MO-4267_13401_CA_MRP_20200930_Semi-Annual Monitoring Report

MONITORING REPORT
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, CABARRUS COUNTY, NORTH CAROLINA
GROUNDWATER INCIDENT NO. 13401
Shield Project No. 1090060
Period: February - August 2020
Responsible Party:
Security Oil Company, Inc.
PO Box 5028
Concord, NC 28027
Contact:
Dale Carpenter
[phone]
Site Risk Classification: High
Land Use Category:
Industrial /Commercial
Site Latitude: 35' 26' 08" North
Site Longitude: 80' 39' 45" West
Consultant:
Property Owner:
Shield Engineering, Inc.
Prime Business LLC A NC
4301 Taggart Creek Road
1534 Copperplate Road
Charlotte, NC 28208
Charlotte, NC 28262
Contact:
Contact:
Kevin P. Stachura
Shailesh Panara
[phone]
[phone]
Release Discovered: December 1994
Quantity Released: Unknown
Suspected Release Source(s): One 4,000-gallon gasoline UST
Release Cause: Possible spillage/leak from UST
70
f Kevin P. Stachura hwas Witner, L.G.
Staff Geologist E AL�rin�ipal
916 SIC license #916
September 30, 2020
�1J111J11l1J

TABLE OF CONTENTS
Pal4e No.
1.0 DISCUSSION OF SAMPLING RESULTS........................................................................ 1
2.0 CONCLUSIONS.................................................................................................................4
3.0 RECOMMENDATIONS.................................................................................................... 4
4.0 STATEMENTS AND CERTIFICATIONS........................................................................ 5
5.0 LIMITATIONS.......................................................................................6
FIGURES
Figure 1:
Site Location Map
Figure 2:
Site Map
Figure 3:
1500' Radius Map
Figure 4:
Groundwater Elevation Contour Map
Figure 5:
Benzene Isoconcentration Map
Figure 6:
MTBE Isoconcentration Map
Figure 7:
1,2-DCA Isoconcentration Map
TABLES
Table 1: Summary of Water Supply Well Information
Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
Table 3: Summary of Analytical Results — Groundwater Samples
Table 4: Summary of Historical Groundwater Analytical Results
APPENDICES
Appendix A: Laboratory Report — Groundwater Samples
hilps://shieldengineeringl.sharepoint.com/sites/Projects/Shm-ed Documents/General/2009/1090060-01 85 Kwih Mur7/Reporis/September 2020
MR/M0-4267 13401_CA_MRP 20200924_Semi-Annual4lonitoringRepa7.doc

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2020
Incident#: 13401 Page 1
1.0 DISCUSSION OF SAMPLING RESULTS
1.1 Site Monitorinp- Requirements:
Site Location Map: See Figure 1
Site Map: See Figure 2
Site Monitoring Requirements
Based on CAP and/or NORR
Sample Point
Total Quantity of Previous
Required by NCDEQ to be
Type
Sample Points and Their
Monitored and Sampled per CAP
Identification
and/or TA
Monitoring
16
5 0)
Wells
(MW-1, MW-IA, MW-2, MW-3,
(MW-4A, MW-5, MW-8AR, MW-15A,
MW-4A, MW-5, MW-6, MW-6A,
DW-1)
MW-8AR, MW-9AR, MW-12, MW-
13, MW-13A, MW-15, MW-15A,
DW-1
Water Supply
1
1�'�
Wells(WSW-Ring
Power Crane)
(1) Individual wells identified by the North Carolina Department of Environmental Quality (NCDEQ) for specific
sampling at this time.
1.2 Summary of Analytical Results and Free Product Thickness s :
1.2.1 Date(s) of Sampling Event: August 26, 2020
1.2.2 Existing Area Receptors:
One water supply well (WSW- Ring Power Crane) used for irrigation only is located within
225 feet of the source area. One water supply well (WSW -Rowan / Cabarrus Community
College) used for only irrigation is located 1,010 feet to the north-northeast of the source
area. Refer to the following Table and Figure for information and locations of area receptors
within a 1,500-foot radius of the site.
Refer to the following Tables and Figure(s) for information and locations of area receptors
identified.
Refer to Figure(s): Figure 3
Refer to Tables(s): Table 1

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2020
Incident#: 13401 Page 2
1.2.3 Groundwater Elevation Data:
• Groundwater elevation data for the August 2020 sampling event is included in the
following Table and Figure:
Refer to Table: Table 2
Refer to Figure: Figure 4
1.2.4 Free Product/Impacted Groundwater Recovery:
• Free product detected during this reporting period?: No
1.2.5 Groundwater Analytical Results:
• Sampled Points and Analytical Methods:
The following monitoring wells and other points were sampled during this reporting
period.
Sampled Points and Analytical Methods
for this Reporting Period
Based on CAP and Pre -Approval Task Authorization Sampling Requirements
_
Type
Points Sampled during this
Analytical Methods
Reporting Period
Monitoring
(5) (1)
. EPA Method 6200B
Wells
(MW-4A, MW-BAR, DW-1)
Water Supply
0 EPA Method 6200B
Wells(WSW-Ring
Power Crane
(1) Pre -Approval Task Authorization TA-13401-29.
• MW-5 and MWA 5A and WSW -Ring Power Crane were not sampled during the August
2020 sampling event.
Shield was unable to bail MW-15A due to possible sediment blockage at 3 feet below the
top of casing.
• Shield could not access MW-5. Several pre -built shed structures were for sale on the
site. One of the pre -built structures was positioned over MW-5.
The owner did not readily have the vehicle equipment at the time of site visit to move the
pre -built structures. Shield instructed the owner of the pre -built structures where MW-5
was located. Shield asked the owner to move his structures to allow access to MW-5 in
the future.

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2020
Incident#: 13401 Page 3
• Laboratory Used: Pace Analytical Services Inc. Huntersville, North Carolina
• Current Groundwater Analytical Data:
Refer to the following Table and Appendix for current groundwater analytical data.
Refer to Figures Figures 5 through 7
Refer to Table: Table 3
Refer to Appendix: Appendix A
Historical Groundwater Analytical Data:
Refer to the following table(s) for historical groundwater analytical data.
Refer to Table(s): Table 4
• Predictive Rate of Contaminant Transport:
Refer to the October 1997 Integrity Environmental Consultants Comprehensive Site
Assessment. Contaminant transport is typically in the same direction as groundwater
flow, but with a slower velocity. Refer to the following Tables and Figure:
Refer to Table(s): Tables 2 through 4
Refer to Figure(s): Figure 4 through 7
1.2.6 Other Field Data Collected:
• No additional field data was collected.

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2020
Incident#: 13401 Page 4
2.0 CONCLUSIONS
• Dissolved phase constituents of concern were detected in concentrations exceeding the
NCDEQ NCAC 15A 2L.0202 standards (2L Standards) in monitoring wells MW-4Aand
DW-I during the August 2020 sampling event.
1, 2-dichloroethane (1, 2-DCA) was detected over the NCDEQ gross contaminant level
(GCL) in monitoring well MW-5 in the previous February 2020 sampling event. Shield was
unable to access MW-5 during the August 2020 sampling event, a pre -built shed structure
was positioned over the monitoring well.
• Free product was not detected during this monitoring period.
• When compared to the February 2020 sampling event, the overall concentration of volatile
organic compounds (VOCs) has increased in monitoring well MW-4A.
• When compared to the February 2020 sampling event, the overall concentration of VOCs has
remained relatively the same in monitoring well DW-1.
• The 1,2-DCA concentration in water supply well WSW -Ring Power Crane decreased below
the 2L Standard since the August 2019 sampling event.
• Dissolved phase constituents of concern remained below laboratory analytical detection
limits (Non -Detect [ND]) for the sample collected from monitoring well MW-8AR during
the August 2020 sampling event.
3.0 RECOMMENDATIONS
Continue sampling of groundwater on a semi-annual basis as required by the NCDEQ in the
NORR dated July 18, 2013 [MW-4A, MW-5, MW-8AR, MW-15A (if possible) and DW-1]
and recommend including the sampling of WSW -Ring Power Crane, with the next event
report due by March 2021.

85 Kwik Mart
Concord, Cabarrus County, North Carolina
Monitoring Report
September 30, 2020
Incident#: 13401 Page 5
4.0 STATEMENTS & CERTIFICATION
1
Enter the date the monitoring report was due. 9130/20. Will this report be submitted
YES
after the established due date?
2
Was any required information from the above template missing from this report?
YES
NO
IF the answer to question #1 or# 2 is "YES", please provide additional information in
this cell to explain what was missing and why.
3
If applicable, will any of the proposed attenuation milestones under the schedule
YES
NO
approved in the Corrective Action Plan not be met? (within a reasonable margin of error)
IF the answer to question #3 is "NO", skip to the certification under #6 below.
IF the answer to question #3 is "YES", please generally describe in this cell the
possible reason(s) and outline proposed remedies. (This should be described in more
detail in the report text above.)
4
Does any known or suspected source zone soil contamination or free product remain
YES
NO
outside of the assessed area that could be inhibiting natural attenuation?
5
Has there been an unexpected increase in contaminant mass sufficient to suggest a
YES
NO
potential new release from a separate onsite or offsite source?
IF the answer to either question #4 or #5 is "YES", generally describe in this cell any
actions recommended to further assess or clean up this known or suspected source.
(This should be described in more detail in the report text above.)
6
Certification:
I, Thomas Witner, a Professional Geologist for Shield Engineering, Inc., do certify that
the information contained in this report is correct and accurate to the best of my
knowledge.
•�``4lir k r y r f t *1
J r
i
Fes" r. Z y� r J f..
91
OG\S
(Affix Seal and Signature) 4y-40�'93'Vy.
j1l�
%4h11fpN�H��
Shield Engineering, Inc. is licensed to practice geology and engineering in North
Carolina. The certification number of the company or corporation is C-170(Geology)
and F-0856 (Engineering).

