/L
10
004
MW-24
Aqueous
C9 - C10 Aromatics
MADEP-VPH-
170
ug/L
11
005
MW-25
Aqueous
C11 - C22 Aromatics
MADEP-EPH-
310
ug/L
14
006
MW-25D
Aqueous
C11 - C22 Aromatics
MADEP-EPH-
510
ug/L
18
006
MW-25D
Aqueous
C9 - C10 Aromatics
MADEP-VPH-
5.6
J
ug/L
19
(12 detections)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 4 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-001
Description: MW-4 Matrix: Aqueous
Date Sampled:08/30/2021 1100
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 6200B- SM 620OB-2011 1 09/09/2021 1806 TML 14896
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
97 70-130
1,2-Dichloroethane-d4
99 70-130
Toluene-d8
95 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 5 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-002
Description: MW-6 Matrix: Aqueous
Date Sampled:08/30/2021 1130
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 6200B- SM 620OB-2011 1 09/09/2021 1829 TML 14896
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620OB-2011
1.6
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
103 70-130
1,2-Dichloroethane-d4
101 70-130
Toluene-d8
99 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 6 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-003
Description: MW-8 Matrix: Aqueous
Date Sampled:08/30/2021 1232
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 6200B- SM 620OB-2011 1 09/09/2021 1852 TML 14896
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620OB-2011
7.4
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
97 70-130
1,2-Dichloroethane-d4
100 70-130
Toluene-d8
97 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 7 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-004
Description: MW-24 Matrix: Aqueous
Date Sampled:08/30/2021 1424
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 SM 6200B-
SM 620OB-2011 1 09/09/2021 1915 TML
14896
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
101 70-130
1,2-Dichloroethane-d4
101 70-130
Toluene-d8
98 70-130
Semivolatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 625.1
625.1 5 09/08/20211824 STM
09/03/20211739 14446
2 625.1
625.1 5 09/12/20211733 STM
09/03/20211739 14446
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acenaphthene
83-32-9 625.1
ND
8.0
4.0
ug/L
1
Acenaphthylene
208-96-8 625.1
ND
8.0
4.0
ug/L
1
Anthracene
120-12-7 625.1
ND
8.0
4.0
ug/L
1
Benzo(a)anthracene
56-55-3 625.1
ND
8.0
4.0
ug/L
1
Benzo(a)pyrene
50-32-8 625.1
ND
8.0
4.0
ug/L
1
Benzo(b)fluoranthene
205-99-2 625.1
ND
8.0
4.0
ug/L
1
Benzo(g,h,i)perylene
191-24-2 625.1
ND
8.0
4.0
ug/L
1
Benzo(k)fluoranthene
207-08-9 625.1
ND
8.0
4.0
ug/L
1
Benzyl alcohol
100-51-6 625.1
ND
16
10
ug/L
2
4-Bromophenyl phenyl ether
101-55-3 625.1
ND
8.0
4.0
ug/L
1
Butyl benzyl phthalate
85-68-7 625.1
ND
8.0
4.0
ug/L
1
bis (2-Chloro-1-methylethyl) ether
108-60-1 625.1
ND
8.0
4.0
ug/L
1
4-Chloro-3-methyl phenol
59-50-7 625.1
ND
8.0
4.0
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1 625.1
ND
8.0
4.0
ug/L
1
bis(2-Chloroethyl)ether
111-44-4 625.1
ND
8.0
4.0
ug/L
1
2-Chloronaphthalene
91-58-7 625.1
ND
8.0
4.0
ug/L
1
2-Chlorophenol
95-57-8 625.1
ND
8.0
4.0
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3 625.1
ND
8.0
4.0
ug/L
1
Chrysene
218-01-9 625.1
ND
8.0
4.0
ug/L
1
Dibenzo(a,h)anthracene
53-70-3 625.1
ND
8.0
4.0
ug/L
1
Dibenzofuran
132-64-9 625.1
ND
8.0
5.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1 625.1
ND
40
4.0
ug/L
1
2,4-Dichlorophenol
120-83-2 625.1
ND
8.0
4.0
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
Q = Surrogate failure
NO = Not detected at or above the DL N =
Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result <
LOQ and > DL
L = LCS/LCSD
failure
H = Out of holding time W =
Reported on wet weight basis
S = MS/MSD
failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 8 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-004
Description: MW-24 Matrix: Aqueous
Date Sampled:08/30/2021 1424
Date Received:09/02/2021
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625.1 625.1 5 09/08/20211824 STM 09/03/20211739 14446
2 625.1 625.1 5 09/12/20211733 STM 09/03/20211739 14446
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Diethylphthalate
84-66-2
625.1
ND
8.0
4.0
ug/L
Dimethyl phthalate
131-11-3
625.1
ND
8.0
4.0
ug/L
2,4-Dimethylphenol
105-67-9
625.1
ND
8.0
4.0
ug/L
Di-n-butyl phthalate
84-74-2
625.1
ND
8.0
4.1
ug/L
4,6-Dinitro-2-methylphenol
534-52-1
625.1
ND
40
4.0
ug/L
2,4-Dinitrophenol
51-28-5
625.1
ND
40
4.0
ug/L
Di-n-octylphthalate
117-84-0
625.1
ND
8.0
4.0
ug/L
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625.1
ND
8.0
4.0
ug/L
bis(2-Ethylhexyl)phthalate
117-81-7
625.1
ND
40
20
ug/L
Fluoranthene
206-44-0
625.1
ND
8.0
4.0
ug/L
Fluorene
86-73-7
625.1
ND
8.0
4.0
ug/L
Hexachlorobenzene
118-74-1
625.1
ND
8.0
4.0
ug/L
Hexachlorobutadiene
87-68-3
625.1
ND
8.0
4.0
ug/L
Hexachlorocyclopentadiene
77-47-4
625.1
ND
40
20
ug/L
Hexachloroethane
67-72-1
625.1
ND
8.0
4.0
ug/L
Indeno(1,2,3-c,d)pyrene
193-39-5
625.1
ND
8.0
4.0
ug/L
Isophorone
78-59-1
625.1
ND
8.0
4.0
ug/L
1-Methylnaphthalene
90-12-0
625.1
ND
8.0
2.0
ug/L
2-Methylnaphthalene
91-57-6
625.1
ND
8.0
2.0
ug/L
2-Methylphenol
95-48-7
625.1
ND
8.0
3.4
ug/L
3+4-Methylphenol
106-44-5
625.1
ND
8.0
7.5
ug/L
Naphthalene
91-20-3
625.1
ND
8.0
4.0
ug/L
Nitrobenzene
98-95-3
625.1
ND
8.0
4.0
ug/L
2-Nitrophenol
88-75-5
625.1
ND
16
4.0
ug/L
4-Nitrophenol
100-02-7
625.1
ND
40
20
ug/L
N-Nitrosodi-n-propylamine
621-64-7
625.1
ND
8.0
4.0
ug/L
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625.1
ND
8.0
4.0
ug/L
Pentachlorophenol
87-86-5
625.1
ND
40
20
ug/L
Phenanthrene
85-01-8
625.1
ND
8.0
4.0
ug/L
Phenol
108-95-2
625.1
ND
8.0
4.0
ug/L
Pyrene
129-00-0
625.1
4.2 J
8.0
4.0
ug/L
1,2,4-Trichlorobenzene
120-82-1
625.1
ND
8.0
4.0
ug/L
2,4,6-Trichlorophenol
88-06-2
625.1
ND
8.0
4.0
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 9 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-004
Description: MW-24 Matrix: Aqueous
Date Sampled:08/30/2021 1424
Date Received:09/02/2021
Run 1 Acceptance Run 2 Acceptance
Surrogate
Q % Recovery Limits Q % Recovery Limits
2-Fluorobiphenyl
68 37-129 96 37-129
2-Fluorophenol
38 24-127 60 24-127
Nitrobenzene-d5
79 38-127 102 38-127
Phenol-d5
44 28-128 78 28-128
Terphenyl-d14
45 10-148 71 10-148
2,4,6-Tribromophenol
106 41-144 114 41-144
MADEP EPH (aromatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 09/21/20212155 NCM 09/09/20211030
14812
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C11 - C22 Aromatics
MADEP-EPH-04 2200
100
100
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
o - Terphenyl (aromatic)
99 40-140
2-Fluorobiphenyl (fractionation 1)
113 40-140
2-Bromonaphthalene (fractionation
2) 114 40-140
MADEP EPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 09/21/20212057 NCM 09/09/20211030
14811
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C9 - C18 Aliphatics
MADEP-EPH-04 200
100
100
ug/L
1
C19 - C36 Aliphatics
MADEP-EPH-04 100
100
100
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1-Chloro-octadecane (aliphatic)
75 40-140
MADEP VPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 VPH
MADEP-VPH-18-2.1 1 09/10/20211555 JM1
15061
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C5 - C8 Aliphatics
MADEP-VPH-18- 58 J
75
15
ug/L
1
C9 - C12 Aliphatics
MADEP-VPH-18- 100
75
15
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
Q = Surrogate failure
