MO-14414_14414_CA_MRP_20191014_2nd 2019 Semiannual Report

A
APEX
October 14, 2019
Ms. Trudy Beverly
Hydrogeologist
LIST 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: Semiannual Groundwater Monitoring Report - Kannapolis Booster Station
Colonial Pipeline Company, Concord, North Carolina
Incident Number: 14414 & 91340
Dear Ms. Beverly:
Apex Companies, LLC (Apex; dba Apex Engineering, P.C.) is pleased to submit the March 2019
— August 2019 Semiannual 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:
�4 , -
Andrew Street, CHMM, RSM
Senior Project Manager
Enclosure
cc: John Culbreath, Colonial Pipeline Company
Jeff Morrison, Colonial Pipeline Company
Apex Companies, LLC
Reviewed By:
&. %VJ'm.-
Eric Wysong, P.G.
Project Manager
NC Geology License No. 2581
Apex Companies, LLC 10610 Metromont Parkway, Suite 206 -Charlotte, NC 28269 T 704. 799.6390 - F 704.799.6395 apexcoscom

Prepared for:
Colonial Pipeline Company / �
PO Box 87 `
Paw Creek, North Carolina 28130
Semiannual Groundwater Monitoring
Report
Kannapolis Booster Station
Incident Number 14414 & 91340
March 2019 — August 2019
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APEX
10610 Metromont Parkway, Suite 206
Charlotte NC 28269
Prepared by:
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Andrew Street, CHMM i C
Senior Project Manager a 2'
October 14, 2019 •''•��C
Reviewed by:
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��ENSFo.�.••,
2y�_Eric Wysong, P.G.
SEAR ° T'roject Manager
2581 41, JNC Geology License No. 2581
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Apex Companies, LLC 10610 Metromont Parkway, Suite 206 -Charlotte, NC 28269 T 704.799.6390 - F 704,799.6395 apexcos.com

Semiannual Groundwater Monitoring Report, March 2019 - August 2019
Colonial Pipeline Company, Kannapolis Booster Station
TABLE OF CONTENTS
October 14, 2019
Page
1.0 INTRODUCTION.................................................................................................................................... 1
2.0 PROJECT BACKGROUND.................................................................................................................. 1
2.1 Historic Site Impacts.........................................................
2.2 Recent Site Impacts..........................................................
1
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...............................................................................................................................................4
4.1 Well Gauging Results and Groundwater Flow........................................................................ 4
4.2 Groundwater Analytical Results............................................................................................... 5
4.3 Water Supply Well Analytical Results...................................................................................... 6
5.0 REMEDIATION SYSTEM PERFORMANCE........................................................................................ 6
5.1 Air Sparge Trench Remediation System................................................................................. 6
5.2 Bio-Sparge and Bio-Venting Systems..................................................................................... 6
6.0 CONCLUSIONS AND RECOMMENDATIONS.................................................................................... 7
Tables
Table 1
Summary of Groundwater Monitoring Program
Table 2
Summary of Groundwater Elevation Data
Table 3
Recovery Well Gauging Data
Table 4
Groundwater Sample Analytical Results
Table 5
Water Supply Well Sample Analytical Results
Figures
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Recovery Well Locations — August 8, 2019
Figure 4 Groundwater Potentiometric Surface Map — Surficial Saprolite Unit — August 8, 2019
Figure 5 Benzene Isoconcentration Map — August 8, 2019
Figure 6 Water Supply Well Location Map
Appendices
Appendix A Groundwater Sampling Field Logs
Appendix B Laboratory Analytical Reports
Appendix C Concentration Time Trend Series Graph — MW-13
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Semiannual Groundwater Monitoring Report, March 2019 — August 2019 October 14, 2019
Colonial Pipeline Company, Kannapolis Booster Station Page 1
1.0 INTRODUCTION
This report summarizes the semiannual groundwater monitoring activities performed at the
Colonial Pipeline Company (CPC) Kannapolis Booster Station (the `Site') located at 9301
Mooresville Road in Concord, North Carolina (Figure 1) from March 2019 through August 2019.
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 North
Carolina Department of Environmental Quality (NCDEQ). Apex Companies, LLC (Apex; dba Apex
Engineering, P.C.) prepared this Semiannual Groundwater Monitoring Report on behalf of CPC for
submittal to 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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Semiannual Groundwater Monitoring Report, March 2019 — August 2019 October 14, 2019
Colonial Pipeline Company, Kannapolis Booster Station Page 2
Gasoline impacted soil were 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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Semiannual Groundwater Monitoring Report, March 2019 - August 2019 October 14, 2019
Colonial Pipeline Company, Kannapolis Booster Station Page 3
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 August 8, 2019 ten (10) monitoring wells
(MW-1, MW-4, MW-5, MW-6, MW-8, MW-13, MW-23, MW-24, MW-25, and MW-25D) and 12
recovery wells (SB-4, S13-6, S13-8, S13-9, SB-10, S13-11, SB-12, SB-14, SB-15, SB-16, S13-18, and
RW-1) were gauged. One recovery well (RW-2) was not able to be located. 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
On August 8, 2019, groundwater samples were collected from seven monitoring wells (MW-4, MW-6,
MW-8, MW-13, MW-24, MW-25, and MW-25D). At each monitoring well, a 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 Shealy Environmental
Services, Inc. of West Columbia, South Carolina. Groundwater samples collected from monitoring
wells MW-4, MW-6, 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)
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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; 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. DUP-1 was collected as a duplicate sample of MW-24, and EB-1 was an
equipment blank collected 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 CPC personnel in the Site vicinity on August
22, 2019. Colonial provides point -of -entry (POE) treatment systems (i.e., activated carbon vessels)
at several water supply wells identified on Figure 6. Six water supply wells were sampled during
the August 22, 2019 sampling event. Samples were collected in laboratory supplied containers,
placed in an ice -filled cooler, and transferred to Prism Laboratories, Inc. of Charlotte, North
Carolina under chain -of -custody procedures for analysis of BTEX, MTBE, and naphthalene by EPA
Method 8260.
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. LNAPL was not detected in any of the monitoring wells during this sampling event. A
summary of monitoring well gauging data is provided in Table 2.
A groundwater potentiometric map for the surficial unit using water level elevation data from the
August 2019 sampling event is provided on Figure 4. The potentiometric map depicts the direction
of groundwater flow to the southeast. A hydraulic gradient of approximately 0.034 feet per foot
was measured between the 720 feet potentiometric contour line near MW-23 and the 705 feet
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Semiannual Groundwater Monitoring Report, March 2019 — August 2019 October 14, 2019
Colonial Pipeline Company, Kannapolis Booster Station Page 5
potentiometric contour line near MW-8. Groundwater flow patterns observed in August 2019 are
consistent with historic sampling events.
LNAPL was not detected in any of the 12 recovery wells during the August 8, 2019 sampling event.
A summary of recovery well gauging data is provided in Table 3.
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 (21- Standards)
and to the 15A NCAC 2B .0215 Surface Water Standards (213 Standards) for a Water Supply II,
High Quality Waters surface water classification. A groundwater concentration map showing the
concentrations of benzene in groundwater monitoring wells during the August 2019 sampling event
is provided on Figure 5. 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 4. Notable results from the
August 2019 sampling event are summarized below:
■ Benzene was detected at an concentration of 66 micrograms per liter (pg/L) in MW-6.
Benzene has not been detected above laboratory reporting limits in this well since 2012.
■ Benzene was detected at a concentration of 2.8 pg/L in MW-13. In February 2019,
benzene was detected in MW-13 at a concentration of 48 pg/L. A graph illustrating
fluctuations in benzene concentrations with time in MW-13 is included in Appendix C.
■ Benzene was detected at an estimated concentration of 0.45J pg/L in MW-24, below 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.
■ MTBE was detected in MW-8 (6.5 pg/L), MW-13 (2.8 pg/L), and MW-25D (5.4 pg/L) during
the sampling event. Concentrations were below the 2L and 213 Standards of 20 pg/L and
19 pg/L, respectively.
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Semiannual Groundwater Monitoring Report, March 2019 — August 2019 October 14, 2019
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■ EPH and VPH were detected in MW-24 during the sampling event. Hydrocarbon fractions
C5-C8 Aliphatics, C9-C12 Aliphatics, and C9-C18 Aliphatics were detected at
concentrations below the 2B and 2L Standards. Hydrocarbon fractions C9-C10 Aromatics
were detected at a concentration of 81 pg/L and C11-C22 Aromatics were detected at a
concentration of 290 pg/L, exceeding the combined 2L Standard of 200 pg/L for C9-C22
Aromatics.
■ Ethylbenzene, diethylphthalate, di-n-butyl phthalate, phenol, toluene, and total xylenes
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 toluene (1.6 pg/L) and total xylenes (2.01 pg/L) were
detected in DW-Coren-Influent, below their respective 2L Standards of 600 pg/L for toluene, and
500 pg/L for total xylenes. It is noted that this well is equipped with a POE system. 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 provided in Table 5. 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 well 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 8, 2019 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 50% of the
time during the reporting period due to fouling of float switches. The bio-sparge and bio-venting
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systems were also shut down approximately two weeks prior to the August 8, 2018 groundwater
sampling event to allow for collection of representative groundwater samples.
6.0 CONCLUSIONS AND RECOMMENDATIONS
6.1 Conclusions
During the August 2019 monitoring event, LNAPL was not detected in groundwater beneath the
Site. Benzene was detected above 2L and 2B Standards in monitoring wells MW-6 and MW-13.
Detections of benzene in MW-6 and MW-13 are associated with historic releases at the Site. The
elevated benzene concentration at MW-6 will be confirmed during the next semiannual
groundwater sampling event. Benzene concentrations in MW-6 have decreased significantly since
2000, and the well is located approximately 150 feet from the nearest surface water body.
Benzene concentrations in MW-13 have decreased overall since 1998, with seasonal fluctuations.
Although 2B Surface Water Standards were exceeded in MW-6 and MW-13, any discharge of the
groundwater plume to surface water would not likely contravene the surface water standards within
the surface water body.
C9-Cl0 Aromatics and C11-C22 Aromatic concentrations exceeded the applicable 2L Standards in
MW-24. Comparison of August 2019 C9-C10 and C11-C22 results with results obtained in
February 2019, indicates concentrations decreased by approximately 84 and 13 percent,
respectively. These decreases are likely attributable to operation of the recently installed bio-
sparge and bioventing system.
Results of the water supply well sampling indicated an absence of petroleum hydrocarbon
constituents in the water supply wells with the exception of trace detections of total xylenes and
toluene in the Coren Well (DW-Coren-Influent) at concentrations below the 2L Standards of 500
pg/L for total xylenes, and 600 pg/L for toluene. Toluene was detected at this well in August 2017.
Total xylenes have historically been non -detect in DW-Coren-Influent. This well is served by a
POE system. Colonial will continue to maintain the off -Site POE water treatment systems and
continue annual sampling of select water supply wells.
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Semiannual Groundwater Monitoring Report, March 2019 — August 2019 October 14, 2019
Colonial Pipeline Company, Kannapolis Booster Station Page 8
6.2 Recommendations
On behalf of CPC, Apex recommends the following:
• Continuing the semiannual groundwater and annual private well sampling program. The
next sampling event will be performed in February 2020.
• Reducing the reporting frequency from two reports each year (semiannual) to one report a
year (annual). The proposed annual report submittal date will be October ls' of each year.
The report will include a summary of the work performed and findings obtained following
completion of the groundwater sampling events performed in February and August of each
year.
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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
Total Depth
Analysis
Well ID
Elevation
Interval
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 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
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
Page 1 of 12

Table 2
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-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
4/9/2001
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
Page 2 of 12

Table 2
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
8/28/2002
729.9
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
4.50
725.40
3/9/2004
4.90
725.00
4/6/2004
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
Page 3 of 12

Table 2
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
1 11.69
715.18
Page 4 of 12

Table 2
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
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
8/27/2008
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
13.5
711.11
Page 5 of 12

Table 2
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
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
21.69
703.83
8/18/2015
NM
NM
12/3/2015
20.38
705.14
Page 6 of 12

Table 2
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
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
Page 7 of 12

Table 2
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-10 (MW-10D)
1/31/2001
706.24
1
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
an one
MW-12 (MW-12D)
1/31/2001
715.94
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 8 of 12

Table 2
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
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
Page 9 of 12

Table 2
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-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
3.04
703.19
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-TR1 U)
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
F-3.68
703.77
12/3/2015
3.51
1 703.94
Page 10 of 12

Table 2
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-18 (MW-TR1D)
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
8/17/2004
5.62
702.35
2/23/2005
4.19
703.78
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
Page 11 of 12

Table 2
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
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
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
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
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.
Page 12 of 12

Table 3
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)
SBA
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
S13-3
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
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
8.92
10.92
2.00
8/20/2015
2.50
3.90
1.40
8/21 /2015
1.45
1.95
0.50
-
S13-6
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
8/8/2015
ND
7.52
NA
715.65
Page 1 of 6

Table 3
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)
S13-7
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
S13-8
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
8.75
NA
713.85
12/16/2015
6.22
NA
716.38
2/16/2016
4.70
NA
717.90
8/19/2016
6.13
NA
716.47
2/7/2017
6.89
NA
715.71
8/15/2017
2.51
NA
720.09
2/1/2018
3.60
NA
719.00
8/16/2018
J7.4
2.61
NA
719.99
2/15/2019
2.68
NA
719.92
8/8/2019
5.50
NA
717.1
SB-9
8/17/2015
722.62
9.75
9.75
2.30
714.53
8/18/2015
9.48
1.57
714.27
8/19/2015
9.48
1.07
713.91
8/20/2015
9.75
1.42
713.89
8/21/2015
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
Page 2 of 6

Table 3
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)
SB-10
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
Page 3 of 6

Table 3
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)
SB-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
SB-12
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
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 1 NA
715.43
Page 4 of 6

Table 3
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)
SB-15
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
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
ND
715.94
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
SB-18
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
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
Page 5 of 6

Table 3
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)
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
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
0.15
717.82
2/7/2017
ND
7.43
NA
716.23
Well
Abandoned
RWA
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
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
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 6 of 6