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2020
Incident#: 13401 Page 6
5.0 LIMITATIONS
Shield has performed environmental services at the subject site on behalf of Security Oil Company,
Inc. Shield has performed this scope of work as an independent contractor/consultant using
reasonable care and skill in accordance and consistent with customary industry standards of
engineering, geology, and hydrogeology practices. This standard of care is the sole and exclusive
standard of care that can be applied to measure Shield's performance of the work. No other
warranty, expressed or implied is made or intended by Shield.
The report has been prepared for the exclusive use by Security Oil Company, Inc. All
recommendations, findings, and conclusions, made by Shield have been made to the best of Shield's
knowledge, opinion and belief, based upon information obtained during this scope of Security Oil
Company, Inc. and Shield. Conclusions are provided with the understanding that Shield is
presenting information and not rendering legal advice. If such advice is needed, legal counsel should
be consulted. It is the responsibility of Security Oil Company, Inc. under advice of its counsel to
notify the appropriate federal, state, or local public agencies as required by law; or otherwise to
disclose in a timely manner, any information that may be necessary to prevent damage to human
health, safety, or the environment.
Compliance with recommendations provided as part of this report in noway assures compliance
with federal, state and/or local laws, regulations, and/or requirements. Analytical data has been
obtained from Pace Analytical Services Inc. This information, to the extent that it was relied on to
generate this report, is assumed to be correct and complete. The work performed in conjunction with
this report and the data developed are intended as a description of available information at the dates
and specific locations given. Shield is not responsible for inspecting, examining, or reporting
findings or recommendations with respect to any conditions that were knowingly or unknowingly
withheld, concealed, hidden, or in any way not disclosed or observable at the time of this scope of
work.

FIGURES

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SITE MAP
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MONITORING WELL
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
NOTES:
1. REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3. DATE :
03/01 / 19 DRAWN BY: MTS
2. ALL LOCATIONS ARE APPROXIMATE.
SCALE :
AS SHOWN FIGURE : 2

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5601570232 PROPERTY IDENTIFICATION NUMBER
NOTES:
1. REFERENCE SEI PROFESSIONAL SERVICES, P.C. FIGURE
AND CABARRUS COUNTY, NORTH CAROLINA GIS
2. ALL LOCATIONS ARE APPROXIMATE.
GRAPHIC SCALE
0 100' 2(0' 300'
SCALE: 1 in. = 300 ft.

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(ft)
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GROUNDWATER ELEVATION (ft)
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GROUNDWATER ELEVATION (ft)
NOT USED IN CONTOURING
(NM)
NOT MEASURED
— — —
GROUNDWATER ELEVATION CONTOUR LINE (ft)
—►
GENERALIZED GROUNDWATER FLOW DIRECTION
NOTES:
1. REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3.
2- ALL LOCATIONS
ARE APPROXIMATE.
3- DEPTHS TO
GROUNDWATER GAUGED ON 08/26/20.
4- CONTOUR INTERVAL = 0.20 FOOT_
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GROUNDWATER ELEVATION CONTOUR MAP
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
DATE : 09/25/20
DRAWN BY: KPS
SCALE : AS SHOWN
FIGURE: 4

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WATER SUPPLY WELL
— — — — PROPERTY BOUNDARY SCALE: 1 in. = 60 ft.
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IN CONTOURING
BENZENE ISOCONCENTRATION CONTOUR LINE (ug/L) DERIVED FROM
CURRENT AUGUST 2020 AND PREVIOUS MARCH 2O20 HISTORICAL DATA
(ND) NOT DETECTED AT OR ABOVE LABORATORY
DETECTION LIMITS
(NS) NOT SAMPLED
NOTES:
1. REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3.
2. ALL LOCATIONS ARE APPROXIMATE.
3. GROUNDWATER SAMPLES COLLECTED ON 08/26/20.
4. CONTOUR INTERVALS = AS SHOWN.

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8 SOIL VAPOR EXTRACTION WELL GRAPHIC SCALE
0 10 20 30 40 50 60
WATER SUPPLY WELL
— — — — PROPERTY BOUNDARY SCALE: 1 in. = 60 ft.
(ug/L) MICROGRAMS PER LITER
(596) MTBE CONCENTRATION (ug/L)
[35.61 MTBE CONCENTRATION (ug/L) NOT USED
IN CONTOURING
MTBE ISOCONCENTRATION CONTOUR LINE (ug/L) DERIVED FROM
CURRENT AUGUST 2020 AND PREVIOUS MARCH 2O20 HISTORICAL DATA
(ND) NOT DETECTED AT OR ABOVE LABORATORY
DETECTION LIMITS
(NS) NOT SAMPLED MTBE METHYL-TERT-BUTYL ETHER
NOTES:
1. REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3.
2. ALL LOCATIONS ARE APPROXIMATE.
3. GROUNDWATER SAMPLES COLLECTED ON 08/26/20.
4. CONTOUR INTERVALS = AS SHOWN.
WOODED AREA
N
SHIELD e7n InCIGART CREEK ROAD
(",AR 1 ❑ f ' E. NC 28208
�� J'I•i 9aGE faz
ENGINEERING, INC. ��himid gi—nng—
MTBE ISOCONCENTRATION MAP
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
DATE : 09/3020 DRAWN BY: KPS
SCALE : AS SHOWN I FIGURE : 6

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PA_ RGGEE 3 �J 1
MW-6A$ $ MW-6
ON rNsr ASPHALT I
r
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$ MW-2
(NS)
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I WOODED AREA
LEGEND + I II
$ MONITORING WELL I
® DEEP MONITORING WELL
ABANDONED OR DESTROYED
MONITORING WELL
Q AIR SPARGE WELLS MW 11
GRAPHIC SCALE
8 SOIL VAPOR EXTRACTION WELL 0 10 20 30 40 50 60
WATER SUPPLY WELL
— — — PROPERTY BOUNDARY SCALE: 1 in. = 60 ft.
(Ug/L) MICROGRAMS PER LITER
(40.7) 1,2-DICHLOROETHANE CONCENTRATION (ug/L)
[1.71 1,2-DICHLOROETHANE CONCENTRATION (ug/L) NOT USED
IN CONTOURING
— -- 1,2-DICHLOROETHANE ISOCONCENTRATION CONTOUR LINE (ug/L)
DERIVED FROM CURRENT AUGUST 2020 AND PREVIOUS MARCH 2O20
HISTORICAL DATA
(ND) NOT DETECTED AT OR ABOVE LABORATORY (NS) NOT SAMPLED
DETECTION LIMITS
NOTES:
1. REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3.
2. ALL LOCATIONS ARE APPROXIMATE.
3. GROUNDWATER SAMPLES COLLECTED ON 08/26/20.
4. CONTOUR INTERVALS = AS SHOWN.
N

TABLES

Table 1: Summary of Water Supply Well Information
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
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Ring Power Corporation
Power Crane *
Concord, NC 28207
10421 Fern Hill Drive
813-865-2700
Irrigation
480
6"
80 1
80-480
225
Parcel #5601-48-9246
Riverview, FL 33569
WSW - Rowan
Cabarrus
1531 Trinity Church Rd,
Rowan Cabarrus Community College
Community
Concord, NC 28207
P.O. Box 1595
704-216-7222
Irrigation
unk.
unk.
unk.
unk.
1010
College
Parcel # 5601-58-6427
Salisbury, NC 28145
Notes:
* = Also identified as JA Jones Property and SE Crane.
Information contained in this Table reported by others.
https://shieldengineeringl.sharepoint.com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Mart/Reports/September 2020 MR/Supply Well Info Page 1 of 1

Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility 1D Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Well ID
Date Installed
Top of Casing
Elevation
(feet)
Well
Diameter
(inches)
As -built
Depth
P
(feet)
Screened
Interval
(feet)
Field Measurements
Field Calculations
Gauging Date
Total Depth
(feet)
Depth to
Groundwater
(feet)
Diff. Between As -
built and
Measured Total
Depth (feet)
Measured Water
Column in Well
(feet)
Groundwater
Elevation (feet)
MW-1
1/10/1997
100.07
2
40.2
Unknown
10/22/99
NA
38.95
NA
NA
61.12
7/7/00
NA
39.02
NA
NA
61.05
5/8/01
NA
39.81
NA
NA
60.26
10/17/01
NA
DRY
NA
NA
<59.87
6/28102
NA
DRY
NA
NA
<59.87
11/8/07
NA
>40,03
NA
NA
<60.04
5113/09
40.12
>40.07
0.08
NA
<60.00
1MW-1A
6/7/2002
99.96
2
55
Unknown
6128/02
NA
40.70
NA
NA
59.26
31:24/03
NA
40.03
NA
NA
59.93
11/8/07
NA
40.43
NA
NA
59.53
9/4/08
NA
41.42
NA
NA
58.54
5113J09
54.91
40.57
0.09
14.34
59.39
9113/10
54,91
39.56
0.09
15.35
60.40
2/24/11
54.91
40.52
0.09
14.39
59.44
11/13/12
54.91
40.83
0.09
14.08
59.13
9/1all 3
54.91
40.97
0.09
13.94
58.99
10/20/15
54.91
41.67
0.09
13.24
58.29
MW-2
1110/1907
98.81
2
43.5
Unknown
10/22/99
NA
38.08
NA
NA
60.73
7/7/00
NA
38.17
NA
NA
60.64
10/17/01
NA
39.28
NA
NA
59.53
6/28/02
NA
40.00
NA
NA
58.81
3r24/03
NA
39.23
NA
NA
59.58
11/8/07
NA
39.91
NA
NA
58.90
9/4/08
NA
40.75
NA
NA
58.06
6113109
42.71
40.11
0.79
2.60
58.70
9/13/10
42.71
39.00
0.79
3.71
59.81
2/24/11
42.71
40.09
0.79
2.62
58.72
11/13/12
42.71
40.18
0.79
2.53
58.63
9113113
42.71
40.25
0.79
2.46
58.56
MW-3
1/10/1997
10000
2
43.5
Unknown
10/22/99
NA
38.71
NA
NA
61.29
7/7/00
NA
38.73
NA
NA
61.27
5/l3/01
NA
39.56
NA
NA
60.44
10/17/01
NA
39.95
NA
NA
60.05
6/28/02
NA
40.65
NA
NA
59.35
3124103
NA
40.04
NA
NA
59.96
11/8/07
NA
40.42
NA
NA
59.58
9/4/08
NA
41.28
NA
NA
1 .72
5/13/09
43.00
40.61
0.50
2.39
59.39
11113/12
43.00
40.77
0.50
2.23
59.23
9/13/13
43.00
40.99
0.50
2.01
59.01
10/20/15
43.00
41.66
0.50
1.34
58.34
MW-4
7/21/1997
100.10
2
444
Unknown
10/22199
NA
40.03
NA
NA
60.07
7/7/00
NA
DRY
NA
NA
<55.70
5/8/01
NA
DRY
NA
NA
<55.70
10/17/01
NA
41.94
NA
NA
58.16
6128102
NA
DRY
NA
NA
<55.70
5/13109
Well paved -Dyer
https://shieldengineeringl.sharepoin Lcom/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwk Mart/Reports/September 2020 MR/His( GW Elev Page 1 of 6

Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility 1D Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Well ID
Date Installed
Top of Casing
Elevation
(feet)
Well
Diameter
(inches)
As -built
Depth
P
(feet)
Screened
Interval
(feet)
Field Measurements
Field Calculations
Gauging Date
Total Depth
(feet)
Depth to
Groundwater
(feet)
Diff. Between As -
built and
Measured Total
Depth (feet)
Measured Water
Column in Well
(feet)
Groundwater
Elevation (feet)
MW-4A
8/7/2002
100.08
2
55
Unknown
6/28/02
NA
43.48
NA
NA
56.60
3/24/03
NA
43.20
NA
NA
56.88
11/8/07
NA
43.36
NA
NA
56,72
9/4/08
NA
44,35
NA
NA
55.73
5/13/09
55.03
43.76
-0.03
11.27
56.32
9/13/10
55.03
42.47
-0.03
12.56
57.61
2/24/11
55.03
43.16
-0.03
11.87
56.92
11J13/12
55.03
43.20
-0.03
11,83
56.88
9/13/13
55.03
43.10
-0.03
11.93
56.98
2/21/14
55.03
42.69
-0.03
12.34
57.39
2/26115
55,03
42.27
-0,03
12.76
57.81
10/20/15
55.03
42.92
-0.03
12.11
57.16
2/17/16
55.03
42.20
-0.03
12.83
57.88
2/14/17
1 55.03
42.30
-0.03
12.73
57.78
8/3117
55.03
42.36
-0.03
12.67
57.72
2/5/18
55.03
43.12
-0.03
11.91
56.96
8/30/18
55.03
42.95
-0.03
12.08
57.13
2/18/19
55.03
41.31
-0.03
13.72
58.77
8/15/19
55.03
39.86
-0.03
15.17
60.22
2/7/20
55.03
40.34
-0.03
14.69
59.74
8/26/20
55.03
39.21
-0.03
15.82
60.87
MW-5
7/16/1997
100.10
2
42.7
Unknown
10/22/99
NA
40.20
NA
NA
59.90
7/7/00
NA
40.20
NA
NA
59.90 FP
5/8/01
NA
40.44
NA
NA
59.66
10/17/01
NA
41.07
NA
NA
59.03 FP
6/28/02
NA
42.02
NA
NA
58.08
3/24/03
NA
41.43
NA
NA
58,67
9J4/08
Well not located
5/13/09
Well ved-over uncovered 1013p109
10/30/09
45.04
41.91
-2.34
3.13
58.19
9/13/10
45.04
40.76
-2.34
4.28
59.34
2/24/11
45.04
41.81
2.34
3.23
58.29
6/15/11
44.91
42.15
2,21
2.76
57.95
9/26/11
44.91
42.32
2.21
2,59
57.78
11/13/12
45.04
41.89
-2-34
3.15
58.21
9/13/13
45,04
40.97
-2.34
4.07
59.13
2/21/14
45.04
41.77
-2.34
3.27
58.33
8/29/14
45.04
40.88
-2.34
4.16
59.22
2/26/15
45.04
41.51
-2.34
3.53
58.59
8/7/15
45.04
42.00
-2.34
3,04
58.10
2/17/16
45.04
41.34
-2.34
3,70
58.76
8/10/16
45.04
40.91
-2,34
4.13
59.19
2/14/17
45.04
41.50
-2.34
3.54
58.60
8/3/17
45.04
41,41
-2.34
3.63
58,69
2/5/18
45.04
42.23
-2.34
2.81
57,87
BJ30118
45.04
42.11
2.34
2.93
57,99
2/18/19
45.04
40.62
-2.34
4.42
59.48
8/15/19
45.04
39.23
-2.34
5.81
60.87
2/7/20
45.04
39-52
2.34
5.52
60.58
8/26/20
NS - Could not access to well, property contained several pre -bull shed structures
for sale onsite and one was p1111Iaced over MW-5.
MW-6
7/17/1997
99.47
2
43
Unknown
10/22/99
NA
42.75
NA
NA
56.72
7/7/00
NA
40.15
NA
NA
59.32 FP
5/8/01
NA
42.00
NA
NA
57.47
10/17101
NA
42.14
NA
NA
57.33
6/28/02
NA
DRY
NA
NA
<56.47
11/8/07
NA
42.80
NA
NA
56.67
5/13/09
43,18
42.82
-0.18
0.36
56,65
MW-6A
6/7/2002
99.44
2
55
Unknown
6/28/02
NA
43.08
NA
NA
56.36
3/24/03
NA
42.64
NA
NA
56.80
11/8/07
NA
42.93
NA
NA
56.51
9/4/08
NA
43.94
NA
NA
55.5{]
5/13/09
54.65
43.34
0.35
11.31
56.10
9/13/10
54.65
42.05
0.35
12.60
57.39
2/24/11
54,65
42,88
0.35
11,77
56.56
hllps://shieldengineering1.sharepoinLcom/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kvvik Mart/Reports/September 2020 MR/Hist GW Elev Page 2 of 6

Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Field
Measurements
Field Calculations
Gauging Date
Total Depth
(feet)
Depth to
Groundwater
(feet)
Diff. Between As -
built and
Measured Total
Depth (feet)
Measured Water
Column in Well
(feet)
Groundwater
Elevation (feet)
Well ID
Date Installed
Top of Casing
Elevation
(feet)
Well
Diameter
(inches)
As -built
Depth
P
(feet)
Screened
Interval
(feet)
11/13/12
1 54.65
42.82
0.35
11.83
56.62
9J13113
54.65
42.66
0.35
11.99
56.78
httpsl/shieldengineeringl.sha repoin C com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kvvik Mart/Reporls/September 2020 MR/Hist GW Elev Page 3 of 6

Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Well ID
Date Installed
Top of Casing
Elevation
(feet)
Well
Diameter
(inches)
As -built
Depth
P
(feet)
Screened
Interval
(feet)
Field Measurements
Field Calculations
Gauging Date
Total Depth
(feet)
Depth to
Groundwater
(feet)
Diff. Between As -
built and
Measured Total
Depth (feet)
Measured Water
Column in Well
(feet)
Groundwater
Elevation (feet)
MW-7
7/17/1997
98.73
2
43
Unknown
7/7/00
NA
40.65
NA
NA
58.08
10/17/01
NA
42.00
NA
NA
56.73
6/28/02
NA
DRY
NA
NA
<55.73
3/24/03
NA
42.07
NA
NA
56.66
9/4/08
NA
DRY
NA
NA
<55.73
5/13/09
42.51
DRY
0.49
NA
<56.22
11/13/12
42,51
DRY
NA
NA
<56.22
9/13/13
42.51
42.12
0.49
0.39
<56.51
MW-8
7/18/1997
99.61
2
43
Unknown
10/22/99
NA
40.73
NA
NA
58.88
7/7/00
NA
41.13
NA
NA
58.48
5/8/01
NA
41.80
NA
NA
57.73
10/17/01
NA
42.05
NA
NA
57.56
6/28/02
NA
DRY
NA
NA
<56.61
11 /8/07
NA
42.84
NA
NA
56.77
5/13/09
43.16
42.93
-0.16
0.23
56.68
2/26/15
Abandoned by NC
DOT
MW-8A
6/7/2002
99.46
2
55
Unknown
6128/02
NA
42.90
NA
NA
56.56
3/24/03
NA
42.59
NA
NA
56.87
11/8/07
NA
42.73
NA
NA
56.73
9/4/08
NA
43.71
NA
NA
55.75
5113/09
54.06
43.15
0.94
10.91
56.31
9/13/10
54.06
41.87
0.94
12.19
57.59
2/24/11
54.06
1 42.51
1 0.94
11.55
56.95
11/13/12
54.06
42.58
0.94
11.48
56.88
9/13J13
54.06
42.51
0.94
11.55
56.95
2/21/14
54.06
42.08
0.94
11.98
57.38
8/29/14
54.06
40.93
0.94
13.13
58.53
2/26/15
Abandoned by NCDOT
MW-8AR
10/20/2015
99.58
2
50
40'-50'
10/20/15
50.38
42.45
-0.38
7,93
57.13
2/17/16
50.38
41.72
-0.38
8.66
57.86
8/10/16
50.38
41.07
-0.38
9.31
58.51
2/14/17
50.38
41.82
-0.38
8-56
57.76
8/3/17
50.38
41.88
-0.38
8.50
57.70
2/5/18
50.38
42.64
-0.38
7.74
56.94
8/30/18
50.38
42.49
-0.38
7.89
57.09
2/18/19
50,38
40.91
-0.38
9.47
58.67
8/15/19
50.38
39.39
-0.38
10.99
60.19
2/7/20
50.38
39.88
-0.38
10.50
59.70
8/26/20
50.38
38.76
-0.38
11.62
60.82
MW-9
8/28/1997
100.74
2
42.3
Unknown
7/7/00
NA
39.11
NA
NA
61.63
5/8/01
NA
40.18
NA
NA
60.56
10/17/01
NA
40.52
NA
NA
60.22
6/28/02
NA
41.18
NA
NA
59.56
3/24/03
NA
40.55
NA
NA
60.19
9/4/08
Well not located
5/13/09
Well payed -over (uncovered 10130109)
10/30/09
41.72 40.98 0.58 1 0.74 59.76
2/26/15
Abandoned by NCDOT
MW-9A
211012010
NM
2
50
30-50
2/15/10
50.01
40.64
-0.01
9.37
NA
11/13/12
50.01
41.30
-0.01
8.71
NA
9J13/13
50.01
41.51
-0.01
8.50
NA
2/26/15
Abandoned by NCDOT
MW-9ARJ
1OF20/2015
102.45
2
52
42'-52'
10/20/15
5190
43.91 0.10
7.99
58.54
2/17/16
51.90
43.22 0.10
8.68
59.23
hllps://shieldengineefingl,sharepoint.com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik MarUReporls/September 2020 MR/Hisl GW Elev Page 4 of 6

Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Proiect Number 1090060
Well ID
Date Installed
Top of Casing
Elevation
(feet)
Well
Diameter
(inches)
As -built
Depth
p
(feet)
Screened
Interval
(feet)
Field Measurements
Field Calculations
Gauging Date
Total Depth
(feet)
Depth to
Groundwater
(feet)
Diff. Between As -
built and
Measured Total
Depth (feet)
Measured Water
Column in Well
(feet)
Groundwater
Elevation (feet)
MW-10
8/28/1997
91.43
2
40
Unknown
10/22/99
NA
33.36
NA
NA
58.07
7/7/00
NA
33.65
NA
NA
57.78
5/8/01
NA
34.50
NA
NA
56.93
10/17/01
NA
34.91
NA
NA
56.52
6/28/02
NA
35.54
NA
NA
55.89
3124/03
NA
34.97
NA
NA
56.46
9/4/08
Well not located
5113/09
Well not located
11/13/12
Well not located, likely destroyed
MW-11
Unknown
84.38
2
40
Unknown
7/7/00
NA
30.43
NA
NA
53.95
5/13/09
Well not located
11/13/12
Well not located. Relydestro ed
MW-12
Unknown
94.90
2
42
Unknown
578101
NA
38.09
NA
NA
56.81
10/17/01
NA
38.48
NA
NA
56.42
6/28/02
NA
39.09
NA
NA
55.81
3/24/03
NA
38.68
NA
NA
56.22
5/13/09
41,76
39.60
0.24
2.16
55.30
9113110
41.76
38.28
0.24
3.48
56.62
2/24/11
41.76
39.13
0.24
2.63
55.77
11/13/12
41.76
39.08
0.24
2.68
55.82
9/13/13
41.76
38,82
0.24
2.94
56.08
MW-13
Unknown
9981
2
43
Unknown
10/22/99
NA
40.98
NA
NA
58.83
7/7/00
NA
41.36
NA
NA
58.45
518/01
NA
42.20
NA
NA
57.61
10/17/01
NA
42.09
NA
NA
57.72
6/28/02
NA
DRY
NA
NA
<56.81
11 /7/07
NA
42.61
NA
NA
57.20
5113./09
43.00
42.63
0.00
0.37
57.18
MW-13A
6/7/2002
99-78
2
55
Unknown
6?28102
NA
43.2-2
NA
NA
56.56
3/24/03
NA
42.95
NA
NA
56.83
11/8/07
NA
43.07
NA
NA
56.71
914108
NA
44.08
NA
NA
55.70
5/13/09
54.31
43.48
0.69
10.83
56.30
9/13/10
54.31
42.21
0.69
12.10
57.57
2/24/11
54.31
42.88
0.69
11.43
56.90
11/13/12
54.31
42.94
0.69
11.37
56.84
9/13/13
54.31
42.82
0.69
11.49
56.96
817/15
54.31
42.31
0.69
12.00
57.47
10/20/15
54.31
42.64
0.69
11.67
57.14
MW-14
Unknown
100.45
2
44.9
Unknown
7/7/00
NA
41.63
NA
NA
58.82
5/8/01
NA
42.68
NA
NA
57.77
10/17/01
NA
43.09
NA
NA
57.36
3/24/03
NA
43.57
NA
NA
56.88
9/4/08
Well not located
5/13/09
45.14
43.76 -024
1.38
56.69
9/13/10
45.14
42.49 -0.24
2.65
57.96
2124111
45.14
43.13 -024
2.01
57.32
10/10/12
45.14
42.86 -0.24
2.28
67.59
10/10/12
Well Abandoned
MW-15
Unknown
99.58
2
41.65
Unknown
10122/99
NA
40.78
NA
NA
58.80
717/00
NA
41.04
NA
NA
58.54
5/8/01
NA
41.35
NA
NA
58.23
10/17/01
NA
41.47
NA
NA
58.11
11/8/07
NA
41.08
NA
NA
58.50
5/13/09
41.56
DRY
0.09
NA
<58.02
https://shieldengineeringt,sharepoinLcom/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik MarUReporls/September 2020 MR/Hist GW Elev Page 5 of 6

Table 2: Summary of Well Construction and Historical Groundwater Elevation Data
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Well ID
Date Installed
Top of Casing
Elevation
(feet)
Well
Diameter
(inches)
As -built
Depth
P
(feet)
Screened
Interval
(feet)
Field Measurements
Field Calculations
Gauging Date
Total Depth
(feet)
Depth to
Groundwater
(feet)
Diff. Between As -
built and
Measured Total
Depth (feet)
Measured Water
Column in Well
(feet)
Groundwater
Elevation (feet)
MW-15A
6/7/2002
97.47
2
Unknown
Unknown
6/28/02
NA
41.07
NA
NA
56.40
3/24/03
NA
40.77
NA
NA
56.70
9/4/08
Well not located
5/13/09
51.18
41.40
NA
9.78
56.07
9/13/10
51.18
40A3
NA
11.15
57.44
2/24/11
51,18
40,82
NA
10,36
56.65
11/13/12
1 51.18
40.30
NA
10.88
57.17
9/13/13
51.18
40.69
NA
10.49
56.78
2/21/14
51.18
40.26
NA
10.92
57.21
2/26/15
51.18
39.86
NA
11.32
57.61
2/17/16
51.18
39.79
NA
11.39
57.68
2/14/17
51.18
39.92
NA
11.26
57.55
8/3/17
51,18
39,95
NA
11.23
57.52
2/5118
51.18
40.71
NA
10.47
56.76
8/30/18
51.18
40.55
NA
10.63
56.92
2/18/19
51.18
38.95
NA
12.23
58.52
8/15/19
51.18
37.47
NA
13.71
60.00
2/7/2020-
8/26/2020
NS - Well blocked by Mud at 3'
DW-1
712111997
99.73
99.65
2
50
Unknown
7/7/00
NA 38.84
NA
NA
60.89
5/8/01
NA 39.85
NA
NA
59.88
10/17/01
NA 40.11
NA
NA
59.62
6/28/02
NA 40.47
NA
NA
59.26
3/24/03
NA 39.60
NA
NA
60.13
9/4/08
Well not located
5/13/09
Well paved -aver uncovered 10/30/09
10/30/09
54.25
40.33
-4.25
13,92
59.40
9/13/10
54.25
39.41
-4.25
14.84
60.32
9/13/10
Top of casing cut down 0.08' after gauging on 9/13/10
2/24/11
54.25
40.70
NA
13.55
58.95
11/13/12
54.25
41.78
NA
12.47
57.87
9/13/13
54.25
40.75
-4.25
13.50
58.90
2/21/14
54.25
40.61
-4.25
13.64
59.04
2/26/15
54.25
40.13
-4.25
14,12
59.52
2/17116
54.25
40.66
-4.25
13.69
58.99
2/14/17
54.25
40.45
-4.25
13.80
59.20
8/3/17
54.25
40.65
-4.25
13.60
59.00
2/5/18
54.25
40.90
-4.25
13-35
58.75
8/30/18
54.25
41.23
-4.25
13.02
58.42
2/18/19
54.25
39.86
-4.25
14.39
59.79
8/15/19
54.25
38.50
-4.25
15.75
61.15
2/4/20
54.25
38.74
-4.25
15.51
60.91
8/26/20
54,25
16.51
-4.25
37.74
83.14
DW-2
Unknown
89.63
2
55.00
Unknown
7/7/00
NA
32.57
NA
NA
57.06
5/8/01
NA
39.45
NA
NA
50.18
10/17/01
NA
33.78
NA
NA
55.85
6/28/02
NA
38.43
NA
NA
51.20
3/24/03
NA
33.67
NA
NA
55.96
5/13/09
Well not located
11/13/12
Well not located, I i kely destroyed
Notes:
Top of Casing elevation based on arbitrary datum of 100 feet for MW-3.
NM = Not Measured.
NA = Data Not Available; data prior to 6/08/09 reported by others.
FP = Free Product observed in well.
hllpsl/shieldengineering 1. sharepoint. corn/sites/Projects/Shared Documen Is/Gen era l/200911090060-01 85 Kwk MarUReports/September 2020 MR/Hist GW Elev Page 6 of 6