NO = Not detected at or above the DL N =
Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated
result <
LOQ and > DL
L = LCS/LCSD
failure
H = Out of holding time W
= Reported on wet weight basis
S = MS/MSD
failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 10 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-004
Description: MW-24 Matrix: Aqueous
Date Sampled:08/30/2021 1424
Date Received:09/02/2021
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (FID) 82 70-130
MADEP VPH (aromatics)
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 VPH MADEP-VPH-18-2.1 1 09/10/20211555 JM1 15060
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
C9 - C10 Aromatics MADEP-VPH-18- 170 25 5.0 ug/L 1
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (PID) 84 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 11 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-005
Description: MW-25 Matrix: Aqueous
Date Sampled:08/30/2021 1355
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 SM 6200B-
SM 620OB-2011 1 09/09/2021 1938 TML
14896
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
102 70-130
1,2-Dichloroethane-d4
99 70-130
Toluene-d8
98 70-130
Semivolatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 625.1
625.1 5 09/08/20211849 STM
09/03/20211739 14446
2 625.1
625.1 5 09/12/20211758 STM
09/03/20211739 14446
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acenaphthene
83-32-9 625.1
ND
8.0
4.0
ug/L
1
Acenaphthylene
208-96-8 625.1
ND
8.0
4.0
ug/L
1
Anthracene
120-12-7 625.1
ND
8.0
4.0
ug/L
1
Benzo(a)anthracene
56-55-3 625.1
ND
8.0
4.0
ug/L
1
Benzo(a)pyrene
50-32-8 625.1
ND
8.0
4.0
ug/L
1
Benzo(b)fluoranthene
205-99-2 625.1
ND
8.0
4.0
ug/L
1
Benzo(g,h,i)perylene
191-24-2 625.1
ND
8.0
4.0
ug/L
1
Benzo(k)fluoranthene
207-08-9 625.1
ND
8.0
4.0
ug/L
1
Benzyl alcohol
100-51-6 625.1
ND
16
10
ug/L
2
4-Bromophenyl phenyl ether
101-55-3 625.1
ND
8.0
4.0
ug/L
1
Butyl benzyl phthalate
85-68-7 625.1
ND
8.0
4.0
ug/L
1
bis (2-Chloro-1-methylethyl) ether
108-60-1 625.1
ND
8.0
4.0
ug/L
1
4-Chloro-3-methyl phenol
59-50-7 625.1
ND
8.0
4.0
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1 625.1
ND
8.0
4.0
ug/L
1
bis(2-Chloroethyl)ether
111-44-4 625.1
ND
8.0
4.0
ug/L
1
2-Chloronaphthalene
91-58-7 625.1
ND
8.0
4.0
ug/L
1
2-Chlorophenol
95-57-8 625.1
ND
8.0
4.0
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3 625.1
ND
8.0
4.0
ug/L
1
Chrysene
218-01-9 625.1
ND
8.0
4.0
ug/L
1
Dibenzo(a,h)anthracene
53-70-3 625.1
ND
8.0
4.0
ug/L
1
Dibenzofuran
132-64-9 625.1
ND
8.0
5.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1 625.1
ND
40
4.0
ug/L
1
2,4-Dichlorophenol
120-83-2 625.1
ND
8.0
4.0
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
Q = Surrogate failure
NO = Not detected at or above the DL N =
Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result <
LOQ and > DL
L = LCS/LCSD
failure
H = Out of holding time W =
Reported on wet weight basis
S = MS/MSD
failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 12 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-005
Description: MW-25 Matrix: Aqueous
Date Sampled:08/30/2021 1355
Date Received:09/02/2021
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625.1 625.1 5 09/08/20211849 STM 09/03/20211739 14446
2 625.1 625.1 5 09/12/20211758 STM 09/03/20211739 14446
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Diethylphthalate
84-66-2
625.1
ND
8.0
4.0
ug/L
Dimethyl phthalate
131-11-3
625.1
ND
8.0
4.0
ug/L
2,4-Dimethylphenol
105-67-9
625.1
ND
8.0
4.0
ug/L
Di-n-butyl phthalate
84-74-2
625.1
ND
8.0
4.1
ug/L
4,6-Dinitro-2-methylphenol
534-52-1
625.1
ND
40
4.0
ug/L
2,4-Dinitrophenol
51-28-5
625.1
ND
40
4.0
ug/L
Di-n-octylphthalate
117-84-0
625.1
ND
8.0
4.0
ug/L
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625.1
ND
8.0
4.0
ug/L
bis(2-Ethylhexyl)phthalate
117-81-7
625.1
ND
40
20
ug/L
Fluoranthene
206-44-0
625.1
ND
8.0
4.0
ug/L
Fluorene
86-73-7
625.1
ND
8.0
4.0
ug/L
Hexachlorobenzene
118-74-1
625.1
ND
8.0
4.0
ug/L
Hexachlorobutadiene
87-68-3
625.1
ND
8.0
4.0
ug/L
Hexachlorocyclopentadiene
77-47-4
625.1
ND
40
20
ug/L
Hexachloroethane
67-72-1
625.1
ND
8.0
4.0
ug/L
Indeno(1,2,3-c,d)pyrene
193-39-5
625.1
ND
8.0
4.0
ug/L
Isophorone
78-59-1
625.1
ND
8.0
4.0
ug/L
1-Methylnaphthalene
90-12-0
625.1
ND
8.0
2.0
ug/L
2-Methylnaphthalene
91-57-6
625.1
ND
8.0
2.0
ug/L
2-Methylphenol
95-48-7
625.1
ND
8.0
3.4
ug/L
3+4-Methylphenol
106-44-5
625.1
ND
8.0
7.5
ug/L
Naphthalene
91-20-3
625.1
ND
8.0
4.0
ug/L
Nitrobenzene
98-95-3
625.1
ND
8.0
4.0
ug/L
2-Nitrophenol
88-75-5
625.1
ND
16
4.0
ug/L
4-Nitrophenol
100-02-7
625.1
ND
40
20
ug/L
N-Nitrosodi-n-propylamine
621-64-7
625.1
ND
8.0
4.0
ug/L
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625.1
ND
8.0
4.0
ug/L
Pentachlorophenol
87-86-5
625.1
ND
40
20
ug/L
Phenanthrene
85-01-8
625.1
ND
8.0
4.0
ug/L
Phenol
108-95-2
625.1
ND
8.0
4.0
ug/L
Pyrene
129-00-0
625.1
ND
8.0
4.0
ug/L
1,2,4-Trichlorobenzene
120-82-1
625.1
ND
8.0
4.0
ug/L
2,4,6-Trichlorophenol
88-06-2
625.1
ND
8.0
4.0
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 13 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-005
Description: MW-25 Matrix: Aqueous
Date Sampled:08/30/2021 1355
Date Received:09/02/2021
Run 1 Acceptance Run 2 Acceptance
Surrogate
Q % Recovery Limits Q % Recovery Limits
2-Fluorobiphenyl
71 37-129 89 37-129
2-Fluorophenol
37 24-127 50 24-127
Nitrobenzene-d5
88 38-127 102 38-127
Phenol-d5
39 28-128 66 28-128
Terphenyl-d14
52 10-148 60 10-148
2,4,6-Tribromophenol
95 41-144 93 41-144
MADEP EPH (aromatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 09/21/20212204 NCM 09/09/20211030
14812
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C11 - C22 Aromatics
MADEP-EPH-04 310
100
100
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
o - Terphenyl (aromatic)
86 40-140
2-Fluorobiphenyl (fractionation 1)
95 40-140
2-Bromonaphthalene (fractionation
2) 96 40-140
MADEP EPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 09/21/20212106 NCM 09/09/20211030
14811
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C9 - C18 Aliphatics
MADEP-EPH-04 ND
100
100
ug/L
1
C19 - C36 Aliphatics
MADEP-EPH-04 ND
100
100
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1-Chloro-octadecane (aliphatic)
76 40-140
MADEP VPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 VPH
MADEP-VPH-18-2.1 1 09/10/20211624 JM1
15061
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C5 - C8 Aliphatics
MADEP-VPH-18- ND
75
15
ug/L
1
C9 - C12 Aliphatics
MADEP-VPH-18- ND
75
15
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
Q = Surrogate failure
NO = Not detected at or above the DL N =
Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated
result <
LOQ and > DL
L = LCS/LCSD
failure
H = Out of holding time W
= Reported on wet weight basis
S = MS/MSD
failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 14 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-005
Description: MW-25 Matrix: Aqueous
Date Sampled:08/30/2021 1355
Date Received:09/02/2021
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (FID) 92 70-130
MADEP VPH (aromatics)
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 VPH MADEP-VPH-18-2.1 1 09/10/20211624 JM1 15060
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
C9 - C10 Aromatics MADEP-VPH-18- ND 25 5.0 ug/L 1
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (PID) 84 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 15 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-006