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
0)
0)
m
m
N
_�
w
0)
_
H
N
O
1
x
L
(D
�'
IE
.O+
0)
0)
CL f0
CD
V
Q
C
V
L
w
C
Q
i
f0
v
O
r
0)
m
C
O
N
L
U
w
ca
x
>+
w
W
V
Ul
-0
�'
R
L
O
LL
0)
L
O
LL
(D
M
Qi
a
O
c
L
a
t
f0
_a
Q
M
U
1
a)
T-
U
y
fC
t
Q
00
r♦
U
I
O
U
y
fC
t
Q
N
/r♦
\)
I
O
U
++
n3
Q
00
U
I
LO
U
N
V
r
13
E
Q
O
r
U
I
O
U
w
V
:C
E
Q
N
N
U
r
U
NCAC 2L Standard (Ng/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (fag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (2)
180 (S) (2)
12(z)S)
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
8/18/1998
ND
ND
ND
ND
97
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
8/19/1999
ND
ND
ND
ND
110
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
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
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
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
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
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
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
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
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
8/17/2004
<1.0
<1.0
<1.0
<3.0
<5
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
6
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
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
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
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
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
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
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
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
NA
<100
<75
<75
<25
<100
1 of 13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
Q)
C
0)
C
0)
m
N
0)
_�
+�+
w
0)
41
O
O
O
to
O
>+
x
L
w
+�
2
Q1
Q
R
Q)
U
a
V
f0
s
rr
C
a
R
O
C
0)
m
C
d
N
i�
t
U
r
K
i
r
W
V
N
-0
i
rr
C
M
O
7
U-
d
C
�
O
2
U-
++
C
cC
y
t
a
0)
d
>+
a
fC
Q
a
M
U
r
U
y
00
U
U
y
N
U
U
Q
a
00
U
LO
U
N
v
i+
E
L
O
U
a)
U
w
v
M
E
O
L
N
N
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
12((2)S)
NE
NE
(MW-2)
10/20/1997
ND
ND
ND
ND
59,000
NA
NA
NA
NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/25/1998
ND
ND
ND
ND
110,000
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Abandoned
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
2/17/1999
ND
ND
ND
ND
61,000
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
2/17/2000
ND
ND
ND
ND
38,000
NA
NA
NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
3/6/2000
Abandoned
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
2/25/1998
ND
ND
ND
ND
3,500
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
2/17/1999
ND
ND
ND
ND
4,200
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
11/23/1999
ND
ND
ND
ND
5,900
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
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
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
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
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
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
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
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
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
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
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
12/3/2015
<1.0
<1.0
<1.0
<1.0
5.2
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
<100
<75
<75
<75
<100
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
2/17/1999
ND
ND
ND
ND
590
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
2of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
Q)
C
0)
C
0)
m
N
0)
_�
+�+
w
0)
41
O
O
O
to
O
>+
x
L
w
+�
2
Q1
Q
R
Q)
U
a
V
f0
s
rr
C
a
R
O
C
0)
m
C
d
N
i�
t
U
r
K
i
r
W
V
N
-0
i
rr
C
M
O
7
U-
d
C
�
O
2
U-
++
C
cC
y
t
a
0)
d
>+
a
fC
Q
a
M
U
r
U
y
00
U
U
y
N
U
U
Q
a
00
U
LO
U
N
v
i+
E
L
O
U
a)
U
w
v
M
E
O
L
N
N
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
12((2)S)
NE
NE
MW-3 Continued
2/17/2000
ND
ND
ND
ND
1,400
NA
NA
NA
NA
NA
I 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
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
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
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
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
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
8/18/2003
<1
<1
<1
<3
<5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/19/2004
<1
<1
<1
<3
<5
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
8/17/2004
<1
<1
<1
<3
<5
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
12/4/2015
<1.0
<1.0
<1.0
<1.0
0.83J
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
<100
<75
<75
<25
<100
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
3of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
Q)
C
0)
C
0)
m
N
0)
_�
+�+
w
0)
41
O
O
O
to
O
>+
x
L
w
+�
2
Q1
Q
R
Q)
U
a
V
f0
s
rr
C
a
R
O
C
0)
m
C
d
N
i�
t
U
r
K
i
r
W
V
N
-0
i
rr
C
M
O
7
U-
d
C
�
O
2
U-
++
C
cC
y
t
a
0)
d
>+
a
fC
Q
a
M
U
r
U
y
00
U
U
y
N
U
U
Q
a
00
U
LO
U
N
v
i+
E
L
O
U
a)
U
w
v
M
E
O
L
N
N
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
12((2)S)
NE
NE
MW-4 Continued
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
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
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
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
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
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
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
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
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
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
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
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
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
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
8/18/2015
<0.5
<0.5
<0.5
<1.5
<0.5
<4.9
<4.9
<4.9
<4.9
<4.9
<4.9
<4.9
<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
<2.0
<2.0
<2.0
<2.0
<100
<100
151
<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
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
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
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
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
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
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
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
MW-5
2/23/2005
<1.0
<1.0
<1.0
<3.0
<5.0
NA
I NA
NA
I 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
1 <2.0
<2.0
1 <2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
<100
<75
<75
<25
<100
4of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
0)
0)
m
m
N
_�
w
0)
_
H
N
O
1
x
L
(D
�'
IE
.O+
0)
0)
CL f0
CD
V
Q
C
V
L
w
C
Q
i
f0
v
O
r
0)
m
C
O
N
L
U
w
ca
x
>+
w
W
V
Ul
-0
�'
R
L
O
LL
0)
L
O
LL
(D
M
Qi
a
O
c
L
a
t
f0
_a
Q
M
U
1
a)
T-
U
y
fC
t
Q
00
r♦
U
I
O
U
y
fC
t
Q
N
/r♦
\)
I
O
U
++
n3
Q
00
U
I
LO
U
N
V
r
13
E
Q
O
r
U
I
O
U
w
V
:C
E
Q
N
N
U
r
U
NCAC 2L Standard (Ng/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (fag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (2)
180 (S) (2)
12(z)S)
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
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
8/16/2001
9
37
27
240
8,100
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
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
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
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
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
8/17/2004
260
46
10
31
340
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
8/16/2005
370
110
19
30
84
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
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
2/20/2007
150
32
<10
<30
<50
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
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
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
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
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
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
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
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
9/8/2011
NS
NS
NS
NS
NS
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
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
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
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
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
5of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
0)
0)
m
m
N
_�
w
0)
_
H
N
O
1
x
L
(D
�'
IE
.O+
0)
0)
CL f0
CD
V
Q
C
V
L
w
C
Q
i
f0
v
O
r
0)
m
C
O
N
L
U
w
ca
x
>+
w
W
V
Ul
-0
�'
R
L
O
LL
0)
L
O
LL
(D
M
Qi
a
O
c
L
a
t
f0
_a
Q
M
U
1
a)
T-
U
y
fC
t
Q
00
r♦
U
I
O
U
y
fC
t
Q
N
/r♦
\)
I
O
U
++
n3
Q
00
U
I
LO
U
N
V
r
13
E
Q
O
r
U
I
O
U
w
V
:C
E
Q
N
N
U
r
U
NCAC 2L Standard (Ng/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (fag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (2)
180 (S) (2)
12(z)S)
NE
NE
MW-6 Continued
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
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
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
7.3J
<2.0
<2.0
<2.0
<2.0
1 <100
<100
<75
10J
<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
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
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
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
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
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
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
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
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
12/12/95
ND
ND
ND
ND
80,000
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
07/16/97
ND
ND
ND
ND
42,000
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
11/9/1999
ND
ND
ND
ND
25,900
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
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
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
8/16/2001
4
<1.0
<1.0
<3.0
12,000
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
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
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
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
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
8/17/2004
<1
<1.0
<1.0
<3.0
2.7 J
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
6of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
0)
0)
m
m
N
_�
w
0)
_
H
N
O
1
x
L
(D
�'
IE
.O+
0)
0)
CL f0
CD
V
Q
C
V
L
w
C
Q
i
f0
v
O
r
0)
m
C
O
N
L
U
w
ca
x
>+
w
W
V
Ul
-0
�'
R
L
O
LL
0)
L
O
LL
(D
M
Qi
a
O
c
L
a
t
f0
_a
Q
M
U
1
a)
T-
U
y
fC
t
Q
00
r♦
U
I
O
U
y
fC
t
Q
N
/r♦
\)
I
O
U
++
n3
Q
00
U
I
LO
U
N
V
r
13
E
Q
O
r
U
I
O
U
w
V
:C
E
Q
N
N
U
r
U
NCAC 2L Standard (Ng/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (fag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (2)
180 (S) (2)
12(z)S)
NE
NE
MW-7 (MW-6D)
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
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
Continued
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
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
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
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
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
12/4/2015
<1.0
<1.0
<1.0
<1.0
2.8
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
<100
<75
12J
<25
<100
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
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
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
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
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
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
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
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
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
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
2/23/2005
<10
<10
<10
<30
130
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
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
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
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
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
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
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
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
8/20/2009
<1.0
<1.0
<1.0
<2.0
475
NA
NA
I NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
0)
0)
m
m
N
_�
w
0)
_
H
N
O
1
x
L
(D
�'
IE
.O+
0)
0)
CL f0
CD
V
Q
C
V
L
w
C
Q
i
f0
v
O
r
0)
m
C
O
N
L
U
w
ca
x
>+
w
W
V
Ul
-0
�'
R
L
O
LL
0)
L
O
LL
(D
M
Qi
a
O
c
L
a
t
f0
_a
Q
M
U
1
a)
T-
U
y
fC
t
Q
00
r♦
U
I
O
U
y
fC
t
Q
N
/r♦
\)
I
O
U
++
n3
Q
00
U
I
LO
U
N
V
r
13
E
Q
O
r
U
I
O
U
w
V
:C
E
Q
N
N
U
r
U
NCAC 2L Standard (Ng/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (fag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (2)
180 (S) (2)
12(z)S)
NE
NE
MW-8 Continued
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
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
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
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
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
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
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
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
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
8/25/2014
<1.0
<1.0
<1.0
<2.0
27.0
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
24.4
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
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<5.0
<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
<2.0
<2.0
<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
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
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
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
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
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
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
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
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
2/25/1998
190
ND
ND
ND
31,000
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
2/17/1999
9
ND
ND
ND
10,000
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
2/17/2000
ND
ND
ND
ND
1,200
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
8of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
Q)
C
0)
C
0)
m
N
0)
_�
+�+
w
0)
41
O
O
O
to
O
>+
x
L
w
+�
2
Q1
Q
R
Q)
U
a
V
f0
s
rr
C
a
R
O
C
0)
m
C
d
N
i�
t
U
r
K
i
r
W
V
N
-0
i
rr
C
M
O
7
U-
d
C
�
O
2
U-
++
C
cC
y
t
a
0)
d
>+
a
fC
Q
a
M
U
r
U
y
00
U
U
y
N
U
U
Q
a
00
U
LO
U
N
v
i+
E
L
O
U
a)
U
w
v
M
E
O
L
N
N
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
12((2)S)
NE
NE
MW-13
2/23/2001
2.9
<1.0
<1.0
<3.0
410
NA
NA
NA
NA
NA
I 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
Continued
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
8/3/2012
NS
NS
NS
NS
NS
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
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
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
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
9of13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
Q)
C
0)
C
0)
m
N
0)
_�
+�+
w
0)
41
O
O
O
to
O
>+
x
L
w
+�
2
Q1
Q
R
Q)
U
a
V
f0
s
rr
C
a
R
O
C
0)
m
C
d
N
i�
t
U
r
K
i
r
W
V
N
-0
i
rr
C
M
O
7
U-
d
C
�
O
2
U-
++
C
cC
y
t
a
0)
d
>+
a
fC
Q
a
M
U
r
U
y
00
U
U
y
N
U
U
Q
a
00
U
LO
U
N
v
i+
E
L
O
U
a)
U
w
v
M
E
O
L
N
N
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
12((2)S)
NE
NE
MW-13
2/23/2015
4.6
<1.0
<1.0
<2.0
5.1
NA
NA
NA
NA
NA
I 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
<5.0
<5.0
<5.0
<5.0
<200
<200
<100
53.9J
<100
<200
Continued
12/4/2015
7.1
<1.0
<1.0
<1.0
9.0
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
I <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
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
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
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
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
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
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
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
MW-17 (MW-TR1U)
8/18/1998
38
ND
ND
ND
3,500
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
8/19/1999
23
ND
ND
ND
370
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
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
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
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
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
NA
12/4/2015
<1.0
<1.0
<1.0
<1.0
0.55J
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
110
<75
71 J
<25
<100
MW-18 (MW-TR1D)
8/18-19/98
ND
ND
ND
ND
240
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
8/19/1999
ND
ND
ND
ND
20
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
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
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
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
10 of 13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
Sample ID
Sample Data
Q)
C
0)
C
0)
m
N
0)
_�
+�+
w
0)
41
O
O
O
to
O
>+
x
L
w
+�
2
Q1
Q
R
Q)
U
a
V
f0
s
rr
C
a
R
O
C
0)
m
C
d
N
i�
t
U
r
K
i
r
W
V
N
-0
i
rr
C
M
O
7
U-
d
C
�
O
2
U-
++
C
cC
y
t
a
0)
d
>+
a
fC
Q
a
M
U
r
U
y
00
U
U
y
N
U
U
Q
a
00
U
LO
U
N
v
i+
E
L
O
U
a)
U
w
v
M
E
O
L
N
N
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (Z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
12((2)S)
NE
NE
MW-18 (MW-TR1 D)
2/27/2002
<1.0
<1.0
<1.0
<3.0
<5.0
NA
NA
NA
NA
NA
I 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
<2.0
<2.0
<2.0
<2.0
<100
<100
<75
<75
<25
<100
Continued
MW-23
12/3/2015
<1.0
<1.0
<1.0
<1.0
<1.0
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
140
<75
<75
<25
<100
MW-24
12/4/2015
1.01
14
<5.0
<5.0
<5.0
14
4.3J
1.9J
1.2J
<50
9.3J
2.8J
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
8/19/2016
4.2
4.1
1.4
<3.0
NA
10.2
4.9J
<0.33
<0.21
<0.79
11.5
2.1J
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
10.6
1.5J
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
6.8J
<8.0
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
2.4J
<16
<16
<16
8.9J
<16
<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
4.1 J
<16
2.1 J
3.1 J
<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
7.9
<3.2
2.3 J
1 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
<8.0
<8.0
<8.0
<8.0
<110
160
100
150
81
290
MW-25
12/4/2015
<1.0
<1.0
<1.0
<1.0
1.1
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<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
8/19/2016
<1.0
<1.0
<1.0
<3.0
NA
<0.25
<0.14
<0.33
<0.21
<0.79
<0.21
<0.21
<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
<0.21
<0.21
<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
<1.6
<1.6
<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
<8.0
<8.0
<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
<8.0
<8.0
<8.0
0.51 J
<100
<100
<75
<75
<25
<100
2/15/2019
<0.50
<0.50
<0.50
<0.50
NA
<1.6
I <1.6
<1.6
<1.6
<8.0
<1.6
<1.6
<1.6
<1.6
<100
<100
<75
<75
<25
<100
8/8/2019 t
<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
<1.6
<100
<100
<75
<75
<25
<100
MW-25D
12/4/2015
<1.0
<1.0
<1.0
<1.0
1.2
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
100
<75
<75
<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
8/19/2016
<1.0
<1.0
<1.0
<3.0
NA
<0.25
<0.14
<0.33
<0.21
<0.79
<0.21
<0.21
<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
<0.21
<0.21
<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
<1.6
<1.6
<1.6
<1.6
<100
<100
<75
<75
<25
<100
2/1/2018 t
<0.50
<0.50
<0.50
<0.50
<0.50
<1.6
<1.6
<1.6
<1.6
0.75J
<1.6
<1.6
<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
<1.6
<1.6
<1.6
<1.6
<100
<100
<75
<75
<25
<100
11 of 13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Volatile
Organic
Compounds
Method 6200B
Semi
Volatile
Organic
Compounds
Method
625
MADEP-EPH/VPH
w
m
L
r
Sample ID
Sample Data
y
y
N
v
w
v
K
fC
Q
i+
E
M
E
O
Q1
i
i
a
Q
L
O
L
Q)
N
w
rr
d
a
C
0)
0)
0)
41
to
O
Q
R
V
f0
R
O
C
d
N
r
W
C
M
C
�
++
C
cC
0)
M
U
00
U
N
U
00
U
O
U
N
N
U
C
_�
O
+�
Q)
s
rr
C
i�
V
O
O
y
d
0)
m
+�+
w
O
>+
x
2
U
a
C
a
0)
m
t
U
N
-0
7
U-
2
U-
t
a
>+
a
r
U
U
U
LO
U
a)
U
U
NCAC 2L Standard (lag/L)
1
600
600
500
20
80
2,000
0.05
5
3
300
300
200
200
10,000*
700*
400*
200*
12((2)S)
Surface Water Standard (lag/L) (WS-II, HQW)
1.19
68 (')
11
670 (Z)
19 (z)
70 (')
300 (')
0.0028
0.32 (')
20 (')
50 (')
NE
20 (')
S
180 (S) (Z)
180 (S) (Z)
NE
NE
MW-25D
2/15/2019
<0.50
<0.50
<0.50
<0.50
NA
<1.6
<1.6
<1.6
<1.6
1 <8.0
1 <1.6
<1.6
<1.6
<1.6
NA
NA
<75
<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
<1.6
<1.6
<1.6
<1.6
<100
<100
<75
<75
<25
<100
Continued
Quality Assurance / Quality Control Samples
Dup-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
<4.8
<4.8
<4.8
<4.8
<190
<190
<100
<100
<100
<190
Dup120415 (MW-25D)
12/4/2015
<1.0
<1.0
<1.0
<1.0
1.1
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<2.0
<2.0
<100
<100
<75
<75
<25
<100
Dup12032015 (MW-2)
12/3/2015
<1.0
<1.0
<1.0
<1.0
5.2
<2.0
<2.0
<2.0
<2.0
<10
<2.0
<2.0
<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
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
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
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
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
DUP-1(MW-24)
8/16/2018
1.8
1.9
0.61
1.1
<0.50
5.9J
2.1J
<16
<16
<80
3.7J
<16
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
DUP-1 (MW-24)
8/8/2019
<0.50
<0.50
<0.50
<0.50
5.4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
I NA
12 of 13