Table 3: Summary of Analytical .Results - Groundwater Samples
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Analytical Method --->
EPA Method 6200B
Benzene
Toluene
Ethyl-
Total
Naphthalene
Methyl-tert-
butyl ether
Isopropylbenzene
n-Propylbenzene
Trichloroethene
,yl 4e
1,3,5-
1,2- roethane
benzene
Xylenes
(MTBE)
ether IPE)opyl
ether(IPE)
l
Trimethylbenzene
Trimethylbenzene
(1.2-
(1,2-DCA)
Location
Date Sampled
u /L'
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MW-4A
8/26/2020
97.4
599
251
806
25
596
7.2
13.7
NO
ND
176
ND
40.7
MW-5
8/26/2020
INS - Could not access to well, property contained several pre -built shed structures for sale onsite and one was placed over MW-5.
MW-8AR
8/26/2020
ND NO NO NO NO ND I NO I ND NO I NO NO NO NO
MW-15A
8/26/2020
INS - Well blocked by Mud at T bekwvtop of casing, unable to bail
DW-1
8/26/2020
ND
NO
ND
NO
NO
35.6
ND
NO
ND
NO
NO
NO
1.7
WSW -RING
8/26/2020
NO
ND
NO
ND
NO
1.4
NO
NO
NO
NO
NO
NO
NO
POWER CRANE
Trip Blank
1 8/26/2020
NO
ND
NO
ND
NO
NO
NO
NO
NO
NO
NO
ND
ND
2L Standards4
1.0
600
600
500
6
20
70
70
70
3
400
400
0.4
GC1_5
5.000
260,000
84,500
85,500
6,000
20.000
70.000
25.000
30.000
3.000
28,500
25.000
400
voies
1. Micrograms per liter
2. ND = Not detected at or above laboratory method report limit
3. NS = Not Sampled
4. NR = Analysis Not Requested
5. NCDEO-North Carolina Administrative Code Title 15A Subchapter 2L Class GA Groundwater Standards
6. NCDEC-North Carolina Administrative Code Title 15A Subchapter 2L Standard for Risk -Based Maximum Gross Contamination Levels (GCL) for Groundwater
7. BOLD denoles concentrations above 15A NCAC 2L Standards
8. Shaded values denote concentrations above GCL Standards
https://shieldengineeringl.sharepoint.com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Mart/Reports/September 2020 MR/GW Results Page 1 of 1

Table 4: Summary of Historical Groundwater Analytical Results
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Analytical Method --->
EPA 602. 601/602 or 6200B
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
Diisopropyl
ether(IPE)
1,2-Dichloro
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5.000
260,000
1 84,500
85,500
6.000
20.000
70,000
400
Sample
Location
Date
Sampled
(ug/I)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
MW-1
12/15/00
4,990
4,700
675
2,530
NR
1 1,730
<250
NR
10/17/01
Dry
4/11/02
6,030 6,220 625 2,540 1 NR 1,720 425 NR
6/28J02
Dry
MW-1A
6J30/02
76.
ND
ND
ND
NR
8,746
ND
NR
3/24/03
13
<5.0
<1.0
<2.0
NR
12,000
6.0
NR
1118107
<1.0
<1.0
<1.0
<3.0
NR
4.7
<1.0
<1.0
9/4/08
<1.0
<1.0
<1_0
<1,0
NR
0.73
<1.0
<1.0
5/13/09
ND
ND
ND
ND
NR
1.4
ND
NR
9/13/10
ND
ND
ND
ND
ND
ND
ND
ND
2/24/11
ND
ND
ND
ND
ND
ND
ND
ND
11/13/12
ND
ND
ND
ND
ND
ND
ND
ND
9J13/13
ND
ND
ND
ND
ND
ND
ND
ND
MW-2
8/20/01
1 500
21,900
2,050
12,950
NR
10,500
<2,500
NR
4/11/02
10,00
15,400
1.740
8,900
NR
10,900
1.400
NR
3/24/03
<1.0
<5.0
<1.0
<2.0
NR
<5.0
<5.0
NR
11/8/07
<1.0
<1,0
<1.0
<3.0
NR
2.2
<1.0
I <1.0
9/4/08
0.16
<1.0
<1.0
<1.0
NR
56
<1,0
1.2
5/13/09
ND
ND
ND
ND
NR
73.2
ND
NR
9/13/10
ND
ND
ND
ND
ND
50.6
ND
3.7
2/24/11
ND
ND
ND
ND
ND
49.6
ND
3.0
11/13/12
ND
ND
ND
ND
ND
15
ND
1.1
9113J13
ND
ND
ND
ND
ND
4.3
ND
ND
MW-3
12/15/00
996
547
170
360
NR
2,100
285
NR
4111102
856
358
96
254
NR
1,230
330
NR
3/24/03
<1.0
<5.0
<1.0
<2.0
NR
<5.0
<5.0
NR
11/8/07
<1.0
<1.0
<1.0
<3.0
NR
1.4
<1.0
<1.0
9/4/08
<1.0
<1.0
<1.0
<1.0
NR
4.0
<1.0
<1.0
5/13/09
ND
ND
ND
ND
NR
ND
ND
NR
11/13/12
ND
ND
ND
ND
ND
ND
ND
ND
9J13J13
ND
ND
ND
ND
ND
ND
ND
ND
MW-4
7/7100
Dry
12/15J00
2.8 <2.0 <1.0 <2.0 NR 524 39 NR
5/8/01
❑ry
4/11/02
452 20 ND ND NR 428 84 NR
6/28/02
Dry
hltps:Hshieldengineeringl.sharepoin Lcom/sites/Projects/Shared Documen ts/General/2009/1090060-01 85 Kwik MarUReports/September 2020 MR/Historical GW Results Page 1 of 6

hltpsAshieldeng
Table 4: Summary of Historical Groundwater Analytical Results
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Analytical Method --->
EPA 602, 601/602 or 6200B
Analyte----- -->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
Diisopropyl
ether (IPE)
1,2-Dichloro
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5,000
260,000
84,500
85.500
6.000
20.000
70,000
400
Sample
Location
Date
Sampled
(ug/I)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
MW-4A
6/30/02
21.4
88.5
27.2
133
NR
93.1
2.0
NR
3/24/03
32
67
8.3
68
NR
460
12
NR
11/8/07
11
112
13.7
13.4
NR
46.8
2.2
9.5
9/4/08
66
200
110
210
NR
84
3.3
19
5113/09
96.6
364
114
278
NR
45.7
9.5
NR
9713/10
194
608
304
874
7.3
127
4.6
30.1
2/24/11
81.6
399
134
397
1 ND
71.2
ND
12.1
11/13/12
95
394
176
518
4.1
96
2.1
11.3
9/13/13
101
395
191
557
5.8
143
3.1
15.3
2/21/14
102
424
208
613.2
ND
160
3.4
17.7
2J2&15
106
319
167
368.7
ND
218
3.8
19.5
2/17/16
77.1
221
156
356.6
5.6
517
8.2
36.7
2114J17
160
905
383
1,123
ND
1,140
14.5
71.3
8/3/17
86.8
761
185
624
ND
1.150
12A
68.5
2/5/18
79.6
560
149
346
ND
1,060
10-8
67.4
8/30/18
59.1
365
130
553
ND
876
10.4
54
2/18/19
33.4
171
72A
218
ND
779
8.1
41.6
8/15/19
40.7
254
85.8
292.E
ND
803
9.5
48.8
217120
30.5
132
542
138A
ND
689
7.4
41.8
8/26/20
97A
599
251
806
25
596
7.2
40.7
MW-5
12/15/00
<1.0
<1.0
<1.0
70
NR
16.7
<5.0
NR
4111102
1.7
ND
1.0
ND
NR
6.8
1.5
NR
3/24/03
970
1,200
230
3,000
NR
<1,000
110
NR
5/13/09
Well paved -over uncovered 10/30/09
10/30/09
945
421
445
2,280
272
3,810
67.7
526
9/13/10
516
163
493
2.700
382
2,640
71.5
543
2/24/11
1040
96.1
382
2120
312
2,710
49.0
362
6/15/11
1.020
2,600
175
4,220
314
1,520
31.7
254
9126J11
694
516
251
3,740
364
2,250
41
292
11/13/12
467
36.7
310
1,705,5
239
2,590
41.5
317
9/13/13
404
37.5
262
1.100.1
182
2,580
55.4
371
2/21/14
570
44.9
508
1,955.1
275
3 890
55.9
442
8/29/14
1,250
95.9
1020
3,757.0
581
4,960
70.6
639
2/26115
1,040
75.2
602
1,570
303
5,610
63.1
540
8/7/15
938
66.9
757
1,830
311
5,090
69.9
487
2117/16
568
33
345
562
235
4,720
53.7
407
8/10/16
1,360
56.3
503
677
311
6,680
80.9
630
2/14/17
2.990
229
1040
1.919.30
468
8,890
117
S32
8/3/17
1210
90
478
430
272
8,360
91
773
2/5/18
1,470
83
553
448
323
8,580
93
863
8/30./18
1,280
66.2
681
747
289
9,040
99
812
2/18/19
811
46.1
420
438
242
8,5190
81.9
632
8/15/19
1,220
54.4
440
459
ND
9 980
104
786
2/7/20
1,890
75.7
685
811
284
11,800
106
922
8/26/20
NS - Could not access to well, property contained several pre -built shed structures for sale onsite and
one was placed over MW-5.
MW-6
12/15/00
500
398
30
222
NR
568
324
NR
4/11/02
21.8
13
1.1
2.2
NR
591
59.8
NR
6/28/02
Dry
MW-6A
6/30/02
ND
ND
ND
ND
NR
302
52.8
NR
3/24/03
<5.0
<25
<5.0
<10
NR
130
<25
NR
11/8/07
<1.0
<1.0
<1.0
<3.0
NR
0.81
1
0.22
5.4
9/4/08
<1.0
0.37
0.18
<1.0
NR
<1.0
<1.0
6.5
5/13JD9
ND
ND
ND
ND
NR
110
13.4
NR
9/13AD
ND
ND
ND
ND
ND
.
2.6
20.5
2/24/11
ND
ND
ND
ND
ND
36.6
3.7
24.0
11/13/12
ND
ND
ND
ND
ND
101
8.1
47.9
9/13/13
ND
ND
ND
ND
ND
1
ND
7.4
eeringlsharepoi
tcoWsilm"oj
cls/Shared Do
umenls/Gener
1/2009/109006
01 85 KWk Mall./Reports/Sept(
mber 2020 MR
Historical GW
-esulls
Page 2 of 6