Description: MW-25D Matrix: Aqueous
Date Sampled:08/30/2021 1330
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 SM 6200B-
SM 620OB-2011 1 09/09/2021 2001 TML
14896
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
98 70-130
1,2-Dichloroethane-d4
100 70-130
Toluene-d8
98 70-130
Semivolatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 625.1
625.1 5 09/08/20211913 STM
09/03/20211739 14446
2 625.1
625.1 5 09/12/20211823 STM
09/03/20211739 14446
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acenaphthene
83-32-9 625.1
ND
8.0
4.0
ug/L
1
Acenaphthylene
208-96-8 625.1
ND
8.0
4.0
ug/L
1
Anthracene
120-12-7 625.1
ND
8.0
4.0
ug/L
1
Benzo(a)anthracene
56-55-3 625.1
ND
8.0
4.0
ug/L
1
Benzo(a)pyrene
50-32-8 625.1
ND
8.0
4.0
ug/L
1
Benzo(b)fluoranthene
205-99-2 625.1
ND
8.0
4.0
ug/L
1
Benzo(g,h,i)perylene
191-24-2 625.1
ND
8.0
4.0
ug/L
1
Benzo(k)fluoranthene
207-08-9 625.1
ND
8.0
4.0
ug/L
1
Benzyl alcohol
100-51-6 625.1
ND
16
10
ug/L
2
4-Bromophenyl phenyl ether
101-55-3 625.1
ND
8.0
4.0
ug/L
1
Butyl benzyl phthalate
85-68-7 625.1
ND
8.0
4.0
ug/L
1
bis (2-Chloro-1-methylethyl) ether
108-60-1 625.1
ND
8.0
4.0
ug/L
1
4-Chloro-3-methyl phenol
59-50-7 625.1
ND
8.0
4.0
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1 625.1
ND
8.0
4.0
ug/L
1
bis(2-Chloroethyl)ether
111-44-4 625.1
ND
8.0
4.0
ug/L
1
2-Chloronaphthalene
91-58-7 625.1
ND
8.0
4.0
ug/L
1
2-Chlorophenol
95-57-8 625.1
ND
8.0
4.0
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3 625.1
ND
8.0
4.0
ug/L
1
Chrysene
218-01-9 625.1
ND
8.0
4.0
ug/L
1
Dibenzo(a,h)anthracene
53-70-3 625.1
ND
8.0
4.0
ug/L
1
Dibenzofuran
132-64-9 625.1
ND
8.0
5.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1 625.1
ND
40
4.0
ug/L
1
2,4-Dichlorophenol
120-83-2 625.1
ND
8.0
4.0
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
Q = Surrogate failure
NO = Not detected at or above the DL N =
Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result <
LOQ and > DL
L = LCS/LCSD
failure
H = Out of holding time W =
Reported on wet weight basis
S = MS/MSD
failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 16 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-006
Description: MW-25D Matrix: Aqueous
Date Sampled:08/30/2021 1330
Date Received:09/02/2021
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625.1 625.1 5 09/08/20211913 STM 09/03/20211739 14446
2 625.1 625.1 5 09/12/20211823 STM 09/03/20211739 14446
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Diethylphthalate
84-66-2
625.1
ND
8.0
4.0
ug/L
Dimethyl phthalate
131-11-3
625.1
ND
8.0
4.0
ug/L
2,4-Dimethylphenol
105-67-9
625.1
ND
8.0
4.0
ug/L
Di-n-butyl phthalate
84-74-2
625.1
ND
8.0
4.1
ug/L
4,6-Dinitro-2-methylphenol
534-52-1
625.1
ND
40
4.0
ug/L
2,4-Dinitrophenol
51-28-5
625.1
ND
40
4.0
ug/L
Di-n-octylphthalate
117-84-0
625.1
ND
8.0
4.0
ug/L
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625.1
ND
8.0
4.0
ug/L
bis(2-Ethylhexyl)phthalate
117-81-7
625.1
ND
40
20
ug/L
Fluoranthene
206-44-0
625.1
ND
8.0
4.0
ug/L
Fluorene
86-73-7
625.1
ND
8.0
4.0
ug/L
Hexachlorobenzene
118-74-1
625.1
ND
8.0
4.0
ug/L
Hexachlorobutadiene
87-68-3
625.1
ND
8.0
4.0
ug/L
Hexachlorocyclopentadiene
77-47-4
625.1
ND
40
20
ug/L
Hexachloroethane
67-72-1
625.1
ND
8.0
4.0
ug/L
Indeno(1,2,3-c,d)pyrene
193-39-5
625.1
ND
8.0
4.0
ug/L
Isophorone
78-59-1
625.1
ND
8.0
4.0
ug/L
1-Methylnaphthalene
90-12-0
625.1
ND
8.0
2.0
ug/L
2-Methylnaphthalene
91-57-6
625.1
ND
8.0
2.0
ug/L
2-Methylphenol
95-48-7
625.1
ND
8.0
3.4
ug/L
3+4-Methylphenol
106-44-5
625.1
ND
8.0
7.5
ug/L
Naphthalene
91-20-3
625.1
ND
8.0
4.0
ug/L
Nitrobenzene
98-95-3
625.1
ND
8.0
4.0
ug/L
2-Nitrophenol
88-75-5
625.1
ND
16
4.0
ug/L
4-Nitrophenol
100-02-7
625.1
ND
40
20
ug/L
N-Nitrosodi-n-propylamine
621-64-7
625.1
ND
8.0
4.0
ug/L
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625.1
ND
8.0
4.0
ug/L
Pentachlorophenol
87-86-5
625.1
ND
40
20
ug/L
Phenanthrene
85-01-8
625.1
ND
8.0
4.0
ug/L
Phenol
108-95-2
625.1
ND
8.0
4.0
ug/L
Pyrene
129-00-0
625.1
ND
8.0
4.0
ug/L
1,2,4-Trichlorobenzene
120-82-1
625.1
ND
8.0
4.0
ug/L
2,4,6-Trichlorophenol
88-06-2
625.1
ND
8.0
4.0
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 17 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-006
Description: MW-25D Matrix: Aqueous
Date Sampled:08/30/2021 1330
Date Received:09/02/2021
Run 1 Acceptance Run 2 Acceptance
Surrogate
Q % Recovery Limits Q % Recovery Limits
2-Fluorobiphenyl
72 37-129 94 37-129
2-Fluorophenol
40 24-127 53 24-127
Nitrobenzene-d5
88 38-127 108 38-127
Phenol-d5
49 28-128 81 28-128
Terphenyl-d14
68 10-148 80 10-148
2,4,6-Tribromophenol
98 41-144 92 41-144
MADEP EPH (aromatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 09/21/20212214 NCM 09/09/20211030
14812
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C11 - C22 Aromatics
MADEP-EPH-04 510
100
100
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
o - Terphenyl (aromatic)
97 40-140
2-Fluorobiphenyl (fractionation 1)
101 40-140
2-Bromonaphthalene (fractionation
2) 106 40-140
MADEP EPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 09/21/20212116 NCM 09/09/20211030
14811
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C9 - C18 Aliphatics
MADEP-EPH-04 ND
100
100
ug/L
1
C19 - C36 Aliphatics
MADEP-EPH-04 ND
100
100
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1-Chloro-octadecane (aliphatic)
81 40-140
MADEP VPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 VPH
MADEP-VPH-18-2.1 1 09/10/20211653 JM1
15061
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL
Units
Run
C5 - C8 Aliphatics
MADEP-VPH-18- ND
75
15
ug/L
1
C9 - C12 Aliphatics
MADEP-VPH-18- ND
75
15
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
Q = Surrogate failure
NO = Not detected at or above the DL N =
Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated
result <
LOQ and > DL
L = LCS/LCSD
failure
H = Out of holding time W
= Reported on wet weight basis
S = MS/MSD
failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 18 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-006
Description: MW-25D Matrix: Aqueous
Date Sampled:08/30/2021 1330
Date Received:09/02/2021
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (FID) 107 70-130
MADEP VPH (aromatics)
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 VPH MADEP-VPH-18-2.1 1 09/10/20211653 JM1 15060
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
C9 - C10 Aromatics MADEP-VPH-18- 5.6 J 25 5.0 ug/L 1
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (PID) 98 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 19 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-007
Description: DUP-1 Matrix: Aqueous
Date Sampled:08/30/2021
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 6200B- SM 620OB-2011 1 09/09/2021 2024 TML 14896
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
106 70-130
1,2-Dichloroethane-d4
101 70-130
Toluene-d8
100 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 20 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-008
Description: EB-1 Matrix: Aqueous
Date Sampled:08/30/2021 1440
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 6200B- SM 620OB-2011 1 09/09/2021 1657 TML 14896
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
98 70-130
1,2-Dichloroethane-d4
99 70-130
Toluene-d8
95 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 21 of 45