Table 4
Groundwater Sample Analytical Results
Colonial Pipeline Company
Kannapolis Booster Station
Concord, North Carolina
Notes:
All concentrations reported in micrograms per liter (pg/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
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 2B Surface Water Standard for Water Supply (WS) ll, High Quality Waters (HQW) classification
(') = Environmental Protection Agency Nationally Recommended Water Quality Criteria for Aquatic Life and Human Health.
(z) = 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 pg/L which is above the 2L Standard of 0.005 pg/L and 213 Standard of 0.0028 pg/L for Total PAHs combined.
MW-25D, 2/1/2018: Di-n-butyl phthalate at an estimated concentration of 0.44 pg/L which is below the 2L Standard of 700 pg/L and the 213 Standard of 20 pg/L.
MW-25, 8/8/2019: Di-n-butyl phthalate at an estimated concentration of 1.5 pg/L which is below the 2L Standard of 700 pg/L and the 213 Standard of 20 pg/L.
MW-25D, 8/8/2019: Diethylphthalate at an estimated concentration of 1.4 pg/L which is below the 2L Standard of 6 pg/L and the 213 Standard of 600 pg/L.
MW-25D, 8/8/2019: Di-n-butyl phthalate at an estimated concentration of 1.4 pg/L which is below the 2L Standard of 700 pg/L and the 2B Standard of 20 pg/L.
MW-25D, 8/8/2019: Phenol at a concentration of 11 pg/L which is below the 2L Standard of 30 pg/L and the 213 Standard of 4,000 pg/L.
Monitor Well naming convention was modified January 2001. Former well designation in parentheses.
13 of 13

Table 5
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
DW-Allen
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
Church Bethpage-
Chu
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
6/15/2000
<1.0
<1.0
<1.0
<3.0
<5.0
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
DW-Buchanan
9/11/2014
<0.5
1 <0.5
8.6
<3.0
1 <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
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
DW-Cain-Influent
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
I <1.0
<1.0
<3.0
1 <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
I <1.0
<1.0
<3.0
1 <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
1 <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
1 <0.5
<3.0
<5.0
1 <1.0
Page 1 of 14

Table 5
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
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
<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
11/23/1999
<1.0
I <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
9/13/2000
<1.0
<1.0
<1.0
<3.0
<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
I <1.0
<3.0
<5.0
3/14/2002
<1.0
I <1.0
I <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
I <1.0
<1.0
<3.0
1 <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-Cook-
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
Influent
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
5/21/2009
<1.0
I <1.0
<1.0
<3.0
1 <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
11/23/1999
<1.0
<1.0
<1.0
1 <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
1 <5.0
Page 2 of 14

Table 5
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
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
DW-Coren-
7/10/2002
<1.0
<1.0
<1.0
<1.0
<5.0
Influent
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
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
12/7/1999
<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
I <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
DW-Crowe
(MW-16)(11
11/9/1999
<1.0
<1.0
<1.0
<3.0
116
11/19/1999
<1.0
<1.0
<1.0
<3.0
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
2/27/2002
<1.0
<1.0
<1.0
<3.0
5
8/28/2002
<1.0
<1.0
<1.0
<1.0
<1.0
2/18/2003
<1.0
<1.0
<1.0
<1.0
<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
DW-Dau hter
12/20/1999
<1.0
<1.0
<1.0
<3.0
<5.0
DW-Deaton
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
<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
1 <5.0
3/30/2001
<1.0
<1.0
<1.0
<3.0
<5.0
6/22/2001
<1.0
I <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
DW-Elwood
1/18/2000
<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
1 <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
DW-Elwood
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
9/28/2006
<1.0
<1.0
<1.0
<3.0
<5.0
Page 3 of 14

Table 5
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
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
<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
I <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
1 <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
I <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-Gaultney
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
1 32
7/6/2000
<1.0
<1.0
2.2
<3.0
<5.0
7/18/2000
<1.0
I <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
<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
i <5.0
7/18/2000
<1.0
<1.0
<1.0
<3.0
<5.0
8/16/2000
<1.0
I <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
8/29/2015
<1.0
<1.0
<1.0
I <3.0
<5.0
<1.0
8/29/2016
<0.50
<0.50
<0.50
1 <3.0
<5.0
<1.0
Page 4 of 14

Table 5
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
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
<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
DW-Goodnight-
11/6/2002
<1.0
<1.0
<1.0
<1.0
<5.0
New
3/11/2003
<1.0
<1.0
<1.0
<3.0
<5.0
-Influent
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
11/22/2005
<1.0
<1.0
<1.0
<3.0
<5.0
9/28/2006
<1.0
I <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
1 <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 <1.0
8/29/2016
<0.5
1 <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
11/19/1999
<1.0
<1.0
<1.0
<3.0
<5.0
-
12/22/1999
<1.0
<1.0
<1.0
<3.0
1 <5.0
DW-Goodnight-
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
Old
3/27/2000
<1.0
I <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
1 <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
1 <5.0
DW-Kann-Station(2)
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
8/29/2016
<0.5
<0.5
<0.5
<3.0
<5.0
<1.0
8/22/2017
<0.50
<0.50
<0.50
1 <3.0
1 <5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
<1.0
<1.0
8/22/2019
1 <0.50
1 <0.50
<0.50
<3.0
<5.0
<1.0
DW-Keasler
10/2/2000
1 <1.0
I <1.0
<1.0
1 <3.0
1 <5.0
1 -
Page 5 of 14

Table 5
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
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
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
<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
I <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
1 <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
1 <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
1 <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 <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
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
<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
Page 6 of 14

Table 5
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
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
<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
<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
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
1 <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
Dnutty-
Infiluentluent
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
1 <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
1 <3.0
1 <5.0
Page 7 of 14

Table 5
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
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
<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
I <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
1 <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
<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
1 <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
DW-Maurer-
CV-2
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
1 <5.0
8/20/2001
<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
1 <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
I <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
1 <3.0
1 <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 8 of 14

Table 5
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 (Ng/L)
1
600
600
500
20
6
DW-Maurer
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
D
Influent
fluent
2/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
3/27/2000
<1.0
<1.0
<1.0
<3.0
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
11/6/2002
<1.0
<1.0
<1.0
<1.0
24
3/11/2003
<1.0
I <1.0
<1.0
<3.0
1 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
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
I <1.0
<1.0
<3.0
1 <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
1 <0.5
<0.5
<3.0
1 2.00J
<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
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
I <1.0
<1.0
<3.0
1 <5.0
DW-Murphy
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
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
DW-Myers
12/20/1999
<1.0
<1.0
<1.0
<3.0
1 48
12/22/1999
<1.0
<1.0
<1.0
<3.0
81
1/5/2000
<1.0
<1.0
<1.0
<3.0
51
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
Page 9 of 14

Table 5
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
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
1 <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
<3.0
<5.0
DW-Owens
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
1 <5.0
8/29/2005
<1.0
<1.0
<1.0
<1.0
<5.0
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
<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
1 <5.0
6/22/2001
<1.0
<1.0
<1.0
<3.0
<5.0
7/10/2002
<1.0
I <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-Reynolds
4/10/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/28/2000
<2.0
<2.0
<2.0
<4.0
1 <2.0
8/16/2000
<1.0
<1.0
<1.0
<3.0
<5.0
11/14/2000
<1.0
I <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
1 <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
1 <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
1 <5.0
Influent
10/24/2001
<1.0
<1.0
<1.0
<3.0
1 <5.0
3/1/2002
<1.0
<1.0
<1.0
<3.0
<5.0
5/14/2002
<1.0
I <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 10 of 14

Table 5
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
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
DW-Smith
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
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
1 <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
<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-Teal-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
<5.0
<1.0
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
<5.0
6/15/2000
1 <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
I <1.0
<3.0
<1.0
8/29/2005
<1.0
<1.0
<1.0
1 <3.0
1 <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
Page 11 of 14

Table 5
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
<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
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
I <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
1 <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
6/15/2000
<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
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
I <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(3)
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
I <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
1 <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 <1.0
<1.0
<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
1.9J
<1.0
8/24/2017
<0.50
0.50
<LTT
<0.50
<3.0
<5.0
<1.0
8/23/2018
<1.0
<1.0
<1.0
<3.0
1.3
<1.0
Page 12 of 14

Table 5
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
DW-Wally
6/28/2000
<2.0
<2.0
<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
<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
I <1.0
<1.0
<2.0
1 <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
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
I <1.0
<1.0
<3.0
1 <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
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
I <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
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
1 <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
1 <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
I <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 13 of 14

Table 5
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
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
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
1 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
73
3/30/2001
<1.0
<1.0
<1.0
<3.0
81
5/1/2001
<1.0
<1.0
<1.0
<3.0
1 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
1 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
<1.0
<3.0
10
9/28/2006
<1.0
<1.0
<1.0
<3.0
1 4.4 J
9/5/2007
<1.0
I <1.0
<1.0
<3.0
8.6
5/21/2009
<1.0
<1.0
<1.0
<3.0
<5.0
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
<5.0
DW-Watts-New-
8/29/2013
<0.5
<0.5
<0.5
<3.0
1 <5.0
Influent
8/25/2014
<0.5
1 <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
1.3J
<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
2/2/2000
<1.0
<1.0
<1.0
<3.0
1 <5.0
-
DW-Wilkinson
10/2/2000
<1.0
<1.0
<1.0
<3.0
<5.0
6/21/2001
<1.0
I <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
<2.0
<2.0
<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
< = Not detected above reporting limit.
J = Estimated value below reporting limit.
Bold values indicate constituent detection.
CV-1 = 1st 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 14 of 14

FIGURES
�1
APEX

r
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
Departme'rt`bf.State Humanitarian Information Unit; and NOAA National
Centers for Environmental Information, U.S. Coastal Relief Model. Data
Feet
refreshed October 2018.
CHECK BY: AS
SITE LOCATION MAP
COLONIAL PIPELINE COMPANY
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
� r„
APEX
L X
FIGURE
DRAWN BY: SP
DATE: 9/12/19
SCALE: AS SHOWN
CAD NO.: CPC19014.001
PRJ NO.: CPC19014.001

1 LA
`y � aI /► w
• _ x } ' A
__
1A. ' +s
MW-4
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Yl `
DRAWN BY SP
' DATE 9/11/19
SCALE AS SHOWN
CAD NO. CPC19014.001
PRJ NO. CPC19014.001
-
,'
LEGEND
— — PROPERTY LINE
x FENCE LINE
G COLONIAL PIPELINEI
ANCILLARY PIPING
e MW-1 SHALLOW MONITORING WELL
MW-2 DEEP MONITORING WELL
MW-11 ABANDONED MONITORING WELL
I9 RW-15 RECOVERY WELL
0 PZ-1 PIEZOMETER
0 PIG —SIGNAL
SCALE IN FEET
0 40 80 160
WELL DESIGNATION
UPDATE
FORMER WELL NAME
NEW WELL NAME
MW-1
MW-1
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—
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MW-7
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—
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MW-9
MW-1 OD
MW-10
MW-11
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MW-11 ABANDONED
MW-12D
MW-12
MW-13
MW-13
MW-14
(ABANDONED)—
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MW-17
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RECOVERY WELL
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TR-1U
MW-17
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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
SITE PLAN
COLONIAL PIPELINE COMPANY 2
KANNAPOLIS BOOSTER STATION r
CONCORD, NORTH CAROLINA APEX