Table 4: Summary of Historical Groundwater Analytical Results
85 Kivik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Analytical Method --->
EPA 602. 601/602 or 6200E
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
halerNaph
thalene
Methyl-tert-
butyl ether
(MTBE)
ether IPE)opyl
ether(IPE)
hloro
1, ethane
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5.000
260,000
84,500
85.500
6,000
20.000
70,000
400
Sample
Location
Date
Sampled
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
MW-7
12/15/00
975
<50
<50
<100
NR
2,580
<250
NR
4111/02
785
ND
ND
ND
NR
765
155
NR
6/28102
Dry
9/4/08
Dry
5/13/09
Dry
11 /13/12
Dry
9/13/13
Dry
MW-8
12/15/00
273
20
<10 73
NR
922
308
NR
4/11/02
2 640
100
125 690
NR
890
355
NR
6/28./02
Dry
2/26/15
ABANDONED BY NCDOT
MW-BA
6/30/02
ND
ND
ND
N❑
NR
7.0
ND
NR
3/24/03
1.2
<5.0
<1.0
<2.0
NR
32
<5.0
NR
11/8/07
<1.0
<1.0
<1.0
<3.0
NR
<1.0
<1.0
<1.0
9/4/08
<1.0
<1.0
<1.0
<1.0
NR
<1.0
<1.0
<1.0
5/13/09
ND
ND
NO
ND
NR
ND
ND
NR
9/13/10
ND
NO
ND
ND
ND
ND
ND
ND
2/24/11
ND
ND
ND
ND
ND
ND
ND
ND
11/13/12
ND
ND
ND
ND
ND
ND
ND
ND
9/13/13
ND
ND
ND
ND
ND
ND
ND
ND
2/21/14
ND
ND
ND
ND
ND
ND
ND
ND
8129/14
ND
ND
ND
ND
ND
NO
ND
ND
2/26/15
ABANDONED
BY NCDOT
MW-8AR
10/22/15
ND
NO
ND
ND
ND
ND
ND
ND
2/17/16
ND
ND
NO
ND
ND
1.1
ND
0.58
8/10/16
ND
ND
ND
ND
ND
1.1
NO
0.63
2/14/17
ND
ND
ND
ND
ND
0.78
ND
0.6
8/3/17
ND
ND
ND
ND
ND
ND
NO
0.65
2/5/18
ND
ND
ND
ND
ND
ND
ND
ND
8/30/18
ND
ND
ND
ND
ND
ND
ND
ND
2/18/19
ND
NO
ND
ND
ND
ND
ND
ND
8/15/19
ND
ND
ND
ND
ND
ND
ND
ND
2/7/20
ND
ND
ND
NO
ND
ND
ND
ND
8/26/20
ND
ND
ND
ND
ND
ND
ND
ND
MW-9
5/16/01
10.400
15400
2IIN
10,000
NR
NR
NR
NR
4/11/02
8,730
11 100
2 800
13,400
NR
880
940
NR
5/13/09
Well aved-over uncovered 10/30/09
2/26/15
ABANDONED BY NCDOT
MW-9A
2/15/10
ND
ND
ND
ND
ND
ND ND
ND
11/13/12
ND
ND
ND
ND
ND
ND ND
ND
9/13/13
ND
ND
ND
ND
ND
ND ND
ND
2/26/15
ABANDONED
BYNCDOT
MW-9AR
10/22/15
ND
NO
ND
ND
ND
1.1
ND
0.53
2/17/16
ND
ND
ND
NO
ND
ND
ND
ND
MW-10
6/13/01
56.2
39.7
5.1
26.7
NR
11.1
12
NR
4111102
458
350
48
238
NR
32
22
NR
3/24/03
7.5
<5.0
<10
<2.0
NR
26
12
NR
5/13/09
Well not located
MW-11
6/13101
<10 <1.0 <1.0
<1.0 NR
<10
<1.0
NR
4/11/02
NR NR ND
ND NR
ND
ND
NR
5/13/09
Well not located
https://shieldengineeringl.sharepoint.com/sites/Projects/Shared Documenls/General/2009/1090060-01 85 KvA Mart/Reports/September 2020 MR/Historical GW Results Page 3 of 6

Table 4: Summary of Historical Groundwater Analytical Results
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility 1D Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Analytical Method --->
EPA 602. 601/602 or 6200B
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
halerNaph
thalene
Methyl-tert-
butyl ether
(MTBE)
..
ether IPE)
ether(IPE)
1, ethane
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5,000
260,000
84.500
1 85.500
1 6,000
1 20,000
70,000
400
Sample
Loc lion
Date
Sampled
(ug/I)
(ug/I)
(ug/I)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
MW-12
6/13/01
<1.0
<1.0
<1.0
<1.0
NR
1.2
1.3
NR
4111102.
ND
NO
ND
NO
NR
ND
ND
NR
5/13/09
ND
NO
ND
NO
NR
1.1
ND
NR
9/13/10
ND
ND
ND
NO
ND
NO
ND
NO
2/24/11
ND
ND
ND
ND
ND
ND
ND
ND
11/13/12
NO
ND
ND
NO
ND
NO
ND
ND
9/13/13
ND
ND
NO
ND
ND
NO
ND
ND
MW-13
6/13/01
12 300
1 28,800
2,120
9,950
NR
10,700
1,480
NR
6/28/02
Dry
MW-13A
6/30/02
10.4
43.7
7.0
43.9
NR
30.4F13
NO
NR
3/24/03
5.0
17
1.6
22.8
NR
53
NR
11/8/07
<1.0
0.39
<1.0
<3.0
NR
58.5
8.8
9/4/08
<1.0
<1.0
<1.0
<1.0
NR
22
4.4
5/13/09
ND
ND
ND
ND
NR
18
NR
9/13/10
ND
ND
ND
ND
ND
20.3
2.9
2/24/11
ND
ND
ND
ND
ND
12.4
ND
1.4
11113J12
ND
ND
ND
NO
ND
5.5
0.51
0.63
9/13/13
ND
NO
ND
ND
ND
4.1
0.59
0.57
8/7/15
0.83
ND
ND
ND
ND
16.3
1
2
MW-14
6/13/01
1,940
6,200
1,090
4,930
NR
470
230
NR
4/11/02
4,180
7,020
1,380
5,120
NR
1,040
380
NR
5/13/09
ND
ND
ND
ND
NR
ND
ND
NR
9/13/10
ND
ND
ND
ND
ND
ND
ND
ND
2/24/11
ND
ND
ND
ND
ND
ND
ND
ND
10/10/12
ND
ND
ND
ND
ND
ND
ND
ND
MW-15
12/4/01
<1.0
<1.0
<1.0
71.0
NR
8.3
<1.0
NR
4/11/02
ND
ND
ND
ND
NR
2.4
ND
NR
5/13J09
Dry
MW-15A
6/30/02
ND
ND
ND
ND
NR
NO
ND
NR
3/24J03
<1.0
<5.0
<1.0
<2.0
NR
<5,0
<5.0
NR
5/13/09
334
ND
ND
39.1
NR
143
12.7
NR
9/13/10
184
ND
ND
20.0
ND
129
14.0
75.6
2/24/11
164
NO
ND
11.6
ND
111
8.6
46.2
11/13/12
115
ND
ND
6.4
ND
93.5
8.4
47.3
9/13/13
83.8
ND
ND
5.1
ND
78.8
10.5
49
2/21/14
73
ND
ND
3.8
ND
82.3
9.3
45.5
2/26/15
66.5
ND
ND
4.3
ND
72.2
8.6
44
2/17/16
31.3
ND
ND
2.8
ND
59.3
7.3
35
2/14/17
23.6
ND
ND
2.1
ND
47.1
&0
32
8/3/17
22.4
ND
ND
1
ND
40.4
4.8
27.6
2/5A8
18.7
ND
ND
0.82
ND
30.9
3.9
26.4
8130118
3.6
NO
ND
ND
ND
19.6
2.8
17.4
2/18/19
8.6
ND
ND
0.5
ND
14.6
1.7
1 9
8/15/19
12.4
ND
ND
1.2
ND
16.9
2.1
11.7
2/7/2020 -
8/26/2020
INS - Well blocked by Mud at 3' below top of casing, unable to bail
h[tps://shieldenginecringl.sharepoinLcom/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Marl/Reporls/Sep[ember 2020 MR/Historical GW Results Page 4 of 6