Client:Apex Companies, LLC Laboratory ID:WI02002-009
Description: Trip Blank Matrix: Aqueous
Date Sampled:08/30/2021
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 6200B- SM 620OB-2011 1 09/09/2021 1720 TML 14896
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620OB-2011
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
102 70-130
1,2-Dichloroethane-d4
101 70-130
Toluene-d8
98 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 22 of 45

QC Summary
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 23 of 45

Volatile Organic Compounds by GC/MS - MB
Sample ID: WQ14896-001 Matrix: Aqueous
Batch: 14896 Prep Method: SM 620OB-2011
Analytical Method: SM 620OB-2011
Parameter
Result
Q Dil
LOQ
DL
Units
Analysis Date
Benzene
ND
1
0.50
0.40
ug/L
09/09/2021 1526
Ethylbenzene
ND
1
0.50
0.40
ug/L
09/09/2021 1526
Methyl tertiary butyl ether (MTBE)
ND
1
0.50
0.40
ug/L
09/09/2021 1526
Toluene
ND
1
0.50
0.40
ug/L
09/09/2021 1526
Xylenes (total)
ND
1
0.50
0.40
ug/L
09/09/2021 1526
Surrogate
Q % Rec
Acceptance
Limit
Bromofluorobenzene 97 70-130
1,2-Dichloroethane-d4 99 70-130
Toluene-d8 95 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 24 of 45

Volatile Organic Compounds by GC/MS - LCS
Sample ID: WQ14896-002
Matrix: Aqueous
Batch: 14896
Prep Method:
SM 620OB-2011
Analytical Method: SM 620OB-2011
Spike
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
Limit
Analysis Date
Benzene
50
52
1
105
70-130
09/09/2021 1421
Ethylbenzene
50
51
1
102
70-130
09/09/2021 1421
Methyl tertiary butyl ether (MTBE)
50
58
1
117
70-130
09/09/2021 1421
Toluene
50
52
1
104
70-130
09/09/2021 1421
Xylenes (total)
100
100
1
103
70-130
09/09/2021 1421
Surrogate
Q % Rec
Acceptance
Limit
Bromofluorobenzene 99 70-130
1,2-Dichloroethane-d4 103 70-130
Toluene-d8 97 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 25 of 45

Volatile Organic Compounds by GC/MS - LCSD
Sample ID: WQ14896-003
Matrix: Aqueous
Batch: 14896
Prep
Method:
SM 620OB-2011
Analytical Method: SM 620OB-2011
Spike
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Benzene
50
51
1
103
1.9
70-130
20
09/09/2021 1612
Ethylbenzene
50
50
1
100
2.0
70-130
20
09/09/2021 1612
Methyl tertiary butyl ether (MTBE)
50
52
1
105
11
70-130
20
09/09/2021 1612
Toluene
50
52
1
104
0.45
70-130
20
09/09/2021 1612
Xylenes (total)
100
100
1
101
2.6
70-130
20
09/09/2021 1612
Acceptance
Surrogate Q % Rec Limit
Bromofluorobenzene 106 70-130
1,2-Dichloroethane-d4 104 70-130
Toluene-d8 101 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 26 of 45

Semivolatile Organic Compounds by GC/MS - MB
Sample ID: WQ14446-001 Matrix: Aqueous
Batch: 14446 Prep Method: 625.1
Analytical Method: 625.1 Prep Date: 09/03/2021 1739
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Acenaphthene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Acenaphthylene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Anthracene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Benzo(a)anthracene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Benzo(a)pyrene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Benzo(b)fluoranthene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Benzo(g,h,i)perylene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Benzo(k)fluoranthene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Benzyl alcohol
ND
1
3.2
2.0
ug/L
09/12/2021 1643
4-Bromophenyl phenyl ether
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Butyl benzyl phthalate
ND
1
1.6
0.80
ug/L
09/08/2021 1125
bis (2-Chloro-1-methylethyl) ether
ND
1
1.6
0.80
ug/L
09/08/2021 1125
4-Chloro-3-methyl phenol
ND
1
1.6
0.80
ug/L
09/08/2021 1125
bis(2-Chloroethoxy)methane
ND
1
1.6
0.80
ug/L
09/08/2021 1125
bis(2-Chloroethyl)ether
ND
1
1.6
0.80
ug/L
09/08/2021 1125
2-Chloronaphthalene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
2-Chlorophenol
ND
1
1.6
0.80
ug/L
09/08/2021 1125
4-Chlorophenyl phenyl ether
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Chrysene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Dibenzo(a,h)anth race ne
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Dibenzofuran
ND
1
1.6
1.0
ug/L
09/08/2021 1125
3,3'-Dichlorobenzidine
ND
1
8.0
0.80
ug/L
09/08/2021 1125
2,4-Dichlorophenol
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Diethylphthalate
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Dimethyl phthalate
ND
1
1.6
0.80
ug/L
09/08/2021 1125
2,4-Dimethylphenol
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Di-n-butyl phthalate
ND
1
1.6
0.81
ug/L
09/08/2021 1125
4,6-Dinitro-2-methyl phenol
ND
1
8.0
0.80
ug/L
09/08/2021 1125
2,4-Dinitrophenol
ND
1
8.0
0.80
ug/L
09/08/2021 1125
Di-n-octylphthalate
ND
1
1.6
0.80
ug/L
09/08/2021 1125
1,2-Diphenylhydrazine(as azobenzene)
ND
1
1.6
0.80
ug/L
09/08/2021 1125
bis(2-Ethylhexyl)phthalate
ND
1
8.0
4.0
ug/L
09/08/2021 1125
Fluoranthene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Fluorene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Hexachlorobenzene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Hexachlorobutadiene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Hexachlorocyclopentadiene
ND
1
8.0
4.0
ug/L
09/08/2021 1125
Hexachloroethane
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Indeno(1,2,3-c,d)pyrene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Isophorone
ND
1
1.6
0.80
ug/L
09/08/2021 1125
1-Methyl naphthalene
ND
1
1.6
0.40
ug/L
09/08/2021 1125
2-Methyl naphthalene
ND
1
1.6
0.40
ug/L
09/08/2021 1125
2-Methylphenol
ND
1
1.6
0.67
ug/L
09/08/2021 1125
3+4-Methylphenol
ND
1
1.6
1.5
ug/L
09/08/2021 1125
LOQ = Limit of Quantitation
DL = Detection Limit
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 27 of 45