LEGEND
— — PROPERTY LINE
X FENCE LINE
c COLONIAL PIPELINE'
ANCILLARY PIPING'
ASPHALT PAVED SB-1 RECOVERY WELL
1W SB-7 RECOVERY WELL ABANDONED
0 BV-1 BIO—VENTING WELL
SB-11 Q! BS-1 BIO—SPARGE WELL
U
CHECK
BY AS
DRAWN
BY SP
DATE
9/11/19
SCALE
AS SHOWN
CAD NO. CPC19014.001
PRJ NO. CPC19014.001
B-9
SCALE IN FEET
0 10 20 40
—5 RW-01
-1
NOTES: 1. ANCILLARY PIPING AND COLONIAL PIPELINE
LOCATIONS ARE APPROXIMATE AND ARE FOR FIGURE
13 PURPOSES ONLY.
2. MAP BASED OFF DRAWING ENTITLED "FACILITY MAP"
z DATED APRIL 1, 2014 COMPLETED BY PROGRESSIVE
ENGINEERING AND CONSTRUCTION, INC.
I SB-12
FIGURE
RECOVERY WELL LOCATIONS
AUGUST 8, 2019 vA
COLONIAL PIPELINE COMPANY f 3
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA APEX

1
DUKE POWER COMPANY
x �x�
i
/ MW-4�_�
I / 719.25
j
MW-23
1 x 718.09
1
ASPHALT PAVED
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1
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1 Q x e SUB STATION x
- 0 716.61
I y n0 LINE 2
�1 V MANIFOLD
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1 MW-6 W-7
I 711.11
x
I �
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7
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x / _
-� - G - CHECK BY AS
DRAWN BY MJO
MW-10D
DATE 10/11/19
SCALE AS SHOWN
CAD NO. CPC19014.001
PRJ NO. CPC19014.001
LEGEND
— —
PROPERTY LINE
x
FENCE LINE
c
COLONIAL PIPELINE(
ANCILLARY PIPING(
Q5 MW-1
SHALLOW MONITORING WELL
MW-2
DEEP MONITORING WELL
MW-11
ABANDONED MONITORING WELL
RW-15
RECOVERY WELL
O PZ-1
PIEZOMETER
®
PIG -SIGNAL
GROUNDWATER POTENTIOMETRIC
CONTOUR (FT. MSL)
CONTOUR INTERVAL 5-FEET
(DASHED WHERE INFERRED)
718.70
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
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MW-4
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TR-21)
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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.
GROUNDWATER POTENTIOMETRIC SURFACE MAP
SURFICIAL SAPROLITE UNIT - AUGUST 8, 2019
COLONIAL PIPELINE COMPANY
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
APEX
FIGURE
4

DUKE POWER COMPANY
IIII ' I
I
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1qv
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(RW-15) _
1
PRJ NO. CPC19014.001
ISOCONCENTRATION MAP
AUGUST 8, 2019
I
COLONIAL PIPELINE COMPANY
KANNAPOLIS BOOSTER STATION
CONCORD, NORTH CAROLINA
LEGEND
— —
PROPERTY LINE
x
FENCE LINE
COLONIAL PIPELINE'
ANCILLARY PIPING'
0 MW-1
SHALLOW MONITORING WELL
MW-2
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* RW-1
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0
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® BV-1
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!'1 — BENZENE ISOCONTOUR (DASHED
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13 BENZENE CONCENTRATION (µg/L)
2B STANDARD FOR BENZENE IS
1.19 MICROGRAM PER LITER (µg/L)
2L STANDARD FOR BENZENE
IS 1 µg/L
<0.50 BENZENE NOT DETECTED AT OR
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1�1
SCALE IN FEET
0 40 80 160
WELL DESIGNATION
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FORMER WELL NAME
NEW WELL NAME
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MW-1
MW-2
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MW-3
MW-3
MW-4
MW-4
MW-5
MW-5
MW-6
MW-6
MW-6D
MW-7
MW-7
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MW-8
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MW-9
MW-10D
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MW-12
MW-13
MW-13
MW-14
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MW-15
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-
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MW-17
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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
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FIGURE
vA "" 5
APEX

S
V
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DATA SOURCE: CABARRUS COUNTY GIS AND MAPPING; AERIAL PHOTOGRAPHY DATED 2015. CHECK BY: AS FIGURE
DRAWN BY: SP/JPM
SITE BOUNDARY PRIVATE SUPPLY WELLS N DATE: 10/10/19 WATER SUPPLY WELL LOCATION MAP
1,000 FT BUFFER :i WELLS WITH POINT OF ENTRY (POE) SYSTEMS 0 250 500 SCALE: AS SHOWN
PARCELS SURFACE WATER Feet CAD NO.: CPC18012.001 COLONIAL PIPELINE COMPANY 6
KANNAPOLIS BOOSTER STATION APEX
HIGHLIGHTED WELLS SAMPLED ON AUGUST 22, 2019 PRJ NO.: CPC18012.001 CONCORD, NORTH CAROLINA

APPENDIX A
GROUNDWATER SAMPLING FIELD LOGS
r,
APEX

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APPENDIX B
LABORATORY ANALYTICAL REPORTS
r,
APEX

SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
Apex Companies, LLC
10610 Metromont Parkway
Suite 206
Charlotte, NC 28269
Attention: Andrew Street
Project Name: CPC-Kannapolis
Project Number: CPC19014
Lot Number:UH10002
Date Completed:08/26/2019
08/27/2019 10:32 AM
Approved and released by:
Lab Director - Greenville: Lucas Odom
pCCRF�4
AM
AC CF ED I T E D
qB
11900 ELAP
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 Shealy Environmental Services, Inc.
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 1 of 44

SHEALY ENVIRONMENTAL SERVICES, INC.
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
Apex Companies, LLC
Lot Number: UH10002
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 NELAC standards, the Shealy Environmental Services, Inc. ("Shealy") Quality
Assurance Management Plan (QAMP), standard operating procedures (SOPS), and Shealy policies. Any
exceptions to the NELAC standards, the QAMP, SOPS or policies are qualified on the results page or
discussed below.
If you have any questions regarding this report please contact the Shealy Project Manager listed on the
cover page.
SVOCs by GC/MS
The laboratory control sample (LCS) for analytical batch 26235 exceeded control limits for 2-
Chloronapthalene. Additonal analysis was not performed outside of the hold time.
The following sample was diluted due to the nature of the sample matrix: UH10002-005. The LOQ has
been elevated to reflect the dilution.
VPH
Surrogate recovery for the following sample was outside control limits: UH10002-005. Evidence of matrix
interference is present; therefore, re -extraction and/or re -analysis was not performed.
EPH
The continuing calibration verification (CCV) associated with sample UH10002-007 recovered C9-C18
Aliphatic, C11-C22 Aromatic, 2-Fluorobiphenyl, 2-Bromonaphthalene, and Ortho-Terphenyl above the
upper control limit. The sample associated with this CCV are non -detect for the affected analytes and the
surrogates recovered high enough that the high bias of the CCV would not have caused them to pass;
therefore, the data has been reported.
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 2 of 44

SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
Apex Companies, LLC
Lot Number: UH10002
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
MW-4
Aqueous
08/08/20191310
08/10/2019
002
MW-6
Aqueous
08/08/20191230
08/10/2019
003
MW-8
Aqueous
08/08/20191145
08/10/2019
004
MW-13
Aqueous
08/08/20191055
08/10/2019
005
MW-24
Aqueous
08/08/20191340
08/10/2019
006
MW-25
Aqueous
08/08/20191110
08/10/2019
007
MW-25D
Aqueous
08/08/20191300
08/10/2019
008
DUP-1
Aqueous
08/08/2019
08/10/2019
009
EB-1
Aqueous
08/08/20191340
08/10/2019
(9 samples)
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 3 of 44