Table 4: Summary of Historical Groundwater Analytical Results
85 Kivik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Sbield Project Number 1090060
Analytical Method --->
EPA 602. 601/602 or 6200B
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
halerNaph
thalene
Methyl-tert-
butyl ether
(MTBE)
..
ether IPE)
ether(IPE)
1, ethane
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5,000
260,000
84,500
85,500
6 000
20,000
70,000
400
Sample
Location
Date
Sam led
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
DW-1
12/15/00
<1.0
<1.0
<1.0
<2.0
NR
<1.0
<5.0
NR
4/11/02
ND
ND
ND
ND
NR
ND
ND
NR
5/13/09
Well aved-over uncovered 10/30/09
10/30/09
1.2
ND
ND
ND
ND
555
4.8
11.9
9J13110
ND
1.3
ND
2.4
ND
153
1.5
5.5
2/24/11
ND
1.3
ND
2.4
ND
179
1.1
4.6
11/13/12
ND
ND
ND
ND
ND
107
0.85
2.3
9/13/13
ND
ND
ND
ND
ND
47.2
0.55
1.8
2/21/14
ND
ND
ND
ND
ND
46.3
ND
1.7
2/26/15
ND
1.7
1.2
5.9
ND
0.64
ND
ND
2/17/16
ND
ND
ND
ND
ND
17.9
ND
1
2/14J17
0.88
1.3
2
8.68
ND
28.1
ND
1.7
8/3/17
ND
0.58
ND
ND
ND
24-8
ND
1.5
2/5/18
ND
ND
ND
ND
ND
28.9
ND
0.83
8/30/18
ND
0.91
ND
2.64
ND
27.4
ND
1.4
2/18/19
ND
ND
ND
ND
ND
30.1
ND
1.5
8115/19
ND
ND
ND
ND
ND
30.6
ND
1.3
217J20
ND
ND
ND
ND
ND
38.4
ND
1.6
8J26120
ND
ND
ND
ND
ND
35.6
ND
1.7
DW-2
No historical data prior to 5113109 available
5113J09
Well not located
WSW -Ring
1118JO7
<1.0
<1.0
<1.0
<3.0
<1.0
0.58
<1.0
0.73
Power Crane
914J08
0.23
<1.0
<1.0
<1,0
<1.0
4.0
0.46
2.0
5/13/09
ND
ND
ND
ND
ND
6.0
ND
3.4
9/13/10
ND
ND
ND
ND
ND
6.2
ND
3.2
9/26/11
ND
ND
ND
ND
ND
8.3
ND
4.2
11/13/12
ND
ND
ND
ND
ND
8.9
0.7
3.3
9/13/13
ND
ND
ND
ND
ND
0.77
ND
ND
2/21/14
ND
ND
ND
ND
ND
6.6
0.55
2.4
8/29/14
ND
ND
ND
ND
ND
6.6
055
ND
2/26/15
ND
ND
ND
ND
ND
8.6
0,65
2.8
8/7/15
ND
ND
ND
ND
ND
1.6
ND
ND
8/10/16
ND
ND
ND
ND
ND
6-6
0-51
2.1
2/14/17
ND
ND
ND
ND
ND
3.9
ND
0.6
8/3117
ND
ND
ND
ND
ND
5.0
ND
1.8
2/5J18
ND
ND
ND
ND
ND
ND
ND
ND
8/31/18
ND
ND
ND
ND
ND
18.1
1.1
4.8
2/18/19
ND
ND
ND
ND
ND
2.9
ND
0.6
8/15/19
ND
ND
ND
ND
ND
5.1
ND
1.2
2/7/20
NS - RING Power Crane had a power outage, unable to sample
8/26/20
ND
ND ND ND
ND
1,4
ND
ND
Mips://shieldengineeringl.sharepoinLcom/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Marl/Reports/September 2020 MR/Historical GW Results Page 5 of 6

Table 4: Summary of Historical Groundwater Analytical Results
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Analytical Method --->
EPA 602, 601/602 or 6200B
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
..
Dllsopropyl
ether(IPE)
1,2-Dichloro
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5,000
260,000
84,500
85.500
6.000
20.000
70,000
400
Sample
L.ocatinn
Date
Sampled
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
TRIP BLANK
10/30/09
ND
ND
NO
ND
ND
ND
ND
NO
9/13/2010
ND
ND
ND
ND
ND
ND
NO
NO
2/24/11
ND
ND
ND
ND
ND
ND
NO
ND
6/15/11
ND
ND
ND
ND
ND
ND
ND
ND
9/26/11
NO
ND
ND
ND
ND
NO
ND
ND
11/13/12
NO
ND
ND
ND
ND
ND
NO
ND
9113113
NO
NO
ND
ND
NO
NO
NO
ND
2/21114
ND
ND
ND
NO
ND
ND
ND
ND
8/29/14
ND
NO
ND
ND
ND
NO
NO
NO
2/26/15
ND
NO
ND
NO
ND
ND
ND
NO
8/7115
NR
NR
NR
NR
NR
NR
NR
NR
2/14/17
ND
ND
ND
ND
ND
ND
NO
ND
2/5/18
ND
ND
ND
ND
NO
NO
ND
ND
8/30./18
ND
ND
NO
NO
ND
ND
ND
NO
2/18/19
ND
ND
NO
ND
ND
ND
ND
ND
8/15/19
ND
ND
ND
ND
ND
ND
ND
ND
2/7/20
NO
ND
ND
ND
ND
ND
ND
ND
8/26/20
NO
NO
ND
ND
ND
ND
ND
ND
Notes:
ug/I = micrograms per liter
ND = Not detected at or above laboratory method report limit
NR = Analysis Not Requested or Not Reported
NA = Data Not Available
< = Less than the laboratory method report limit
2L Standard = NCDEQ-North Carolina Administrative Code Title 15A Subchapter 2L Class GA Groundwater Standards
GCL = NCDEQ-North Carolina Administrative Code Title 15A Subchapter 2L Standard for Risk -Based Maximum Gross
Contamination Levels for Groundwater ( GCL)
A concentration of Methylene Chloride (4.1 ug/L) was reported in the 8/15/2019 TRIP BLANK sample.
BOLD denotes concentrations above 15A NCAC 2L Standards
Data prior to 5/13/2009 reported by others
SHADED values denote concentrations above GCL stds
https://shieldengineeringl,sharepoin6com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Mart/Reports/September 2020 MR/Historical GW Results Page 6 of 6

["AIR"I AM41

(��aceAnalyfical
www.pacelabs.com
September 08, 2020
Kevin Stachura
Shield Engineering, Inc.
4301 Taggart Creek Road
Charlotte, NC 28208
RE: Project: 85 Kwik Mart
Pace Project No.: 92492788
Dear Kevin Stachura:
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on August 27, 2020. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services = Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Amanda Payne
[e-mail]
[phone]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC,
Page 1 of 21

_ �ac,eAnalytical"
r
www.pscelebs.cam
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 Kwik Mart
Pace Project No.: 92492788
Pace Analytical Services Charlotte
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
Louisiana/NELAP Certification # LA170028
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
CERTIFICATIONS
South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
VirginiaNELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full;
without the written consent of Pace Analytical Services, LLC. Page 2 of 21

aceAnalj4ical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
85 Kwik Mart
92492788
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92492788001
MW-4A
SM 6200B
SAS
63
PASI-C
92492788002
MW-8AR
SM 6200B
SAS
63
PASI-C
92492788003
DW-1
SM 6200B
SAS
63
PASI-C
92492788004
WSW -Ring Power
SM 6200B
SAS
63
PASI-C
92492788005
TRIP BLANK
SM 6200B
SAS
63
PASI-C
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 21

-IacekalJfical
www.pacDlabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No.: 92492788
Sample: MW-4A Lab ID: 92492788001 Collected: 08/26/20 11:20 Received: 08/27/20 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tent-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1, 1 -Dichloroethene
cis- 1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis- 1,3-Dichloropropene
trans-1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropyl benzene (Cumene)
Methylene Chloride
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
97.4
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
40.7
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
7.2
ug/L
251
ug/L
ND
ug/L
13.7
ug/L
ND
ug/L
596
ug/L
25.0
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
2.5
5
09/04/20 21:30
71-43-2
2.5
5
09/04/20 21:30
108-86-1
2.5
5
09/04/20 21:30
74-97-5
2.5
5
09/04/20 21:30
75-27-4
2.5
5
09/04/20 21:30
75-25-2
25.0
5
09/04/20 21:30
74-83-9
2.5
5
09/04/20 21:30
104-51-8
2.5
5
09/04/20 21:30
135-98-8
2.5
5
09/04/20 21:30
98-06-6
2.5
5
09/04/20 21:30
56-23-5
2.5
5
09/04/20 21:30
108-90-7
5.0
5
09/04/20 21:30
75-00-3
2.5
5
09/04/20 21:30
67-66-3
5.0
5
09/04/20 21:30
74-87-3
2.5
5
09/04/20 21:30
95-49-8
2.5
5
09/04/20 21:30
106-43-4
5.0
5
09/04/20 21:30
96-12-8
2.5
5
09/04/20 21:30
124-48-1
2.5
5
09/04/20 21:30
106-93-4
2.5
5
09/04/20 21:30
74-95-3
2.5
5
09/04/20 21:30
95-50-1
2.5
5
09/04/20 21:30
541-73-1
2.5
5
09/04/20 21:30
106-46-7
2.5
5
09/04/20 21:30
75-71-8
2.5
5
09/04/20 21:30
75-34-3
2.5
5
09/04/20 21:30
107-06-2
2.5
5
09/04/20 21:30
75-35-4
2.5
5
09/04/20 21:30
156-59-2
2.5
5
09/04/20 21:30
156-60-5
2.5
5
09/04/20 21:30
78-87-5
2.5
5
09/04/20 21:30
142-28-9
2.5
5
09/04/20 21:30
594-20-7
2.5
5
09/04/20 21:30
563-58-6
2.5
5
09/04/20 21:30
10061-01-5
2.5
5
09/04/20 21:30
10061-02-6
2.5
5
09/04/20 21:30
108-20-3
2.5
5
09/04/20 21:30
100-41-4
10.0
5
09/04/20 21:30
87-68-3
2.5
5
09/04/20 21:30
98-82-8
10.0
5
09/04/20 21:30
75-09-2
2.5
5
09/04/20 21:30
1634-04-4
10.0
5
09/04/20 21:30
91-20-3
2.5
5
09/04/20 21:30
103-65-1
2.5
5
09/04/20 21:30
100-42-5
2.5
5
09/04/20 21:30
630-20-6
2.5
5
09/04/20 21:30
79-34-5
REPORT OF LABORATORY ANALYSIS
M1
M1
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 4 of 21

Pace Analytical Services, LLC
Kincey Ave.
te 100
aceArraly teal ® 9800Hunte sville, NC1280778
www.pacolabs.com [phone]
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No.: 92492788
Sample: MW-4A
Lab ID: 92492788001
Collected: 08/26/20 11:20
Received: 08/27/20 11:45 Matrix: Water
Parameters
Results
Units
Report Limit
DF
Prepared Analyzed
CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services -
Charlotte
Tetrachloroethene
ND
ug/L
2.5
5
09/04/20 21:30
127-18-4
Toluene
599
ug/L
2.5
5
09/04/20 21:30
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
10.0
5
09/04/20 21:30
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
10.0
5
09/04/20 21:30
120-82-1
1,1,1-Trichloroethane
ND
ug/L
2.5
5
09/04/20 21:30
71-55-6
1,1,2-Trichloroethane
ND
ug/L
2.5
5
09/04/20 21:30
79-00-5
Trichloroethene
ND
ug/L
2.5
5
09/04/20 21:30
79-01-6
Trichlorofluoromethane
ND
ug/L
5.0
5
09/04/20 21:30
75-69-4
1,2,3-Trichloropropane
ND
ug/L
2.5
5
09/04/20 21:30
96-18-4
1,2,4-Trimethylbenzene
176
ug/L
2.5
5
09/04/20 21:30
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
2.5
5
09/04/20 21:30
108-67-8 M1
Vinyl chloride
ND
ug/L
5.0
5
09/04/20 21:30
75-01-4
m&p-Xylene
620
ug/L
5.0
5
09/04/20 21:30
179601-23-1
o-Xylene
186
ug/L
2.5
5
09/04/20 21:30
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
101
%
70-130
5
09/04/20 21:30
17060-07-0
4-Bromofluorobenzene (S)
98
%
70-130
5
09/04/20 21:30
460-00-4
Toluene-d8 (S)
100
%
70-130
5
-09/04/20 21:30
2037-26-5
Date: 09/08/2020 04:59 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 21