Semivolatile Organic Compounds by GC/MS - MB
Sample ID: WQ14446-001 Matrix: Aqueous
Batch: 14446 Prep Method: 625.1
Analytical Method: 625.1 Prep Date: 09/03/2021 1739
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Naphthalene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Nitrobenzene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
2-Nitrophenol
ND
1
3.2
0.80
ug/L
09/08/2021 1125
4-Nitrophenol
ND
1
8.0
4.0
ug/L
09/08/2021 1125
N-Nitrosodi-n-propylamine
ND
1
1.6
0.80
ug/L
09/08/2021 1125
N-Nitrosodiphenylamine (Diphenylamine)
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Pentachlorophenol
ND
1
8.0
4.0
ug/L
09/08/2021 1125
Phenanthrene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Phenol
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Pyrene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
1,2,4-Trichlorobenzene
ND
1
1.6
0.80
ug/L
09/08/2021 1125
2,4,6-Trichlorophenol
ND
1
1.6
0.80
ug/L
09/08/2021 1125
Surrogate Q /o Rec Acceptance
0
Limit
2-Fluorobiphenyl
81
37-129
2-Fluorophenol
55
24-127
Nitrobenzene-d5
75
38-127
Phenol-d5
77
28-128
Terphenyl-d 14
101
10-148
2,4,6-Tribromophenol
65
41-144
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 28 of 45

Semivolatile Organic Compounds by GC/MS - LCS
Sample ID: WQ14446-002 Matrix: Aqueous
Batch: 14446 Prep Method: 625.1
Analytical Method: 625.1 Prep Date: 09/03/2021 1739
Spike
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Acenaphthene
20
18
1
89
47-145
09/12/2021 1708
Acenaphthylene
20
18
1
88
33-145
09/12/2021 1708
Anthracene
20
17
1
87
27-133
09/12/2021 1708
Benzo(a)anthracene
20
16
1
81
33-143
09/12/2021 1708
Benzo(a)pyrene
20
17
1
87
17-163
09/12/2021 1708
Benzo(b)fluoranthene
20
19
1
95
24-159
09/12/2021 1708
Benzo(g,h,i)perylene
20
22
1
111
1-219
09/12/2021 1708
Benzo(k)fluoranthene
20
20
1
98
11-162
09/12/2021 1708
Benzyl alcohol
20
8.7
1
43
30-130
09/12/2021 1708
4-Bromophenyl phenyl ether
20
18
1
89
53-127
09/12/2021 1708
Butyl benzyl phthalate
20
18
1
90
1-152
09/12/2021 1708
bis (2-Chloro-1-methylethyl) ether
20
21
1
104
36-166
09/12/2021 1708
4-Chloro-3-methyl phenol
20
18
1
91
22-147
09/12/2021 1708
bis(2-Chloroethoxy)methane
20
18
1
88
33-184
09/12/2021 1708
bis(2-Chloroethyl)ether
20
17
1
87
12-158
09/12/2021 1708
2-Chloronaphthalene
20
16
1
79
60-120
09/12/2021 1708
2-Chlorophenol
20
17
1
83
23-134
09/12/2021 1708
4-Chlorophenyl phenyl ether
20
18
1
89
25-158
09/12/2021 1708
Chrysene
20
17
1
87
17-168
09/12/2021 1708
Dibenzo(a,h)anth race ne
20
20
1
102
1-227
09/12/2021 1708
Dibenzofuran
20
17
1
85
48-118
09/12/2021 1708
3,3'-Dichlorobenzidine
20
2.5
1
12
1-262
09/12/2021 1708
2,4-Dichlorophenol
20
17
1
86
39-135
09/12/2021 1708
Diethylphthalate
20
19
1
97
1-120
09/12/2021 1708
Dimethyl phthalate
20
19
1
95
1-120
09/12/2021 1708
2,4-Dimethylphenol
20
20
1
99
32-120
09/12/2021 1708
Di-n-butyl phthalate
20
19
1
93
1-120
09/12/2021 1708
4,6-Dinitro-2-methyl phenol
20
18
1
88
1-181
09/12/2021 1708
2,4-Dinitrophenol
40
31
1
77
1-191
09/12/2021 1708
Di-n-octylphthalate
20
17
1
86
4-146
09/12/2021 1708
1,2-Diphenylhydrazine(as azobenzene)
20
17
1
87
1-150
09/12/2021 1708
bis(2-Ethylhexyl)phthalate
20
18
1
91
8-158
09/12/2021 1708
Fluoranthene
20
18
1
89
26-137
09/12/2021 1708
Fluorene
20
17
1
87
59-121
09/12/2021 1708
Hexachlorobenzene
20
18
1
90
1-152
09/12/2021 1708
Hexachlorobutadiene
20
15
1
77
24-120
09/12/2021 1708
Hexachlorocyclopentadiene
100
56
1
56
1-150
09/12/2021 1708
Hexachloroethane
20
16
1
81
40-120
09/12/2021 1708
Indeno(1,2,3-c,d)pyrene
20
20
1
100
1-171
09/12/2021 1708
Isophorone
20
18
1
92
21-196
09/12/2021 1708
1-Methyl naphthalene
20
16
1
80
42-126
09/12/2021 1708
2-Methyl naphthalene
20
16
1
82
40-132
09/12/2021 1708
2-Methylphenol
20
17
1
87
30-130
09/12/2021 1708
3+4-Methylphenol
20
21
1
103
30-130
09/12/2021 1708
LOQ = Limit of Quantitation
DL = Detection Limit
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 29 of 45

Semivolatile Organic Compounds by GC/MS - LCS
Sample ID: WQ14446-002
Matrix: Aqueous
Batch: 14446
Prep Method:
625.1
Analytical Method: 625.1
Prep Date:
09/03/2021 1739
Spike
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
Limit
Analysis Date
Naphthalene
20
16
1
80
21-133
09/12/2021 1708
Nitrobenzene
20
16
1
81
35-180
09/12/2021 1708
2-Nitrophenol
20
19
1
94
29-182
09/12/2021 1708
4-Nitrophenol
40
38
1
95
1-132
09/12/2021 1708
N-Nitrosodi-n-propylamine
20
18
1
89
1-230
09/12/2021 1708
N-Nitrosodiphenylamine (Diphenylamine)
20
15
1
75
1-150
09/12/2021 1708
Pentachlorophenol
40
30
1
74
14-176
09/12/2021 1708
Phenanthrene
20
17
1
87
54-120
09/12/2021 1708
Phenol
20
17
1
87
5-120
09/12/2021 1708
Pyrene
20
16
1
81
52-120
09/12/2021 1708
1,2,4-Trichlorobenzene
20
15
1
76
44-142
09/12/2021 1708
2,4,6-Trichlorophenol
20
17
1
87
37-144
09/12/2021 1708
Acceptance
Surrogate
0
Q /o Rec
Limit
2-Fluorobiphenyl
85
37-129
2-Fluorophenol
53
24-127
Nitrobenzene-d5
89
38-127
Phenol-d5
90
28-128
Terphenyl-d 14
111
10-148
2,4,6-Tribromophenol
101
41-144
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 30 of 45