SHEALY ENVIRONMENTAL SERVICES, INC.
Detection Summary
Apex Companies, LLC
Lot Number: UH10002
Sample Sample ID
Matrix
Parameter Method
Result
Q
Units
Page
002
MW-6
Aqueous
Benzene SM 6200B-
66
ug/L
6
002
MW-6
Aqueous
Toluene SM 6200B-
1.0
ug/L
6
002
MW-6
Aqueous
Xylenes (total) SM 6200B-
1.5
ug/L
6
003
MW-8
Aqueous
Methyl tertiary butyl ether SM 6200B-
6.5
ug/L
7
004
MW-13
Aqueous
Benzene SM 6200B-
2.8
ug/L
8
004
MW-13
Aqueous
Methyl tertiary butyl ether SM 6200B-
2.8
ug/L
8
005
MW-24
Aqueous
Benzene SM 6200B-
0.45
J
ug/L
9
005
MW-24
Aqueous
C11 - C22 Aromatics MADEP-EPH-
290
ug/L
11
005
MW-24
Aqueous
C9 - C18 Aliphatics MADEP-EPH-
160
ug/L
11
005
MW-24
Aqueous
C5 - C8 Aliphatics MADEP-VPH-
150
ug/L
11
005
MW-24
Aqueous
C9 - C12 Aliphatics MADEP-VPH-
100
ug/L
11
005
MW-24
Aqueous
C9 - C10 Aromatics MADEP-VPH-
81
ug/L
12
006
MW-25
Aqueous
Di-n-butyl phthalate 625.1
1.5
J
ug/L
14
007
MW-25D
Aqueous
Diethylphthalate 625.1
1.4
J
ug/L
17
007
MW-25D
Aqueous
Di-n-butyl phthalate 625.1
1.4
J
ug/L
18
007
MW-25D
Aqueous
Phenol 625.1
11
ug/L
18
008
DUP-1
Aqueous
Methyl tertiary butyl ether SM 6200B-
5.4
ug/L
21
(17 detections)
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 4 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-001
Description: MW-4 Matrix: Aqueous
Date Sampled:08/08/2019 1310
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 620013- SM 620OB-2011 1 08/13/2019 0154 ALR1 25465
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 6200B-
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
101 70-130
1,2-Dichloroethane-d4
102 70-130
Toluene-d8
109 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 5 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-002
Description: MW-6 Matrix: Aqueous
Date Sampled:08/08/2019 1230
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 620013- SM 620OB-2011 1 08/13/2019 0218 ALR1 25465
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 6200B-
66
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620013-
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 620013-
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620013-
1.0
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620013-
1.5
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
102 70-130
1,2-Dichloroethane-d4
104 70-130
Toluene-d8
109 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 6 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-003
Description: MW-8 Matrix: Aqueous
Date Sampled:08/08/2019 1145
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 620013- SM 620OB-2011 1 08/13/2019 0242 ALR1 25465
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 6200B-
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 6200B-
6.5
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
99 70-130
1,2-Dichloroethane-d4
100 70-130
Toluene-d8
106 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 7 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-004
Description: MW-13 Matrix: Aqueous
Date Sampled:08/08/2019 1055
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 620013- SM 620OB-2011 1 08/13/2019 0306 ALR1 25465
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 620013-
2.8
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 6200113-
2.8
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
103 70-130
1,2-Dichloroethane-d4
105 70-130
Toluene-d8
111 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 8 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-005
Description: MW-24 Matrix: Aqueous
Date Sampled:08/08/2019 1340
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 SM 620013-
SM 620OB-2011 1 08/13/2019 0329 ALR1
25465
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Benzene
71-43-2 SM 6200B-
0.45 J
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 620013-
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 620013-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 620013-
ND
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
107 70-130
1,2-Dichloroethane-d4
105 70-130
Toluene-d8
112 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 08/23/2019 1851 SCD
08/14/2019 1859 25681
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
1
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
Diethylphthalate
84-66-2 625.1
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
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
H = Out of holding time W =
Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 9 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-005
Description: MW-24 Matrix: Aqueous
Date Sampled:08/08/2019 1340
Date Received:08/10/2019
Semivolatile Organic Compounds by
GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst
Prep
Date Batch
1 625.1
625.1 5 08/23/2019 1851 SCD
08/14/2019
1859 25681
CAS
Analytical
Parameter
Number
Method
Result
Q LOQ
DL
Units
Run
Dimethyl phthalate
131-11-3
625.1
ND
8.0
4.0
ug/L
1
2,4-Dimethylphenol
105-67-9
625.1
ND
8.0
4.0
ug/L
1
Di-n-butyl phthalate
84-74-2
625.1
ND
8.0
4.1
ug/L
1
4,6-Dinitro-2-methylphenol
534-52-1
625.1
ND
40
4.0
ug/L
1
2,4-Dinitrophenol
51-28-5
625.1
ND
40
4.0
ug/L
1
Di-n-octylphthalate
117-84-0
625.1
ND
8.0
4.0
ug/L
1
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625.1
ND
8.0
4.0
ug/L
1
bis(2-Ethylhexyl)phthalate
117-81-7
625.1
ND
40
20
ug/L
1
Fluoranthene
206-44-0
625.1
ND
8.0
4.0
ug/L
1
Fluorene
86-73-7
625.1
ND
8.0
4.0
ug/L
1
Hexachlorobenzene
118-74-1
625.1
ND
8.0
4.0
ug/L
1
Hexachlorobutadiene
87-68-3
625.1
ND
8.0
4.0
ug/L
1
Hexachlorocyclopentadiene
77-47-4
625.1
ND
40
20
ug/L
1
Hexachloroethane
67-72-1
625.1
ND
8.0
4.0
ug/L
1
Indeno(1,2,3-c,d)pyrene
193-39-5
625.1
ND
8.0
4.0
ug/L
1
Isophorone
78-59-1
625.1
ND
8.0
4.0
ug/L
1
1-Methylnaphthalene
90-12-0
625.1
ND
8.0
2.0
ug/L
1
2-Methylnaphthalene
91-57-6
625.1
ND
8.0
2.0
ug/L
1
2-Methylphenol
95-48-7
625.1
ND
8.0
3.4
ug/L
1
3+4-Methylphenol
106-44-5
625.1
ND
8.0
7.5
ug/L
1
Naphthalene
91-20-3
625.1
ND
8.0
4.0
ug/L
1
Nitrobenzene
98-95-3
625.1
ND
8.0
4.0
ug/L
1
2-Nitrophenol
88-75-5
625.1
ND
16
4.0
ug/L
1
4-Nitrophenol
100-02-7
625.1
ND
40
20
ug/L
1
N-Nitrosodi-n-propylamine
621-64-7
625.1
ND
8.0
4.0
ug/L
1
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625.1
ND
8.0
4.0
ug/L
1
Pentachlorophenol
87-86-5
625.1
ND
40
20
ug/L
1
Phenanthrene
85-01-8
625.1
ND
8.0
4.0
ug/L
1
Phenol
108-95-2
625.1
ND
8.0
4.0
ug/L
1
Pyrene
129-00-0
625.1
ND
8.0
4.0
ug/L
1
1,2,4-Trichlorobenzene
120-82-1
625.1
ND
8.0
4.0
ug/L
1
2,4,6-Trichlorophenol
88-06-2
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
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 10 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-005
Description: MW-24 Matrix: Aqueous
Date Sampled:08/08/2019 1340
Date Received:08/10/2019
Run 1 Acceptance
Surrogate
Q % Recovery Limits
2-Fluorobiphenyl
68 37-129
2-Fluorophenol
50 24-127
Nitrobenzene-d5
73 38-127
Phenol-d5
60 28-128
Terphenyl-d14
88 10-148
2,4,6-Tribromophenol
80 41-144
MADEP EPH (aromatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 08/23/2019 0815 CHG 08/15/2019 0929 26414
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C11 - C22 Aromatics
MADEP-EPH- 290
110
110 ug/L 1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
o - Terphenyl (aromatic)
75 40-140
2-Fluorobiphenyl (fractionation 1)
112 40-140
2-Bromonaphthalene (fractionation
2) 76 40-140
MADEP EPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 08/23/2019 0417 CHG 08/15/2019 0929 26413
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C9 - C18 Aliphatics
MADEP-EPH- 160
110
110 ug/L 1
C19 - C36 Aliphatics
MADEP-EPH-04 ND
110
110 ug/L 1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
1-Chloro-octadecane (aliphatic)
54 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 08/16/20191955 STM
26200
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C5 - C8 Aliphatics
MADEP-VPH- 150
75
15 ug/L 1
C9 - C12 Aliphatics
MADEP-VPH- 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
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
H = Out of holding time W
= Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 11 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-005
Description: MW-24 Matrix: Aqueous
Date Sampled:08/08/2019 1340
Date Received:08/10/2019
Run 1 Acceptance
Surrogate
Q % Recovery Limits
2,5-Dibromotoluene (FID)
N 132 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 08/16/20191955 STM
26201
CAS Analytical
Parameter
Number Method Result Q
LOQ DL Units Run
C9 - C10 Aromatics
MADEP-VPH- 81
25 5.0 ug/L 1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
2,5-Dibromotoluene (PID)
112 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 12 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-006
Description: MW-25 Matrix: Aqueous
Date Sampled:08/08/2019 1110
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 SM 620013-
SM 620OB-2011 1 08/13/2019 0353 ALR1
25465
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Benzene
71-43-2 SM 6200B-
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
101 70-130
1,2-Dichloroethane-d4
104 70-130
Toluene-d8
108 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 1 08/23/2019 1914 SCD
08/14/2019 1859 25681
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acenaphthene
83-32-9 625.1
ND
1.6
0.80
ug/L
1
Acenaphthylene
208-96-8 625.1
ND
1.6
0.80
ug/L
1
Anthracene
120-12-7 625.1
ND
1.6
0.80
ug/L
1
Benzo(a)anthracene
56-55-3 625.1
ND
1.6
0.80
ug/L
1
Benzo(a)pyrene
50-32-8 625.1
ND
1.6
0.80
ug/L
1
Benzo(b)fluoranthene
205-99-2 625.1
ND
1.6
0.80
ug/L
1
Benzo(g,h,i)perylene
191-24-2 625.1
ND
1.6
0.80
ug/L
1
Benzo(k)fluoranthene
207-08-9 625.1
ND
1.6
0.80
ug/L
1
Benzyl alcohol
100-51-6 625.1
ND
3.2
2.0
ug/L
1
4-Bromophenyl phenyl ether
101-55-3 625.1
ND
1.6
0.80
ug/L
1
Butyl benzyl phthalate
85-68-7 625.1
ND
1.6
0.80
ug/L
1
bis (2-Chloro-1-methylethyl) ether
108-60-1 625.1
ND
1.6
0.80
ug/L
1
4-Chloro-3-methyl phenol
59-50-7 625.1
ND
1.6
0.80
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1 625.1
ND
1.6
0.80
ug/L
1
bis(2-Chloroethyl)ether
111-44-4 625.1
ND
1.6
0.80
ug/L
1
2-Chloronaphthalene
91-58-7 625.1
ND
1.6
0.80
ug/L
1
2-Chlorophenol
95-57-8 625.1
ND
1.6
0.80
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3 625.1
ND
1.6
0.80
ug/L
1
Chrysene
218-01-9 625.1
ND
1.6
0.80
ug/L
1
Dibenzo(a,h)anthracene
53-70-3 625.1
ND
1.6
0.80
ug/L
1
Dibenzofuran
132-64-9 625.1
ND
1.6
1.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1 625.1
ND
8.0
0.80
ug/L
1
2,4-Dichlorophenol
120-83-2 625.1
ND
1.6
0.80
ug/L
1
Diethylphthalate
84-66-2 625.1
ND
1.6
0.80
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
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
H = Out of holding time W =
Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 13 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-006
Description: MW-25 Matrix: Aqueous
Date Sampled:08/08/2019 1110
Date Received:08/10/2019
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625.1 625.1 1 08/23/2019 1914 SCD 08/14/2019 1859 25681
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Dimethyl phthalate
131-11-3
625.1
ND
1.6
0.80
ug/L
2,4-Dimethylphenol
105-67-9
625.1
ND
1.6
0.80
ug/L
Di-n-butyl phthalate
84-74-2
625.1
1.5 J
1.6
0.81
ug/L
4,6-Dinitro-2-methylphenol
534-52-1
625.1
ND
8.0
0.80
ug/L
2,4-Dinitrophenol
51-28-5
625.1
ND
8.0
0.80
ug/L
Di-n-octylphthalate
117-84-0
625.1
ND
1.6
0.80
ug/L
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625.1
ND
1.6
0.80
ug/L
bis(2-Ethylhexyl)phthalate
117-81-7
625.1
ND
8.0
4.0
ug/L
Fluoranthene
206-44-0
625.1
ND
1.6
0.80
ug/L
Fluorene
86-73-7
625.1
ND
1.6
0.80
ug/L
Hexachlorobenzene
118-74-1
625.1
ND
1.6
0.80
ug/L
Hexachlorobutadiene
87-68-3
625.1
ND
1.6
0.80
ug/L
Hexachlorocyclopentadiene
77-47-4
625.1
ND
8.0
4.0
ug/L
Hexachloroethane
67-72-1
625.1
ND
1.6
0.80
ug/L
Indeno(1,2,3-c,d)pyrene
193-39-5
625.1
ND
1.6
0.80
ug/L
Isophorone
78-59-1
625.1
ND
1.6
0.80
ug/L
1-Methylnaphthalene
90-12-0
625.1
ND
1.6
0.40
ug/L
2-Methylnaphthalene
91-57-6
625.1
ND
1.6
0.40
ug/L
2-Methylphenol
95-48-7
625.1
ND
1.6
0.67
ug/L
3+4-Methylphenol
106-44-5
625.1
ND
1.6
1.5
ug/L
Naphthalene
91-20-3
625.1
ND
1.6
0.80
ug/L
Nitrobenzene
98-95-3
625.1
ND
1.6
0.80
ug/L
2-Nitrophenol
88-75-5
625.1
ND
3.2
0.80
ug/L
4-Nitrophenol
100-02-7
625.1
ND
8.0
4.0
ug/L
N-Nitrosodi-n-propylamine
621-64-7
625.1
ND
1.6
0.80
ug/L
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625.1
ND
1.6
0.80
ug/L
Pentachlorophenol
87-86-5
625.1
ND
8.0
4.0
ug/L
Phenanthrene
85-01-8
625.1
ND
1.6
0.80
ug/L
Phenol
108-95-2
625.1
ND
1.6
0.80
ug/L
Pyrene
129-00-0
625.1
ND
1.6
0.80
ug/L
1,2,4-Trichlorobenzene
120-82-1
625.1
ND
1.6
0.80
ug/L
2,4,6-Trichlorophenol
88-06-2
625.1
ND
1.6
0.80
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 14 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-006
Description: MW-25 Matrix: Aqueous
Date Sampled:08/08/2019 1110
Date Received:08/10/2019
Run 1 Acceptance
Surrogate
Q % Recovery Limits
2-Fluorobiphenyl
70 37-129
2-Fluorophenol
69 24-127
Nitrobenzene-d5
78 38-127
Phenol-d5
73 28-128
Terphenyl-d14
92 10-148
2,4,6-Tribromophenol
82 41-144
MADEP EPH (aromatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 08/23/2019 0844 CHG 08/15/2019 0929 26414
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C11 - C22 Aromatics
MADEP-EPH-04 ND
100
100 ug/L 1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
o - Terphenyl (aromatic)
71 40-140
2-Fluorobiphenyl (fractionation 1)
96 40-140
2-Bromonaphthalene (fractionation
2) 63 40-140
MADEP EPH (aliphatics)
Run Prep Method
Analytical Method Dilution Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1 08/23/2019 0447 CHG 08/15/2019 0929 26413
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)
58 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 08/16/2019 2024 STM
26200
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C5 - C8 Aliphatics
MADEP-VPH- ND
75
15 ug/L 1
C9 - C12 Aliphatics
MADEP-VPH- 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
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
H = Out of holding time W
= Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 15 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-006
Description: MW-25 Matrix: Aqueous
Date Sampled:08/08/2019 1110
Date Received:08/10/2019
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (FID) 89 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 08/16/2019 2024 STM 26201
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
C9 - C10 Aromatics MADEP-VPH- ND 25 5.0 ug/L 1
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (PID) 90 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 16 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-007
Description: MW-25D Matrix: Aqueous
Date Sampled:08/08/2019 1300
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 SM 620013-
SM 620OB-2011 1 08/13/2019 0417 ALR1
25465
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Benzene
71-43-2 SM 6200B-
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run 1 Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
100 70-130
1,2-Dichloroethane-d4
102 70-130
Toluene-d8
106 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 1 08/23/2019 1937 SCD
08/14/2019 1859 25681
CAS Analytical
Parameter
Number Method
Result Q
LOQ
DL
Units
Run
Acenaphthene
83-32-9 625.1
ND
1.6
0.80
ug/L
1
Acenaphthylene
208-96-8 625.1
ND
1.6
0.80
ug/L
1
Anthracene
120-12-7 625.1
ND
1.6
0.80
ug/L
1
Benzo(a)anthracene
56-55-3 625.1
ND
1.6
0.80
ug/L
1
Benzo(a)pyrene
50-32-8 625.1
ND
1.6
0.80
ug/L
1
Benzo(b)fluoranthene
205-99-2 625.1
ND
1.6
0.80
ug/L
1
Benzo(g,h,i)perylene
191-24-2 625.1
ND
1.6
0.80
ug/L
1
Benzo(k)fluoranthene
207-08-9 625.1
ND
1.6
0.80
ug/L
1
Benzyl alcohol
100-51-6 625.1
ND
3.2
2.0
ug/L
1
4-Bromophenyl phenyl ether
101-55-3 625.1
ND
1.6
0.80
ug/L
1
Butyl benzyl phthalate
85-68-7 625.1
ND
1.6
0.80
ug/L
1
bis (2-Chloro-1-methylethyl) ether
108-60-1 625.1
ND
1.6
0.80
ug/L
1
4-Chloro-3-methyl phenol
59-50-7 625.1
ND
1.6
0.80
ug/L
1
bis(2-Chloroethoxy)methane
111-91-1 625.1
ND
1.6
0.80
ug/L
1
bis(2-Chloroethyl)ether
111-44-4 625.1
ND
1.6
0.80
ug/L
1
2-Chloronaphthalene
91-58-7 625.1
ND
1.6
0.80
ug/L
1
2-Chlorophenol
95-57-8 625.1
ND
1.6
0.80
ug/L
1
4-Chlorophenyl phenyl ether
7005-72-3 625.1
ND
1.6
0.80
ug/L
1
Chrysene
218-01-9 625.1
ND
1.6
0.80
ug/L
1
Dibenzo(a,h)anthracene
53-70-3 625.1
ND
1.6
0.80
ug/L
1
Dibenzofuran
132-64-9 625.1
ND
1.6
1.0
ug/L
1
3,3'-Dichlorobenzidine
91-94-1 625.1
ND
8.0
0.80
ug/L
1
2,4-Dichlorophenol
120-83-2 625.1
ND
1.6
0.80
ug/L
1
Diethylphthalate
84-66-2 625.1
1.4 J
1.6
0.80
ug/L
1
LOQ = Limit of Quantitation B =
Detected in the method blank E = Quantitation of compound exceeded the calibration range DL =
Detection Limit
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
H = Out of holding time W =
Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 17 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-007
Description: MW-25D Matrix: Aqueous
Date Sampled:08/08/2019 1300
Date Received:08/10/2019
Semivolatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 625.1 625.1 1 08/23/2019 1937 SCD 08/14/2019 1859 25681
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Dimethyl phthalate
131-11-3
625.1
ND
1.6
0.80
ug/L
2,4-Dimethylphenol
105-67-9
625.1
ND
1.6
0.80
ug/L
Di-n-butyl phthalate
84-74-2
625.1
1.4 J
1.6
0.81
ug/L
4,6-Dinitro-2-methylphenol
534-52-1
625.1
ND
8.0
0.80
ug/L
2,4-Dinitrophenol
51-28-5
625.1
ND
8.0
0.80
ug/L
Di-n-octylphthalate
117-84-0
625.1
ND
1.6
0.80
ug/L
1,2-Diphenylhydrazine(as azobenzene)
103-33-3
625.1
ND
1.6
0.80
ug/L
bis(2-Ethylhexyl)phthalate
117-81-7
625.1
ND
8.0
4.0
ug/L
Fluoranthene
206-44-0
625.1
ND
1.6
0.80
ug/L
Fluorene
86-73-7
625.1
ND
1.6
0.80
ug/L
Hexachlorobenzene
118-74-1
625.1
ND
1.6
0.80
ug/L
Hexachlorobutadiene
87-68-3
625.1
ND
1.6
0.80
ug/L
Hexachlorocyclopentadiene
77-47-4
625.1
ND
8.0
4.0
ug/L
Hexachloroethane
67-72-1
625.1
ND
1.6
0.80
ug/L
Indeno(1,2,3-c,d)pyrene
193-39-5
625.1
ND
1.6
0.80
ug/L
Isophorone
78-59-1
625.1
ND
1.6
0.80
ug/L
1-Methylnaphthalene
90-12-0
625.1
ND
1.6
0.40
ug/L
2-Methylnaphthalene
91-57-6
625.1
ND
1.6
0.40
ug/L
2-Methylphenol
95-48-7
625.1
ND
1.6
0.67
ug/L
3+4-Methylphenol
106-44-5
625.1
ND
1.6
1.5
ug/L
Naphthalene
91-20-3
625.1
ND
1.6
0.80
ug/L
Nitrobenzene
98-95-3
625.1
ND
1.6
0.80
ug/L
2-Nitrophenol
88-75-5
625.1
ND
3.2
0.80
ug/L
4-Nitrophenol
100-02-7
625.1
ND
8.0
4.0
ug/L
N-Nitrosodi-n-propylamine
621-64-7
625.1
ND
1.6
0.80
ug/L
N-Nitrosodiphenylamine (Diphenylamine)
86-30-6
625.1
ND
1.6
0.80
ug/L
Pentachlorophenol
87-86-5
625.1
ND
8.0
4.0
ug/L
Phenanthrene
85-01-8
625.1
ND
1.6
0.80
ug/L
Phenol
108-95-2
625.1
11
1.6
0.80
ug/L
Pyrene
129-00-0
625.1
ND
1.6
0.80
ug/L
1,2,4-Trichlorobenzene
120-82-1
625.1
ND
1.6
0.80
ug/L
2,4,6-Trichlorophenol
88-06-2
625.1
ND
1.6
0.80
ug/L
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
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Page 18 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-007
Description: MW-25D Matrix: Aqueous
Date Sampled:08/08/2019 1300
Date Received:08/10/2019
Run 1
Acceptance
Surrogate
Q % Recovery
Limits
2-Fluorobiphenyl
63
37-129
2-Fluorophenol
64
24-127
Nitrobenzene-d5
70
38-127
Phenol-d5
81
28-128
Terphenyl-d14
87
10-148
2,4,6-Tribromophenol
71
41-144
MADEP EPH
(aliphatics) - Unfractionated
Run Prep Method
Analytical Method Dilution
Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1
08/16/2019 0151 CHG 08/15/2019 0929
25828
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C19 - C36 Aliphatics - Unfractionated
MADEP-EPH-04 ND
100
100 ug/L 1
C9 - C18 Aliphatics - Unfractionated
MADEP-EPH-04 ND
100
100 ug/L 1
Run 1
Acceptance
Surrogate
Q % Recovery
Limits
1-Chloro-octadecane (aliphatic) - Unfractionated 95
40-140
MADEP EPH
(aromatics) - Unfractionated
Run Prep Method
Analytical Method Dilution
Analysis Date Analyst Prep Date
Batch
1 MADEP-EPH-
MADEP-EPH-04 1
08/16/2019 0151 CHG 08/15/2019 0929
25829
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C11 - C22 Aromatics - Unfractionated
MADEP-EPH-04 ND
100
100 ug/L 1
Run 1
Acceptance
Surrogate
Q % Recovery
Limits
o - Terphenyl (aromatic) - Unfractionated
85
40-140
2-Fluorobiphenyl (fractionation 1)
105
40-140
2-Bromonaphthalene (fractionation
2) 108
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
08/16/2019 2053 STM
26200
CAS Analytical
Parameter
Number Method Result Q
LOQ
DL Units Run
C5 - C8 Aliphatics
MADEP-VPH- ND
75
15 ug/L 1
C9 - C12 Aliphatics
MADEP-VPH- 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
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
H = Out of holding time W
= Reported on wet weight basis
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Page 19 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-007
Description: MW-25D Matrix: Aqueous
Date Sampled:08/08/2019 1300
Date Received:08/10/2019
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (FID) 90 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 08/16/2019 2053 STM 26201
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
C9 - C10 Aromatics MADEP-VPH- ND 25 5.0 ug/L 1
Run 1 Acceptance
Surrogate Q % Recovery Limits
2,5-Dibromotoluene (PID) 90 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
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Page 20 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-008
Description: DUP-1 Matrix: Aqueous
Date Sampled:08/08/2019
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 620013- SM 620OB-2011 1 08/13/2019 0441 ALR1 25465
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 6200B-
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 6200B-
5.4
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
101 70-130
1,2-Dichloroethane-d4
103 70-130
Toluene-d8
109 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
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Page 21 of 44

Client:Apex Companies, LLC Laboratory ID:UH10002-009
Description: EB-1 Matrix: Aqueous
Date Sampled:08/08/2019 1340
Date Received:08/10/2019
Volatile Organic Compounds by GC/MS
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 SM 620013- SM 620OB-2011 1 08/13/2019 0505 ALR1 25465
CAS Analytical
Parameter Number Method Result Q LOQ DL Units Run
Benzene
71-43-2 SM 6200B-
ND
0.50
0.40
ug/L
1
Ethylbenzene
100-41-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Methyl tertiary butyl ether (MTBE)
1634-04-4 SM 6200B-
ND
0.50
0.40
ug/L
1
Toluene
108-88-3 SM 6200B-
ND
0.50
0.40
ug/L
1
Xylenes (total)
1330-20-7 SM 6200B-
ND
0.50
0.40
ug/L
1
Run Acceptance
Surrogate
Q % Recovery Limits
Bromofluorobenzene
103 70-130
1,2-Dichloroethane-d4
103 70-130
Toluene-d8
109 70-130
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range DL = Detection Limit
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
H = Out of holding time W = Reported on wet weight basis
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Page 22 of 44

APPENDIX C
CONCENTRATION TIME TREND SERIES GRAPH - MW-13
�1
APEX

180
160
140
120
40
20
C
MW-13
I� W w m m O O r-I r-I N N M M -:T ZT V1 Ln 1.0 1.0 Il n W w m m O O r-I r-I N M M -:T -:T Ln Ln In 1.0 1.0 rl N w w m m
Ol Ol Ql 01 Ol O O O O O O O O O O O O O O O O O O O O c-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I
\ O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
M i--I c-I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
O L(1 I-, Ql I-, lD M to I-, W W W Ql I, M I, N lD O L(1 L(1 00 rl O N Ln 00 M Ql Q1 Ln M 00 -1 -1 � -1 �--I -1 -1 00
N N r-I r-I r-I r-I N �--I N N �--I r-I r-I r-I N i--I N �--I N �--I N N i--I N \ i--I r-I \ i--I \ N i--I N N r-I \ �--I �--I \ i--I \ i--I i--I \
\ \ 00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N \ \ Ol \ N \ \ \ \ \ (-I \ \ N \ N \ \ 00
O N N 00 N 00 N 00 N 00 N 00 N 00 N 00 N 00 N 00 N 00 N 00 00 N N 00 N 00 N 00 r-I N 00 00 00 N
c-I
Benzene — — — NCAC 2L Benzene Standard

QC Summary
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Page 23 of 44

Volatile Organic Compounds by GC/MS - MB
Sample ID: UQ25465-001 Matrix: Aqueous
Batch: 25465 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
08/12/2019 2159
Ethylbenzene
ND
1
0.50
0.40
ug/L
08/12/2019 2159
Methyl tertiary butyl ether (MTBE)
ND
1
0.50
0.40
ug/L
08/12/2019 2159
Toluene
ND
1
0.50
0.40
ug/L
08/12/2019 2159
Xylenes (total)
ND
1
0.50
0.40
ug/L
08/12/2019 2159
Acceptance
Surrogate
Q % Rec
Limit
Bromofluorobenzene 103 70-130
1,2-Dichloroethane-d4 102 70-130
Toluene-d8 109 70-130
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 24 of 44

Volatile Organic Compounds by GC/MS - LCS
Sample ID: UQ25465-002
Matrix: Aqueous
Batch: 25465
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
50
1 99
70-130
08/12/2019 2025
Ethylbenzene
50
51
1 102
70-130
08/12/2019 2025
Methyl tertiary butyl ether (MTBE)
50
50
1 99
70-130
08/12/2019 2025
Toluene
50
50
1 99
70-130
08/12/2019 2025
Xylenes (total)
100
100
1 101
70-130
08/12/2019 2025
Surrogate
Q % Rec
Acceptance
Limit
Bromofluorobenzene 91 70-130
1,2-Dichloroethane-d4 92 70-130
Toluene-d8 95 70-130
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 25 of 44

Semivolatile Organic Compounds by GC/MS - MB
Sample ID: UQ25681-001 Matrix: Aqueous
Batch: 25681 Prep Method: 625.1
Analytical Method: 625.1 Prep Date: 08/14/2019 1859
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Acenaphthene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Acenaphthylene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Anthracene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Benzo(a)anthracene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Benzo(a)pyrene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Benzo(b)fluoranthene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Benzo(g,h,i)perylene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Benzo(k)fluoranthene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Benzyl alcohol
ND
1
3.2
2.0
ug/L
08/17/2019 1829
4-Bromophenyl phenyl ether
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Butyl benzyl phthalate
ND
1
1.6
0.80
ug/L
08/17/2019 1829
bis (2-Chloro-1-methylethyl) ether
ND
1
1.6
0.80
ug/L
08/17/2019 1829
4-Chloro-3-methyl phenol
ND
1
1.6
0.80
ug/L
08/17/2019 1829
bis(2-Chloroethoxy)methane
ND
1
1.6
0.80
ug/L
08/17/2019 1829
bis(2-Chloroethyl)ether
ND
1
1.6
0.80
ug/L
08/17/2019 1829
2-Chloronaphthalene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
2-Chlorophenol
ND
1
1.6
0.80
ug/L
08/17/2019 1829
4-Chlorophenyl phenyl ether
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Chrysene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Dibenzo(a,h)anth race ne
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Dibenzofuran
ND
1
1.6
1.0
ug/L
08/17/2019 1829
3,3'-Dichlorobenzidine
ND
1
8.0
0.80
ug/L
08/17/2019 1829
2,4-Dichlorophenol
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Diethylphthalate
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Dimethyl phthalate
ND
1
1.6
0.80
ug/L
08/17/2019 1829
2,4-Dimethylphenol
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Di-n-butyl phthalate
ND
1
1.6
0.81
ug/L
08/17/2019 1829
4,6-Dinitro-2-methyl phenol
ND
1
8.0
0.80
ug/L
08/17/2019 1829
2,4-Dinitrophenol
ND
1
8.0
0.80
ug/L
08/17/2019 1829
Di-n-octylphthalate
ND
1
1.6
0.80
ug/L
08/17/2019 1829
1,2-Diphenylhydrazine(as azobenzene)
ND
1
1.6
0.80
ug/L
08/17/2019 1829
bis(2-Ethylhexyl)phthalate
ND
1
8.0
4.0
ug/L
08/17/2019 1829
Fluoranthene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Fluorene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Hexachlorobenzene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Hexachlorobutadiene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Hexachlorocyclopentadiene
ND
1
8.0
4.0
ug/L
08/17/2019 1829
Hexachloroethane
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Indeno(1,2,3-c,d)pyrene
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Isophorone
ND
1
1.6
0.80
ug/L
08/17/2019 1829
1-Methyl naphthalene
ND
1
1.6
0.40
ug/L
08/17/2019 1829
2-Methyl naphthalene
ND
1
1.6
0.40
ug/L
08/17/2019 1829
2-Methylphenol
ND
1
1.6
0.67
ug/L
08/17/2019 1829
3+4-Methylphenol
ND
1
1.6
1.5
ug/L
08/17/2019 1829
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 26 of 44

Semivolatile Organic Compounds by GC/MS - MB
Sample ID: UQ25681-001 Matrix: Aqueous
Batch: 25681 Prep Method: 625.1
Analytical Method: 625.1 Prep Date: 08/14/2019 1859
Parameter
Result Q
Dil
LOQ
DL
Units
Analysis Date
Naphthalene
ND
1
1.6
0.80
ug/L
08/17/20191829
Nitrobenzene
ND
1
1.6
0.80
ug/L
08/17/20191829
2-Nitrophenol
ND
1
3.2
0.80
ug/L
08/17/20191829
4-Nitrophenol
ND
1
8.0
4.0
ug/L
08/17/20191829
N-Nitrosodi-n-propylamine
ND
1
1.6
0.80
ug/L
08/17/20191829
N-Nitrosodiphenylamine (Diphenylamine)
ND
1
1.6
0.80
ug/L
08/17/2019 1829
Pentachlorophenol
ND
1
8.0
4.0
ug/L
08/17/20191829
Phenanthrene
ND
1
1.6
0.80
ug/L
08/17/20191829
Phenol
ND
1
1.6
0.80
ug/L
08/17/20191829
Pyrene
ND
1
1.6
0.80
ug/L
08/17/20191829
1,2,4-Trichlorobenzene
ND
1
1.6
0.80
ug/L
08/17/20191829
2,4,6-Trichlorophenol
ND
1
1.6
0.80
ug/L
08/17/20191829
Surrogate Q /o Rec Acceptance
0
Limit
2-Fluorobiphenyl
57
37-129
2-Fluorophenol
38
24-127
Nitrobenzene-d5
59
38-127
Phenol-d5
34
28-128
Terphenyl-d 14
95
10-148
2,4,6-Tribromophenol
69
41-144
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 27 of 44