MADEP EPH (aliphatics) - MB
Sample ID: WQ14811-001 Matrix: Aqueous
Batch: 14811 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 09/09/2021 1030
Parameter Result Q Dil LOQ DL Units Analysis Date
C9 - C18 Aliphatics ND 1 100 100 ug/L 09/21/2021 2028
C19 - C36 Aliphatics ND 1 100 100 ug/L 09/21/2021 2028
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) 80 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 31 of 45

MADEP EPH (aliphatics) - LCS
Sample ID: WQ14811-002 Matrix: Aqueous
Batch: 14811 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 09/09/2021 1030
Spike
Amount Result %Rec
Parameter (ug/L) (ug/L) Q Dil % Rec Limit Analysis Date
C9 - C18 Aliphatics 300 200 1 68 40-140 09/21/2021 2037
C19 - C36 Aliphatics 400 380 1 96 40-140 09/21/2021 2037
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) 80 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 32 of 45

MADEP EPH (aliphatics) - LCSD
Sample ID: WQ14811-003 Matrix: Aqueous
Batch: 14811 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 09/09/2021 1030
Spike
Amount
Result
%Rec
% RPD
Parameter (ug/L)
(ug/L) Q
Dil % Rec % RPD Limit
Limit Analysis Date
C9 - C18 Aliphatics 300
210
1 71 3.8 40-140
25 09/21/2021 2047
C19 - C36 Aliphatics 400
400
1 101 5.3 40-140
25 09/21/2021 2047
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) 80 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 33 of 45

MADEP EPH (aromatics) - MB
Sample ID: WQ14812-001 Matrix: Aqueous
Batch: 14812 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 09/09/2021 1030
Parameter Result Q Dil LOQ DL Units Analysis Date
C11 - C22 Aromatics ND 1 100 100 ug/L 09/21/2021 2126
Acceptance
Surrogate Q % Rec Limit
o - Terphenyl (aromatic) 89 40-140
2-Fluorobiphenyl (fractionation 1) 100 40-140
2-Bromonaphthalene (fractionation 2) 100 40-140
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 34 of 45

MADEP EPH (aromatics) - LCS
Sample ID: WQ14812-002 Matrix: Aqueous
Batch: 14812 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 09/09/2021 1030
Spike
Amount Result %Rec
Parameter (ug/L) (ug/L) Q Dil % Rec Limit Analysis Date
C11 - C22 Aromatics 850 900 1 106 40-140 09/21/2021 2135
Acceptance
Surrogate Q % Rec Limit
o - Terphenyl (aromatic) 101 40-140
2-Fluorobiphenyl (fractionation 1) 104 40-140
2-Bromonaphthalene (fractionation 2) 105 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 35 of 45

MADEP EPH (aromatics) - LCSD
Sample ID: WQ14812-003 Matrix: Aqueous
Batch: 14812 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 09/09/2021 1030
Spike
Amount Result %Rec % RPD
Parameter (ug/L) (ug/L) Q Dil % Rec % RPD Limit Limit Analysis Date
C11 - C22 Aromatics 850 810 1 95 11 40-140 25 09/21/2021 2145
Surrogate
o - Terphenyl (aromatic)
2-Fluorobiphenyl (fractionation 1)
2-Bromonaphthalene (fractionation 2)
Acceptance
Q % Rec Limit
90
40-140
101
40-140
101
40-140
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 36 of 45

MADEP VPH (aromatics) - MB
Sample ID: WQ15060-001 Matrix: Aqueous
Batch: 15060 Prep Method: VPH
Analytical Method: MADEP-VPH-18-2.1
Parameter Result Q Dil LOQ DL Units Analysis Date
C9 - C10 Aromatics ND 1 25 5.0 ug/L 09/10/2021 1255
Surrogate
2,5-Dibromotoluene (PID)
LOQ = Limit of Quantitation
DL = Detection Limit
Acceptance
Q % Rec Limit
93 70-130
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 37 of 45

MADEP VPH (aromatics) - LCS
Sample ID: WQ15060-002 Matrix: Aqueous
Batch: 15060 Prep Method: VPH
Analytical Method: MADEP-VPH-18-2.1
Spike
Amount Result %Rec
Parameter (ug/L) (ug/L) Q Dil % Rec Limit Analysis Date
C9 - C10 Aromatics 25 24 1 97 70-130 09/10/2021 1148
Surrogate
2,5-Dibromotoluene (PID)
LOQ = Limit of Quantitation
DL = Detection Limit
Acceptance
Q % Rec Limit
89 70-130
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 38 of 45

MADEP VPH (aromatics) - LCSD
Sample ID: WQ15060-003 Matrix: Aqueous
Batch: 15060 Prep Method: VPH
Analytical Method: MADEP-VPH-18-2.1
Spike
Amount Result %Rec % RPD
Parameter (ug/L) (ug/L) Q Dil % Rec % RPD Limit Limit Analysis Date
C9 - C10 Aromatics 25 23 1 91 6.0 70-130 25 09/10/2021 1457
Surrogate
2,5-Dibromotoluene (PID)
LOQ = Limit of Quantitation
DL = Detection Limit
Acceptance
Q % Rec Limit
81 70-130
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 39 of 45

MADEP VPH (aliphatics) - MB
Sample ID: WQ15061-001 Matrix: Aqueous
Batch: 15061 Prep Method: VPH
Analytical Method: MADEP-VPH-18-2.1
Parameter Result Q Dil LOQ DL Units Analysis Date
C5 - C8 Aliphatics ND 1 75 15 ug/L 09/10/2021 1255
C9 - C12 Aliphatics ND 1 75 15 ug/L 09/10/2021 1255
Surrogate
2,5-Dibromotoluene (FID)
LOQ = Limit of Quantitation
DL = Detection Limit
Acceptance
Q % Rec Limit
100 70-130
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 40 of 45

MADEP VPH (aliphatics) - LCS
Sample ID: WQ15061-002 Matrix: Aqueous
Batch: 15061 Prep Method: VPH
Analytical Method: MADEP-VPH-18-2.1
Spike
Amount Result %Rec
Parameter (ug/L) (ug/L) Q Dil % Rec Limit Analysis Date
C5 - C8 Aliphatics 150 140 1 91 70-130 09/10/2021 1148
C9 - C12 Aliphatics 180 160 1 89 70-130 09/10/2021 1148
Surrogate
2,5-Dibromotoluene (FID)
LOQ = Limit of Quantitation
DL = Detection Limit
Acceptance
Q % Rec Limit
96 70-130
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 41 of 45

MADEP VPH (aliphatics) - LCSD
Sample ID: WQ15061-003 Matrix: Aqueous
Batch: 15061 Prep Method: VPH
Analytical Method: MADEP-VPH-18-2.1
Spike
Amount
Result
%Rec
% RPD
Parameter (ug/L)
(ug/L) Q
Dil % Rec % RPD Limit
Limit Analysis Date
C5 - C8 Aliphatics 150
130
1 86 6.0 70-130
25 09/10/2021 1457
C9 - C12 Aliphatics 180
150
1 84 6.4 70-130
25 09/10/2021 1457
Surrogate
2,5-Dibromotoluene (FID)
LOQ = Limit of Quantitation
DL = Detection Limit
Acceptance
Q % Rec Limit
84 70-130
ND = Not detected at or above the DL N = Recovery is out of criteria
J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 42 of 45

Chain of Custody
and
Miscellaneous Documents
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 43 of 45

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A any of rise VOA vials?
yn, n NA 17, Wei all J31RQlmctaWn Orient camp t-ag eiveri at a PF! of < 27
`r'^; Tia , NA 18. Were AlJ cyanide: aatrtrre,s ! et?eiti;d "t n H J? and sulfide simples recoived at a pl! 929?
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Comments:
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Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 45 of 45

aceAnalytical
Report of Analysis
Apex Companies, LLC
10610 Metromont Parkway
Suite 206
Charlotte, NC 28269
Attention: Andrew Street
Project Name: CPC Kannapolis
Lot Number:W102004
Date Completed:09/14/2021
I
09/14/2021 2:53 PM
Approved and released by:
Project Manager II: Lucas Odom
JA
A CC A E O[ Y E O
YESiIHG [AWRATOPY
The electronic signature above is the equivalent of a handwritten signature.
This report shall not be reproduced, except in its entirety, without the written approval of Pace Analytical Services, LLC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172
Tel:[phone] Fax:[phone] www.pacelabs.com
Page 1 of 26

PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
Apex Companies, LLC
Lot Number: W102004
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report.
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved The NELAC Institute (TNI) standards, the Pace Analytical Services, LLC ("Pace")
Laboratory Quality Manual, standard operating procedures (SOPS), and Pace policies. Any exceptions to
the TNI standards, the Laboratory Quality Manual, SOPS or policies are qualified on the results page or
discussed below.
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
Pace Analytical Services, LLC (formerly Shealy Environmetal Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] whw.pacelabs.com
Page 2 of 26

PACE ANALYTICAL SERVICES, LLC
Sample Summary
Apex Companies, LLC
Lot Number: W102004
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
Trip Blank
Aqueous
08/31/2021
09/02/2021
002
DW-Coren-Influent
Aqueous
08/31/20210915
09/02/2021
003
DW-Cook-Influent
Aqueous
08/31/20210940
09/02/2021
004
DW-Goodnight-New-Influent
Aqueous
08/31/20211020
09/02/2021
005
DW-Smith
Aqueous
08/31/20211045
09/02/2021
006
DW-Watts-New-Influent
Aqueous
08/31/20211120
09/02/2021
007
DW-Kahn-Station
Aqueous
08/31/20211420
09/02/2021
008
DW-Maurer-Influent
Aqueous
08/31/20211230
09/02/2021
009
DW-Teal-Influent
Aqueous
08/31/20211300
09/02/2021
010
DUP-1
Aqueous
08/31/2021
09/02/2021
011
FB-1
Aqueous
08/31/20211330
09/02/2021
(11 samples)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 3 of 26

PACE ANALYTICAL SERVICES, LLC
Detection Summary
Apex Companies, LLC
Lot Number: W102004
Sample Sample ID Matrix Parameter Method Result Q Units Page
008 DW-Maurer-Influent Aqueous Methyl tertiary butyl ether 8260D 0.94 J ug/L 12
010 DUP-1 Aqueous Methyl tertiary butyl ether 8260D 0.59 J ug/L 14
(2 detections)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 4 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-001
Description: Trip Blank Matrix: Aqueous
Date Sampled:08/31/2021
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211432 JM1 15091
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
92 70-130
110 70-130
100 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 5 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-002
Description: DW-Coren-Influent Matrix: Aqueous
Date Sampled:08/31/2021 0915
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211453 JM1 15091
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
91 70-130
108 70-130
100 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 6 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-003
Description: DW-Cook-Influent Matrix: Aqueous
Date Sampled:08/31/2021 0940
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211515 JM1 15091
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
90 70-130
107 70-130
96 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 7 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-004
Description: DW-Goodnight-New-Influent Matrix: Aqueous
Date Sampled:08/31/2021 1020
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211537 JM1 15091
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
91 70-130
107 70-130
100 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 8 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-005
Description: DW-Smith Matrix: Aqueous
Date Sampled:08/31/2021 1045
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211559 JM1 15091
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
89 70-130
103 70-130
97 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 9 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-006
Description: DW-Watts-New-Influent Matrix: Aqueous
Date Sampled:08/31/2021 1120
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211621 JM1 15091
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
91 70-130
107 70-130
98 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 10 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-007
Description: DW-Kahn-Station Matrix: Aqueous
Date Sampled:08/31/2021 1420
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211447 JM1 15092
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
100 70-130
107 70-130
98 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 11 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-008
Description: DW-Maurer-Influent Matrix: Aqueous
Date Sampled:08/31/2021 1230
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211511 JM1 15092
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
0.94 J
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
100 70-130
107 70-130
97 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 12 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-009
Description: DW-Teal-Influent Matrix: Aqueous
Date Sampled:08/31/2021 1300
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211536 JM1 15092
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
102 70-130
107 70-130
98 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 13 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-010
Description: DUP-1 Matrix: Aqueous
Date Sampled:08/31/2021
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211601 JM1 15092
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
0.59 J
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
101 70-130
107 70-130
99 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 14 of 26

Client:Apex Companies, LLC Laboratory ID: W102004-011
Description: FB-1 Matrix: Aqueous
Date Sampled:08/31/2021 1330
Date Received:09/02/2021
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260D 1 09/11/20211357 JM1 15092
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2
8260D
ND
1.0
0.40
ug/L
1
Ethylbenzene
100-41-4
8260D
ND
1.0
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4
8260D
ND
1.0
0.40
ug/L
1
Naphthalene
91-20-3
8260D
ND
1.0
0.40
ug/L
1
Toluene
108-88-3
8260D
ND
1.0
0.40
ug/L
1
Xylenes (total)
1330-20-7
8260D
ND
1.0
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1,2-Dichloroethane-d4
Toluene-d8
Bromofluorobenzene
104 70-130
108 70-130
100 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit Q = Surrogate failure
NO = Not detected at or above the DL N = Recovery is out of criteria P = The RPD between two GC columns exceeds 40 % J = Estimated result < LOQ and > DL L = LCS/LCSD failure
H = Out of holding time W = Reported on wet weight basis S = MS/MSD failure
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 15 of 26

QC Summary
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 16 of 26

Volatile Organic Compounds by GC/MS - MB
Sample ID: WQ15091-001 Matrix: Aqueous
Batch: 15091 Prep Method: 5030E
Analytical Method: 8260D
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Benzene
ND
1
1.0
0.40
ug/L
09/11/2021 1213
Ethylbenzene
ND
1
1.0
0.40
ug/L
09/11/2021 1213
Methyl tertiary butyl ether (MTBE)
ND
1
1.0
0.40
ug/L
09/11/2021 1213
Naphthalene
ND
1
1.0
0.40
ug/L
09/11/2021 1213
Toluene
ND
1
1.0
0.40
ug/L
09/11/2021 1213
Xylenes (total)
ND
1
1.0
0.40
ug/L
09/11/2021 1213
Acceptance
Surrogate Q % Rec Limit
1,2-Dichloroethane-d4 89 70-130
Toluene-d8 109 70-130
Bromofluorobenzene 100 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 17 of 26

Volatile Organic Compounds by GC/MS - LCS
Sample ID: WQ15091-002
Matrix:
Aqueous
Batch: 15091
Prep Method:
5030E
Analytical Method: 8260D
Spike
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
Limit
Analysis Date
Benzene
50
48
1
97
70-130
09/11/2021 1130
Ethylbenzene
50
51
1
102
70-130
09/11/2021 1130
Methyl tertiary butyl ether (MTBE)
50
54
1
108
70-130
09/11/2021 1130
Naphthalene
50
43
1
85
70-130
09/11/2021 1130
Toluene
50
47
1
94
70-130
09/11/2021 1130
Xylenes (total)
100
99
1
99
70-130
09/11/2021 1130
Surrogate
Q % Rec
Acceptance
Limit
1,2-Dichloroethane-d4 94 70-130
Toluene-d8 107 70-130
Bromofluorobenzene 104 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 18 of 26