Semivolatile Organic Compounds by GC/MS - LCS
Sample ID: UQ25681-002
Matrix: Aqueous
Batch: 25681
Prep Method:
625.1
Analytical Method: 625.1
Prep Date: 08/14/2019 1859
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Acenaphthene
20
14
1
69
47-145
08/23/2019 1805
Acenaphthylene
20
15
1
73
33-145
08/23/2019 1805
Anthracene
20
15
1
76
27-133
08/23/2019 1805
Benzo(a)anthracene
20
15
1
77
33-143
08/23/2019 1805
Benzo(a)pyrene
20
15
1
77
17-163
08/23/2019 1805
Benzo(b)fluoranthene
20
16
1
81
24-159
08/23/2019 1805
Benzo(g,h,i)perylene
20
16
1
78
1-219
08/23/2019 1805
Benzo(k)fluoranthene
20
17
1
84
11-162
08/23/2019 1805
Benzyl alcohol
20
17
1
83
30-130
08/23/2019 1805
4-Bromophenyl phenyl ether
20
14
1
71
53-127
08/23/2019 1805
Butyl benzyl phthalate
20
17
1
85
1-152
08/23/2019 1805
bis (2-Chloro-1-methylethyl) ether
20
17
1
85
36-166
08/23/2019 1805
4-Chloro-3-methyl phenol
20
13
1
67
22-147
08/23/2019 1805
bis(2-Chloroethoxy)methane
20
14
1
69
33-184
08/23/2019 1805
bis(2-Chloroethyl)ether
20
17
1
86
12-158
08/23/2019 1805
2-Chloronaphthalene
20
14
1
69
60-120
08/23/2019 1805
2-Chlorophenol
20
13
1
64
23-134
08/23/2019 1805
4-Chlorophenyl phenyl ether
20
14
1
72
25-158
08/23/2019 1805
Chrysene
20
16
1
80
17-168
08/23/2019 1805
Dibenzo(a,h)anth race ne
20
16
1
80
1-227
08/23/2019 1805
Dibenzofuran
20
15
1
74
48-118
08/23/2019 1805
3,3'-Dichlorobenzidine
20
12
1
60
1-262
08/23/2019 1805
2,4-Dichlorophenol
20
12
1
62
39-135
08/23/2019 1805
Diethylphthalate
20
18
1
88
1-120
08/23/2019 1805
Dimethyl phthalate
20
16
1
79
1-120
08/23/2019 1805
2,4-Dimethylphenol
20
15
1
73
32-120
08/23/2019 1805
Di-n-butyl phthalate
20
18
1
91
1-120
08/23/2019 1805
4,6-Dinitro-2-methyl phenol
20
15
1
77
1-181
08/23/2019 1805
2,4-Dinitrophenol
40
29
1
72
1-191
08/23/2019 1805
Di-n-octylphthalate
20
17
1
85
4-146
08/23/2019 1805
1,2-Diphenylhydrazine(as azobenzene)
20
15
1
77
1-150
08/23/2019 1805
bis(2-Ethylhexyl)phthalate
20
18
1
91
8-158
08/23/2019 1805
Fluoranthene
20
16
1
80
26-137
08/23/2019 1805
Fluorene
20
14
1
72
59-121
08/23/2019 1805
Hexachlorobenzene
20
14
1
70
1-152
08/23/2019 1805
Hexachlorobutadiene
20
11
1
54
24-120
08/23/2019 1805
Hexachlorocyclopentadiene
100
55
1
55
1-150
08/23/2019 1805
Hexachloroethane
20
12
1
62
40-120
08/23/2019 1805
Indeno(1,2,3-c,d)pyrene
20
15
1
77
1-171
08/23/2019 1805
Isophorone
20
15
1
73
21-196
08/23/2019 1805
1-Methyl naphthalene
20
12
1
62
42-126
08/23/2019 1805
2-Methyl naphthalene
20
13
1
63
40-132
08/23/2019 1805
2-Methylphenol
20
17
1
83
30-130
08/23/2019 1805
3+4-Methylphenol
20
16
1
82
30-130
08/23/2019 1805
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 28 of 44

Semivolatile Organic Compounds by GC/MS - LCS
Sample ID: UQ25681-002
Matrix: Aqueous
Batch: 25681
Prep Method: 625.1
Analytical Method: 625.1
Prep Date: 08/14/2019 1859
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L) Q
Dil % Rec
Limit
Analysis Date
Naphthalene
20
13
1 64
21-133
08/23/20191805
Nitrobenzene
20
14
1 69
35-180
08/23/20191805
2-Nitrophenol
20
13
1 65
29-182
08/23/20191805
4-Nitrophenol
40
32
1 79
1-132
08/23/20191805
N-Nitrosodi-n-propylamine
20
19
1 93
1-230
08/23/20191805
N-Nitrosodiphenylamine (Diphenylamine)
20
14
1 72
1-150
08/23/2019 1805
Pentachlorophenol
40
28
1 71
14-176
08/23/20191805
Phenanthrene
20
16
1 78
54-120
08/23/20191805
Phenol
20
14
1 70
5-120
08/23/20191805
Pyrene
20
16
1 82
52-120
08/23/20191805
1,2,4-Trichlorobenzene
20
12
1 58
44-142
08/23/20191805
2,4,6-Trichlorophenol
20
14
1 71
37-144
08/23/20191805
Acceptance
Surrogate
0
Q /o Rec
Limit
2-Fluorobiphenyl
68
37-129
2-Fluorophenol
42
24-127
Nitrobenzene-d5
70
38-127
Phenol-d5
65
28-128
Terphenyl-d 14
90
10-148
2,4,6-Tribromophenol
85
41-144
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 29 of 44

MADEP EPH (aliphatics) - Unfractionated - MB
Sample ID: UQ25828-001 Matrix: Aqueous
Batch: 25828 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 08/15/2019 929
Parameter Result Q Dil LOQ DL Units Analysis Date
C19 - C36 Aliphatics - Unfractionated ND 1 100 100 ug/L 08/15/2019 1646
C9 - C18 Aliphatics - Unfractionated ND 1 100 100 ug/L 08/15/2019 1646
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) - Unfractionated 95 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 30 of 44

MADEP EPH (aliphatics) - Unfractionated - LCS
Sample ID: UQ25828-002
Matrix: Aqueous
Batch: 25828
Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04
Prep Date: 08/15/2019 929
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit Analysis Date
C19 - C36 Aliphatics - Unfractionated
900
950
1 106
40-140 08/15/2019 1716
C9 - C18 Aliphatics - Unfractionated
650
550
1 85
40-140 08/15/2019 1716
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) - Unfractionated 97 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 31 of 44

MADEP EPH (aromatics) - Unfractionated - MB
Sample ID: UQ25829-001 Matrix: Aqueous
Batch: 25829 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 08/15/2019 929
Parameter Result Q Dil LOQ DL Units Analysis Date
C11 - C22 Aromatics - Unfractionated ND 1 100 100 ug/L 08/15/2019 1646
Acceptance
Surrogate Q % Rec Limit
o - Terphenyl (aromatic) - Unfractionated
85
40-140
2-Fluorobiphenyl (fractionation 1)
99
40-140
2-Bromonaphthalene (fractionation 2)
101
40-140
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 32 of 44

MADEP EPH (aromatics) - Unfractionated - LCS
Sample ID: UQ25829-002
Matrix: Aqueous
Batch: 25829
Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04
Prep Date: 08/15/2019 929
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L) Q
Dil % Rec Limit Analysis Date
C11 - C22 Aromatics - Unfractionated
1400
1100
1 77 40-140 08/15/2019 1716
Surrogate
Q % Rec
Acceptance
Limit
o - Terphenyl (aromatic) - Unfractionated
85
40-140
2-Fluorobiphenyl (fractionation 1)
101
40-140
2-Bromonaphthalene (fractionation 2)
102
40-140
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 33 of 44

MADEP EPH (aliphatics) - MB
Sample ID: UQ26413-001 Matrix: Aqueous
Batch: 26413 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 08/15/2019 929
Parameter Result Q Dil LOQ DL Units Analysis Date
C9 - C18 Aliphatics ND 1 100 100 ug/L 08/23/2019 0148
C19 - C36 Aliphatics ND 1 100 100 ug/L 08/23/2019 0148
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) 76 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 34 of 44

MADEP EPH (aliphatics) - LCS
Sample ID: UQ26413-002
Matrix: Aqueous
Batch: 26413
Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04
Prep Date: 08/15/2019 929
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit Analysis Date
C9 - C18 Aliphatics
300
220
1 72
40-140 08/23/2019 0218
C19 - C36 Aliphatics
400
370
1 94
40-140 08/23/2019 0218
Surrogate
Acceptance
Q % Rec Limit
1-Chloro-octadecane (aliphatic) 77 40-140
LOQ = Limit of Quantitation
DL = Detection Limit
LOD = Limit of Detection
P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
J = Estimated result < LOQ and > DL + = RPD is out of criteria
ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 35 of 44

MADEP EPH (aromatics) - MB
Sample ID: UQ26414-001 Matrix: Aqueous
Batch: 26414 Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04 Prep Date: 08/15/2019 929
Parameter Result Q Dil LOQ DL Units Analysis Date
C11 - C22 Aromatics ND 1 100 100 ug/L 08/23/2019 0546
Acceptance
Surrogate Q % Rec Limit
o - Terphenyl (aromatic) 78 40-140
2-Fluorobiphenyl (fractionation 1) 97 40-140
2-Bromonaphthalene (fractionation 2) 85 40-140
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 36 of 44

MADEP EPH (aromatics) - LCS
Sample ID: UQ26414-002
Matrix: Aqueous
Batch: 26414
Prep Method: MADEP-EPH-04
Analytical Method: MADEP-EPH-04
Prep Date: 08/15/2019 929
Spike
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L) Q
Dil % Rec Limit Analysis Date
C11 - C22 Aromatics
850
740
1 87 40-140 08/23/2019 0616
Surrogate
Q % Rec
Acceptance
Limit
o - Terphenyl (aromatic) 90 40-140
2-Fluorobiphenyl (fractionation 1) 112 40-140
2-Bromonaphthalene (fractionation 2) 97 40-140
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 37 of 44

MADEP VPH (aliphatics) - MB
Sample ID: UQ26200-001 Matrix: Aqueous
Batch: 26200 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 08/16/2019 1859
C9 - C12 Aliphatics ND 1 75 15 ug/L 08/16/2019 1859
Acceptance
Surrogate Q % Rec Limit
2,5-Dibromotoluene (FID) 101 70-130
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 38 of 44

MADEP VPH (aliphatics) - LCS
Sample ID: UQ26200-002
Matrix: Aqueous
Batch: 26200
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
150
1 100
70-130 08/16/2019 1831
C9 - C12 Aliphatics 180
170
1 98
70-130 08/16/2019 1831
Surrogate Q % Rec
Acceptance
Limit
2,5-Dibromotoluene (FID) 106 70-130
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 39 of 44

MADEP VPH (aromatics) - MB
Sample ID: UQ26201-001 Matrix: Aqueous
Batch: 26201 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 08/16/2019 1859
Acceptance
Surrogate Q % Rec Limit
2,5-Dibromotoluene (PID) 100 70-130
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 40 of 44

MADEP VPH (aromatics) - LCS
Sample ID: UQ26201-002 Matrix: Aqueous
Batch: 26201 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 26 1 106 70-130 08/16/2019 1831
Acceptance
Surrogate Q % Rec Limit
2,5-Dibromotoluene (PID) 108 70-130
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40 % N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL + = RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the DL
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 41 of 44

Chain of Custody
and
Miscellaneous Documents
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 42 of 44

SHEALY ENVIRONMENTAL SERVICES, INC.
CD
CD
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Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 43 of 44

SHEALY ENVIRONMENTAL SERVICES, INC.
$h-ily Pirv:rnnmenlnl 3en•iees, roc. r1v 1 OL I
Nc!ilmcm Plumber. h1R116] 8C-1 4 Mcti+c DOLc: BL 2018
Sample Receipt Cimcklist (SRC)
C'Umit- Armx Cornvanies Conler fnsrSr--ted hv,date: 3Uf' ? 08,W!2019 Lot N: 1,111](1002.
6]r* of re4eipt: {) SES1 ❑ 111nt M Ups �FcciEx (}rLcr:
Yc5
® \J,
I 11. Were cutody Seals present on thr. cavicr7
V us
I L NJ
0 N A 2, If Custo seals were reaenc, %were they intact arA unbroken'
pl i Strip ID: NA _ Chlorins strip ID: 14A TesoA by- NA
C]ri fina%Solid Snap -Cup ID: NA
2.6 f2-() °C NA eNA 9—_ NA 'INA°C NA 1NA aC
'Aethad. ®TmnperaturoBLamk ©Againsr Bottles IRCuri ]D; 5 1RGun Correction Factor: JC
Method of coolant: 91 War lee ❑ Ica Yanks ❑ I }n= kq 0 Nunr~
{] Ycs
❑ No
®NA
3, 1 LtmpunAwru of iv)y roc-ler exQeedW 6,0°C, way, Project Wnager iNotifLeO R �r
PM wLis Nul.il ica by: plronc 1 crrklil / facr-,-10-face (circle one)-
❑ Yu4
[I Ne
Z NA
4, Is the c,omnlemiaJ oourior's pact hg slip 2020ed to tNs Foam?
IZI 'p5
❑ No
5, Wom propor aunt y prod❑MS (mlirlipiishaJhnLeivgri) fplluwc T,?
0 Yes
13No
6, ih'wQ aamplrz JDs hskAl on lhv COC?
® Vrr'
❑ No
P. Were sample Ibs listerd on all sample ccb-rtaingrs"
❑ Yes
ONO
9. Was colluction data & timo lj5wd #n ihi; C,Cx`? UH L0402-09
]'es
ONO
9, WFAS colleeliun &Le & link iiNLW -rn all :i urlpie caururlincn i? CJI r hWO2-08 • I}p�,
21 Yes
ID 10
16, Did all rontaincr 1*0 informaa on (ID, &", Fimp) ggr4c with the C:OCL?
® Yes
❑ No
J I, Wrm rests to'hc perfi)rmed IlsLcd ❑n the'C.00?
Yes
❑ Ni?11.
Did alI rarnples arrive in the prger ormtalrlers f'rr each iem -mcUar in goad cnelditlon
(unhmken, 11dson, etc,)?
Ycs
❑ No
1 J- Was adequate saraple voltlnle avaiiatrle?
Yes
❑ No
14- Were all samples rec2Kr d with tn'A t11e holding time or 48 huffs, whichever cares first?
'es
Na
15. Wero arkySampJe5caLltaiaersmi54ingfex-ces5 (6rcie one) samples Not Iisted Or` COC-9-
® Yes16-
N`
❑ N `
1'trr VITA and RSK-175 sxrrrples, were huhhles pirwnL �`pce-sires" ('la" lx fimm in cIiazne€nr)
in ally of tha VDA vials?
0 Yus
1+1t}
V NA
17- Were a 11 DR04 etahshu rient 5altl les rel-,Eived a[ a p14 of < 22
❑ Yes
No
O NA
JIlr WVN rtll �;ani salre ks rV"ivr-J Air H'> 12 and sulfide yamP10 rvcriVW ata pH
El Yes
❑ No
®NA
a 19- Were I applicable NJ I,,ri'KI cyan" e p noU632S (c O.Ssam rnVL) ples free of residua]
ch 1{xune?
❑ ve£
❑ Na
'Q- Were client remarkssmquectsti.e- requestad dillstirmp.: MS+MSD de5i�lsrlione., Ctc,,,)
correctly trarl.tcrined fmm the COC inte the Dominant Section In 1,IMS?
Yes
No
21. WOS the LLotcnunlher ]isirtd on the mit3ia2L Jabal'? If yes uoueV NA
Scimplr
PMin-vawtion kNt-L:51 bocrmPletr:d for an} prg6e-r ed or with he3dspace)
Sampl,v(s) NA �4ere recei4k-1 incorrectly preserved and were adjuslad ucordingly
in satuplc reccivtng with 1-A mL vfcirrlc one. H2SO4, HNO3, rlcl, NaGH using SR # 14A
TIrne ai~presCrva6Gn NA if Lnore than one presertrativc i& noeded, please now in die consanenos helow-
rrple(s) UH10002-- 045,OM were r* iyvJ wilh bubblo = 6 miln in diaLmctCr.
84Funpic,(s) NA tvr_-rc Frccivcd with'CAC > O.S 1ngl (lf*19 isma) aild were
aadj LlstCd aorarding ly h1 sanap to rccoivin,, with sodium thiosulfat-c (N ,5103) with Shealy ID: NA
c ha de'.aLe:S ,.ppli:d rgr [)al,: G$f1fi120I4
C-1Qn-IrrY_4:
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 44 of 44

LP R I S M Full -Service Analytical &
Environmental Solutions
LABORATORIES, INC.
Colonial Pipeline Company
John Culbreath
PO Box 87
Charlotte, NC 28130
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Project: Kannapolis
Project No.: August DW 2019
Lab Submittal Date: 08/22/2019
Prism Work Order: 9080340
Case Narrative
8/27/19 15:01
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
Terri W. Cole
Project Manager
Data Qualifiers Key Reference:
Reviewed By Jackie Ziner For Terri W. Cole
Project Manager
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 11

�P R I S M Full -Service Analytical s
Environmental Solutions
LABORATORIES, INC.
Sample Receipt Summary
08/27/2019
Prism Work Order: 9080340
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled
Date/Time Received
DW-Watts-New-Influent 08/22/19 Lab
9080340-01
Water
08/22/19 11:05
08/22/19
15:05
DW-Cook-Influent 08/22/19 Lab
9080340-02
Water
08/22/19 12:50
08/22/19
15:05
DW-Coren-Influent 08/22/19 Lab
9080340-03
Water
08/22/19 12:45
08/22/19
15:05
DW-Goodnight-New-influent_08/22/19_Lab
9080340-04
Water
08/22/19 10:55
08/22/19
15:05
DW-Maurer-Influent 08/22/19 Lab
9080340-05
Water
08/22/19 11:20
08/22/19
15:05
DW-Kann-Station 08/22/19 Lab
9080340-06
Water
08/22/19 10:15
08/22/19
15:05
Samples were received in good condition at 3.3 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 2 of 11

/P R I IS M Full -Service Analytical Environmental Solutions
LABORATORIES, INC.
Laboratory Report
08/27/2019
Colonial Pipeline Company
Attn: John Culbreath
PO Box 87
Charlotte, NC 28130
Project: Kannapolis
Project No.: August DW 2019
Sample Matrix: Water
Client Sample ID: DW-Watts-New-Influent_08/22/19
Prism Sample ID: 9080340-01
Prism Work Order: 9080340
Time Collected: 08/22/19 11:05
Time Submitted: 08/22/19 15:05
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GC/MS
Benzene
BRL
ug/L
0.50
0.048
1
*8260D
8/26/19 17:25
KDM
P91-10428
Ethylbenzene
BRL
ug/L
0.50
0.061
1
*8260D
8/26/19 17:25
KDM
P91-10428
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
*8260D
8/26/19 17:25
KDM
P91-10428
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.042
1
*8260D
8/26/19 17:25
KDM
P91-10428
Naphthalene
BRL
ug/L
1.0
0.19
1
*8260D
8/26/19 17:25
KDM
P91-10428
o-Xylene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 17:25
KDM
P91-10428
Toluene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 17:25
KDM
P91-10428
Xylenes, total
BRL
ug/L
3.0
0.15
1
*8260D
8/26/19 17:25
KDM
P91-10428
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 100 % 80-124
Dibromofluoromethane 97 % 75-129
Toluene-d8 96 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 3 of 11

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
08/27/2019
Colonial Pipeline Company
Attn: John Culbreath
PO Box 87
Charlotte, NC 28130
Project: Kannapolis
Project No.: August DW 2019
Sample Matrix: Water
Client Sample ID: DW-cook-Influent_08/22/19_Lab
Prism Sample ID: 9080340-02
Prism Work Order: 9080340
Time Collected: 08/22/19 12:50
Time Submitted: 08/22/19 15:05
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
Benzene
BRL
ug/L
0.50
0.048
1
*8260D
8/26/19 17:51
KDM
P91-10428
Ethylbenzene
BRL
ug/L
0.50
0.061
1
*8260D
8/26/19 17:51
KDM
P91-10428
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
*8260D
8/26/19 17:51
KDM
P91-10428
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.042
1
*8260D
8/26/19 17:51
KDM
P91-10428
Naphthalene
BRL
ug/L
1.0
0.19
1
*8260D
8/26/19 17:51
KDM
P91-10428
o-Xylene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 17:51
KDM
P91-10428
Toluene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 17:51
KDM
P91-10428
Xylenes, total
BRL
ug/L
3.0
0.15
1
*8260D
8/26/19 17:51
KDM
P91-10428
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 100 % 80-124
Dibromofluoromethane 96 % 75-129
Toluene-d8 96 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 4 of 11

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
08/27/2019
Colonial Pipeline Company
Attn: John Culbreath
PO Box 87
Charlotte, NC 28130
Project: Kannapolis
Project No.: August DW 2019
Sample Matrix: Water
Client Sample ID: DW-Coren-Influent_08/22/19_Lab
Prism Sample ID: 9080340-03
Prism Work Order: 9080340
Time Collected: 08/22/19 12:45
Time Submitted: 08/22/19 15:05
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
Benzene
BRL
ug/L
0.50
0.048
1
*8260D
8/26/19 18:17
KDM
P91-10428
Ethylbenzene
BRL
ug/L
0.50
0.061
1
*8260D
8/26/19 18:17
KDM
P91-10428
m,p-Xylenes
1.4
ug/L
1.0
0.12
1
*8260D
8/26/19 18:17
KDM
P9H0428
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.042
1
*8260D
8/26/19 18:17
KDM
P91-10428
Naphthalene
BRL
ug/L
1.0
0.19
1
*8260D
8/26/19 18:17
KDM
P91-10428
o-Xylene
0.61
ug/L
0.50
0.044
1
*8260D
8/26/19 18:17
KDM
P9H0428
Toluene
1.6
ug/L
0.50
0.044
1
*8260D
8/26/19 18:17
KDM
P9H0428
Xylenes, total
BRL
ug/L
3.0
0.15
1
*8260D
8/26/19 18:17
KDM
P91-10428
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 100 % 80-124
Dibromofluoromethane 97 % 75-129
Toluene-d8 96 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 5 of 11

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
08/27/2019
Colonial Pipeline Company
Attn: John Culbreath
PO Box 87
Charlotte, NC 28130
Project: Kannapolis
Project No.: August DW 2019
Sample Matrix: Water
Client Sample ID: DW-Goodnight-New-Influent_08/2
Prism Sample ID: 9080340-04
Prism Work Order: 9080340
Time Collected: 08/22/19 10:55
Time Submitted: 08/22/19 15:05
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
Benzene
BRL
ug/L
0.50
0.048
1
*8260D
8/26/19 18:43
KDM
P91-10428
Ethylbenzene
BRL
ug/L
0.50
0.061
1
*8260D
8/26/19 18:43
KDM
P91-10428
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
*8260D
8/26/19 18:43
KDM
P91-10428
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.042
1
*8260D
8/26/19 18:43
KDM
P91-10428
Naphthalene
BRL
ug/L
1.0
0.19
1
*8260D
8/26/19 18:43
KDM
P91-10428
o-Xylene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 18:43
KDM
P91-10428
Toluene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 18:43
KDM
P91-10428
Xylenes, total
BRL
ug/L
3.0
0.15
1
*8260D
8/26/19 18:43
KDM
P91-10428
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 101 % 80-124
Dibromofluoromethane 98 % 75-129
Toluene-d8 96 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 6 of 11

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
08/27/2019
Colonial Pipeline Company
Attn: John Culbreath
PO Box 87
Charlotte, NC 28130
Project: Kannapolis
Project No.: August DW 2019
Sample Matrix: Water
Client Sample ID: DW-Maurer-Influent_08/22/19_La
Prism Sample ID: 9080340-05
Prism Work Order: 9080340
Time Collected: 08/22/19 11:20
Time Submitted: 08/22/19 15:05
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
Benzene
BRL
ug/L
0.50
0.048
1
*8260D
8/26/19 19:09
KDM
P91-10428
Ethylbenzene
BRL
ug/L
0.50
0.061
1
*8260D
8/26/19 19:09
KDM
P91-10428
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
*8260D
8/26/19 19:09
KDM
P91-10428
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.042
1
*8260D
8/26/19 19:09
KDM
P91-10428
Naphthalene
BRL
ug/L
1.0
0.19
1
*8260D
8/26/19 19:09
KDM
P91-10428
o-Xylene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 19:09
KDM
P91-10428
Toluene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 19:09
KDM
P91-10428
Xylenes, total
BRL
ug/L
3.0
0.15
1
*8260D
8/26/19 19:09
KDM
P91-10428
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 100 % 80-124
Dibromofluoromethane 97 % 75-129
Toluene-d8 96 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 7 of 11

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
08/27/2019
Colonial Pipeline Company
Attn: John Culbreath
PO Box 87
Charlotte, NC 28130
Project: Kannapolis
Project No.: August DW 2019
Sample Matrix: Water
Client Sample ID: DW-Kann-Station_08/22/19_Lab
Prism Sample ID: 9080340-06
Prism Work Order: 9080340
Time Collected: 08/22/19 10:15
Time Submitted: 08/22/19 15:05
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
Benzene
BRL
ug/L
0.50
0.048
1
*8260D
8/26/19 19:35
KDM
P91-10428
Ethylbenzene
BRL
ug/L
0.50
0.061
1
*8260D
8/26/19 19:35
KDM
P91-10428
m,p-Xylenes
BRL
ug/L
1.0
0.12
1
*8260D
8/26/19 19:35
KDM
P91-10428
Methyl-tert-Butyl Ether
BRL
ug/L
5.0
0.042
1
*8260D
8/26/19 19:35
KDM
P91-10428
Naphthalene
BRL
ug/L
1.0
0.19
1
*8260D
8/26/19 19:35
KDM
P91-10428
o-Xylene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 19:35
KDM
P91-10428
Toluene
BRL
ug/L
0.50
0.044
1
*8260D
8/26/19 19:35
KDM
P91-10428
Xylenes, total
BRL
ug/L
3.0
0.15
1
*8260D
8/26/19 19:35
KDM
P91-10428
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 99 % 80-124
Dibromofluoromethane 98 % 75-129
Toluene-d8 96 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 8 of 11

P R I IS M EService Analytical
Environmental Solutions
LABORATORIES, INC.
Level II QC Report
8/27/19
Colonial Pipeline Company Project: Kannapolis
Attn: John Culbreath
PO Box 87 Project No: August DW 2019
Charlotte, NC 28130
Volatile Organic Compounds by GC/MS - Quality Control
Analyte
Batch P9HO428 - 5030B
Reporting
Result Limit Units
Prism Work Order: 9080340
Time Submitted: 8/22/2019 3:05:OOPM
Spike Source %REC RPD
Level Result %REC Limits RPD Limit Notes
Blank (P9H0428-BLK1)
Prepared &Analyzed: 08/26/19
Benzene
BRL
0.50
ug/L
Ethylbenzene
BRL
0.50
ug/L
m,p-Xylenes
BRL
1.0
ug/L
Methyl-tert-Butyl Ether
BRL
5.0
ug/L
Naphthalene
BRL
1.0
ug/L
o-Xylene
BRL
0.50
ug/L
Toluene
BRL
0.50
ug/L
Xylenes, total
BRL
3.0
ug/L
Surrogate:4-Bromofluorobenzene
49.7
ug/L
50.00
99
80-124
Surrogate: Dibromofluoromethane
48.0
ug/L
50.00
96
75-129
Surrogate: Toluene-d8
48.4
ug/L
50.00
97
77-123
LCS (P9H0428-BSI)
Prepared &Analyzed: 08/26/19
Benzene
21.9
0.50
ug/L
20.00
109
77-128
Ethylbenzene
21.6
0.50
ug/L
20.00
108
80-127
m,p-Xylenes
43.8
1.0
ug/L
40.00
110
77-133
Methyl-tert-Butyl Ether
22.3
5.0
ug/L
20.00
112
68-135
Naphthalene
19.3
1.0
ug/L
20.00
96
64-136
o-Xylene
21.0
0.50
ug/L
20.00
105
78-128
Toluene
20.8
0.50
ug/L
20.00
104
76-131
Xylenes, total
64.8
3.0
ug/L
60.00
108
77-133
Surrogate:4-Bromofluorobenzene
50.3
ug/L
50.00
101
80-124
Surrogate: Dibromofluoromethane
49.1
ug/L
50.00
98
75-129
Surrogate: Toluene-d8
48.8
ug/L
50.00
98
77-123
LCS Dup (P9H0428-BSD1)
Prepared & Analyzed: 08/26/19
Benzene
21.8
0.50
ug/L
20.00
109
77-128
0.4
20
Ethylbenzene
21.1
0.50
ug/L
20.00
106
80-127
2
20
m,p-Xylenes
43.0
1.0
ug/L
40.00
108
77-133
2
20
Methyl-tert-Butyl Ether
22.7
5.0
ug/L
20.00
114
68-135
2
20
Naphthalene
19.1
1.0
ug/L
20.00
96
64-136
0.8
20
o-Xylene
20.7
0.50
ug/L
20.00
104
78-128
1
20
Toluene
20.7
0.50
ug/L
20.00
104
76-131
0.5
20
Xylenes, total
63.8
3.0
ug/L
60.00
106
77-133
2
20
Surrogate:4-Bromofluorobenzene
50.2
ug/L
50.00
100
80-124
Surrogate: Dibromofluoromethane
49.1
ug/L
50.00
98
75-129
Surrogate: Toluene-d8
48.7
ug/L
50.00
97
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 11

Sample Extraction Data
Prep Method: 5030E
Lab Number Batch Initial Final Date/Time
9080340-01
P91-10428
10
mL
10 mL
08/26/19 10:36
9080340-02
P91-10428
10
mL
10 mL
08/26/19 10:36
9080340-03
P91-10428
10
mL
10 mL
08/26/19 10:36
9080340-04
P91-10428
10
mL
10 mL
08/26/19 10:36
9080340-05
P91-10428
10
mL
10 mL
08/26/19 10:36
9080340-06
P91-10428
10
mL
10 mL
08/26/19 10:36
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 10 of 11

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Page 11 of 11