Volatile Organic Compounds by GC/MS - MS
Sample ID: W102004-001MS
Matrix:
Aqueous
Batch: 15091
Prep Method:
5030E
Analytical Method: 8260D
Sample
Spike
Amount
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L)
(ug/L) Q
Dil
% Rec
Limit
Analysis Date
Benzene
ND
50
52
1
105
70-130
09/11/2021 2108
Ethylbenzene
ND
50
55
1
110
70-130
09/11/2021 2108
Methyl tertiary butyl ether (MTBE)
ND
50
55
1
110
70-130
09/11/2021 2108
Naphthalene
ND
50
46
1
91
70-130
09/11/2021 2108
Toluene
ND
50
50
1
99
70-130
09/11/2021 2108
Xylenes (total)
ND
100
110
1
106
70-130
09/11/2021 2108
Acceptance
Surrogate (Q % Rec Limit
1,2-Dichloroethane-d4 95 70-130
Toluene-d8 109 70-130
Bromofluorobenzene 105 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 19 of 26

Volatile Organic Compounds by GC/MS - Duplicate
Sample ID: W102004-002DU
Matrix:
Aqueous
Batch: 15091
Prep Method:
5030E
Analytical Method: 8260D
Sample
Amount
Result
%RPD
Parameter
(ug/L)
(ug/L) Q
Dil
% RPD
Limit
Analysis Date
Benzene
ND
ND
1
0.00
20
09/11/2021 2046
Ethylbenzene
ND
ND
1
0.00
20
09/11/2021 2046
Methyl tertiary butyl ether (MTBE)
ND
ND
1
0.00
20
09/11/2021 2046
Naphthalene
ND
ND
1
0.00
20
09/11/2021 2046
Toluene
ND
ND
1
0.00
20
09/11/2021 2046
Xylenes (total)
ND
ND
1
0.00
20
09/11/2021 2046
Surrogate
Q % Rec
Acceptance
Limit
1,2-Dichloroethane-d4 90 70-130
Toluene-d8 108 70-130
Bromofluorobenzene 98 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 20 of 26

Volatile Organic Compounds by GC/MS - MB
Sample ID: WQ15092-001 Matrix: Aqueous
Batch: 15092 Prep Method: 5030E
Analytical Method: 8260D
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Benzene
ND
1
1.0
0.40
ug/L
09/11/2021 1242
Ethylbenzene
ND
1
1.0
0.40
ug/L
09/11/2021 1242
Methyl tertiary butyl ether (MTBE)
ND
1
1.0
0.40
ug/L
09/11/2021 1242
Naphthalene
ND
1
1.0
0.40
ug/L
09/11/2021 1242
Toluene
ND
1
1.0
0.40
ug/L
09/11/2021 1242
Xylenes (total)
ND
1
1.0
0.40
ug/L
09/11/2021 1242
Acceptance
Surrogate Q % Rec Limit
1,2-Dichloroethane-d4 100 70-130
Toluene-d8 106 70-130
Bromofluorobenzene 97 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 21 of 26

Volatile Organic Compounds by GC/MS - LCS
Sample ID: WQ15092-002
Matrix:
Aqueous
Batch: 15092
Prep Method:
5030E
Analytical Method: 8260D
Spike
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L) Q
Dil
% Rec
Limit
Analysis Date
Benzene
50
57
1
114
70-130
09/11/2021 1153
Ethylbenzene
50
50
1
99
70-130
09/11/2021 1153
Methyl tertiary butyl ether (MTBE)
50
49
1
98
70-130
09/11/2021 1153
Naphthalene
50
49
1
97
70-130
09/11/2021 1153
Toluene
50
52
1
105
70-130
09/11/2021 1153
Xylenes (total)
100
100
1
101
70-130
09/11/2021 1153
Surrogate
Q % Rec
Acceptance
Limit
1,2-Dichloroethane-d4 98 70-130
Toluene-d8 99 70-130
Bromofluorobenzene 96 70-130
LOQ = Limit of Quantitation ND = Not detected at or above the DL N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria + = RPD is out of criteria
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 22 of 26

Chain of Custody
and
Miscellaneous Documents
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 23 of 26

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Samples Recelpt Checklist (SRC) (ME0018&j.5) gev'Sed;g;'9/2020 3G°A�aly;r irl IssuingAuthnri;yr, pate E;(f, V-'OICOL
Page a of i
Sample Receipt cilec ist (SRC)
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! ❑ Yes
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Yes
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8, WaS dare �time listed on Elm GOO?
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9. Was rpllection date & time listed cm all sarnpie cnm'.Ai----
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10. Did all cvtltai„nr :abc[ inforrmat=on (ID, date, time) ugme with the COC':
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affectly 2113 _ ib�-'d team Chu COC into the rrornm t ser!ior, in L1k4S7
Yee d N J. was the urnr. number Ii€ted on tie;ontainer label') If}m•s: Quote tLt
Snntplt Preser'trption ( tlst be conaplea:tl for Zny samplr(S) .t_cxxMffrjy 1lresetrved ar with head pace.)
Sarrrp:e(5) NA
art: received incarrcGrl y presicur and were a uj 4s#e l accordingly
in &VUlpin reueivint with Yn mL of circle rinc� l I2S 4, i . Il 1, 'aOT� using 5R `a h
Tlmc of Jury v�tion N� - [f moos tfrgn otta Fu cst rwativ2 is tyec:dcd, pletse » a t in th a rom tllr n#s below,
arnp-e4s} r x rc recej +q { t�lfi� bubbles G Jrint ilt dmmeter-
Satrpdrs(sj u,k _ were received with TRC 0.4 mSIL (If019 =s FPO) land warn —
adjastcd accordirl,gly ir, salnplereceilVirJg �trith stsdirtrre thiasuJfate(h[n�S�j,Nlt]l Sheaf}1J]_ �.'t
J[t ba�ccsdc [aoels sJp�lietl by �RG2,ro2oxo21
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 26 of 26

Beverly, Trudy
From: Beverly, Trudy
Sent: Tuesday, December 14, 2021 7:47 AM
To: Michael Bator
Subject: FW: [External] Colonial Pipeline Kannapolis Booster Station Annual Report
Attachments: Kannapolis_2021 Annual Monitoring Report_FINAL.pdf
Good Morning Michael,
Report attached.
Trudy
5Qi i K. M Trudy Beverly, L.G.
Hydrogeologist, Division of Waste Management
North Carolina Department of Environmental Quality
UST Section, Mooresville Regional Office
704.235.2182 (Office)
Trudy. B everlykncdenn gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: ht_pt s://deg.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: https:Hdeg.nc.gov/about/divisions/waste-management/ust/ast-program
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
httos://dea.nc. gov/about/divisions/waste-management/waste-management-rules-data/waste-management-ais-mans
File Review Procedures:
hops://deq.ne. gov/about/divisions/waste-management/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
bit.ps://deq.nc.gov/about/divisions/waste-management/laserfiche
Document Submittal & UST File Names for Laserfiche Policies:
htti)s:Hfiles.ne.izov/ncdea[Waste%2OMana2ement/DWM/UST/WhatsNew/Final-Electronic-Document-Submittal-Policv.l)df
https:Hfiles.nc.gov/ncdeq/Waste%2OManagement/D WM/UST/Corrective%2OAction/UST%20file%20names%20for%2OLaserfiche.docx
From: Tom Naumann[mailto:[e-mail]]
Sent: Friday, October 29, 2021 1:18 PM
To: Beverly, Trudy <[e-mail]>
Cc: Andrew Street <[e-mail]>; Morrison, Jeff <[e-mail]>; '[e-mail]'
<[e-mail]>; Kaitlyn Nootens <[e-mail]>
Subject: [External] Colonial Pipeline Kannapolis Booster Station Annual Report
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Ms. Beverly,
On behalf of the Colonial Pipeline Company, please find the attached Annual Monitoring Report for the Kannapolis
Booster Station, Incident Numbers 14414 and 91340.
Thank you.
Sincerely,
Tom Naumann

Tom Naumann
Project Manager
Apex Companies, LLC
1071 Pemberton Hill Rd, Ste 203
Apex, NC 27502
APEX�919-646-1473 M)404-483-3093
gF+ Add me to your contact list!
rlf
ENR Top 30 All -Environmental Firm Im Cl 91
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