I .PaceAnal rail'
www.pacela s.com
f
ANALYTICAL RESULTS
Project: 85 Kvvik Mart
Pace Project No.: 92492788
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-8AR Lab ID: 92492788002 Collected: 08/26/20 11:30 Received: 08/27/20 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tert-Butyl benzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chloropropane
DibroMochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans- 1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
Methylene Chloride
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
0.50
1
09/04/20 17:22
71-43-2
0.50
1
09/04/20 17:22
108-86-1
0.50
1
09/04/20 17:22
74-97-5
0.50
1
09/04/20 17:22
75-27-4
0.50
1
09/04/20 17:22
75-25-2
5.0
1
09/04/20 17:22
74-83-9
0.50
1
09/04/20 17:22
104-51-8
0.50
1
09/04/20 17:22
135-98-8
0.50
1
09/04/20 17:22
98-06-6
0.50
1
09/04/20 17:22
56-23-5
0.50
1
09/04/20 17:22
108-90-7
1.0
1
09/04/20 17:22
75-00-3
0.50
1
09/04/20 17:22
67-66-3
1.0
1
09/04/20 17:22
74-87-3
0.50
1
09/04/20 17:22
95-49-8
0.50
1
09/04/20 17:22
106-43-4
1.0
1
09/04/20 17:22
96-12-8
0.50
1
09/04/20 17:22
124-48-1
0.50
1
09/04/20 17:22
106-93-4
0.50
1
09/04/20 17:22
74-95-3
0.50
1
09/04/20 17:22
95-50-1
0.50
1
09/04/20 17:22
541-73-1
0.50
1
09/04/20 17:22
106-46-7
0.50
1
09/04/20 17:22
75-71-8
0.50
1
09/04/20 17:22
75-34-3
0.50
1
09/04/20 17:22
107-06-2
0.50
1
09/04/20 17:22
75-35-4
0.50
1
09/04/20 17:22
156-59-2
0.50
1
09/04/20 17:22
156-60-5
0.50
1
09/04/20 17:22
78-87-5
0.50
1
09/04/20 17:22
142-28-9
0.50
1
09/04/20 17:22
594-20-7
0.50
1
09/04/20 17:22
563-58-6
0.50
1
09/04/20 17:22
10061-01-5
0.50
1
09/04/20 17:22
10061-02-6
0.50
1
09/04/20 17:22
108-20-3
0.50
1
09/04/20 17:22
100-41-4
2.0
1
09/04/20 17:22
87-68-3
0.50
1
09/04/20 17:22
98-82-8
2.0
1
09/04/20 17:22
75-09-2
0.50
1
09/04/20 17:22
1634-04-4
2.0
1
09/04/20 17:22
91-20-3
0.50
1
09/04/20 17:22
103-65-1
0.50
1
09/04/20 17:22
100-42-5
0.50
1
09/04/20 17:22
630-20-6
0.50
1
09/04/20 17:22
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 21

Pace Analytical Services, LLC
_ aceAnalytical 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No.: 92492788
Sample: MW-8AR
Parameters
Lab ID: 92492788002 Collected: 08/26/20 11:30
Results Units Report Limit DF
Received: 08/27/20 11:45 Matrix: Water
Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
09/04/20 17:22
127-18-4
Toluene
ND
ug/L
0.50
1
09/04/20 17:22
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
09/04/20 17:22
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
09/04/20 17:22
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
09/04/20 17:22
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
09/04/20 17:22
79-00-5
Trichloroethene
ND
ug/L
0.50
1
09/04/20 17:22
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
1
09/04/20 17:22
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
09/04/20 17:22
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
09/04/20 17:22
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
09/04/20 17:22
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
09/04/20 17:22
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
09/04/20 17:22
179601-23-1
o-Xylene
ND
ug/L
0.50
1
09/04/20 17:22
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
99
%
70-130
1
09/04/20 17:22
17060-07-0
4-Bromofluorobenzene (S)
103
%
70-130
1
09/04/20 17:22
460-00-4
Toluene-d8 (S)
102
%
70-130
1
09/04/20 17:22
2037-26-5
Date: 09/08/2020 04:59 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 7 of 21

,�aceAnalytical
www.paeDiabs.com
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No.: 92492788
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: DW-1 Lab ID: 92492788003 Collected: 08/26/20 11:40 Received: 08/27/20 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis- 1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis- 1,3-Dichloropropene
trans-1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
Methylene Chloride
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
1.7
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
35.6
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
0.50
1
09/04/20 17:40
71-43-2
0.50
1
09/04/20 17:40
108-86-1
0.50
1
09/04/20 17:40
74-97-5
0.50
1
09/04/20 17:40
75-27-4
0.50
1
09/04/20 17:40
75-25-2
5.0
1
09/04/20 17:40
74-83-9
0.50
1
09/04/20 17:40
104-51-8
0.50
1
09/04/20 17:40
135-98-8
0.50
1
09/04/20 17:40
98-06-6
0.50
1
09/04/20 17:40
56-23-5
0.50
1
09/04/20 17:40
108-90-7
1.0
1
09/04/20 17:40
75-00-3
0.50
1
09/04/20 17:40
67-66-3
1.0
1
09/04/20 17:40
74-87-3
0.50
1
09/04/20 17:40
95-49-8
0.50
1
09/04/20 17:40
106-43-4
1.0
1
09/04/20 17:40
96-12-8
0.50
1
09/04/20 17:40
124-48-1
0.50
1
09/04/20 17:40
106-93-4
0.50
1
09/04/20 17:40
74-95-3
0.50
1
09/04/20 17:40
95-50-1
0.50
1
09/04/20 17:40
541-73-1
0.50
1
09/04/20 17:40
106-46-7
0.50
1
09/04/20 17:40
75-71-8
0.50
1
09/04/20 17:40
75-34-3
0.50
1
09/04/20 17:40
107-06-2
0.50
1
09/04/20 17:40
75-35-4
0.50
1
09/04/20 17:40
156-59-2
0.50
1
09/04/20 17:40
156-60-5
0.50
1
09/04/20 17:40
78-87-5
0.50
1
09/04/20 17:40
142-28-9
0.50
1
09/04/20 17:40
594-20-7
0.50
1
09/0412017:40
563-58-6
0.50
1
09/04/20 17:40
10061-01-5
0.50
1
09/04/20 17:40
10061-02-6
0.50
1
09/04/20 17:40
108-20-3
0.50
1
09/04/20 17:40
100-41-4
2.0
1
09/04/20 17:40
87-68-3
0.50
1
09/04/20 17:40
98-82-8
2.0
1
09/04/20 17:40
75-09-2
0.50
1
09/04/20 17:40
1634-04-4
2.0
1
09/04/20 17:40
91-20-3
0.50
1
09/04/20 17:40
103-65-1
0.50
1
09/04/20 17:40
100-42-5
0.50
1
09/04/20 17:40
630-20-6
0.50
1
09/04/20 17:40
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC, Page 8 of 21

_ aceAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 85 Kvvik Mart
Pace Project No.: 92492788
Sample: DW-1 Lab ID 92492788003 Collected: 08/26/20 11:40 Received: 08/27/20 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl chloride
m&p-Xylene
o-Xylene
Surrogates
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 09/08/2020 04:59 PM
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
101 %
105 %
100 %
0.50
1
09/04/20 17:40
127-18-4
0.50
1
09/04/20 17:40
108-88-3
2.0
1
09/04/20 17:40
87-61-6
2.0
1
09/04/20 17:40
120-82-1
0.50
1
09/04/20 17:40
71-55-6
0.50
1
09/04/20 17:40
79-00-5
0.50
1
09/04/20 17:40
79-01-6
1.0
1
09/04/20 17:40
75-69-4
0.50
1
09/04/20 17:40
96-18-4
0.50
1
09/04/20 17:40
95-63-6
0.50
1
09/04/20 17:40
108-67-8
1.0
1
09/04/20 17:40
75-01-4
1.0
1
09/04/20 17:40
179601-23-1
0.50
1
09/04/20 17:40
95-47-6
70-130
1
09/04/20 17:40
17060-07-0
70-130
1
09/04/20 17:40
460-00-4
70-130
1
09/04/20 17:40
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 9 of 21

�aceAnalyfical
www.pacelabs.cem
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No: 92492788
Sample: WSW -Ring Power Lab ID: 92492788004 Collected: 08/26/20 12:05 Received: 08/27/20 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis- 1,3-Dichloropropene
trans- 1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
Methylene Chloride
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
0.52
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
1.4
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
0.50
1
09/04/20 17:57
71-43-2
0.50
1
09/04/20 17:57
108-86-1
0.50
1
09/04/20 17:57
74-97-5
0.50
1
09/04/20 17:57
75-27-4
0.50
1
09/04/20 17:57
75-25-2
5.0
1
09104/2017:57
74-83-9
0.50
1
09/04/20 17:57
104-51-8
0.50
1
09/04/20 17:57
135-98-8
0.50
1
09/04/20 17:57
98-06-6
0.50
1
09/04/20 17:57
56-23-5
0.50
1
09/04/20 17:57
108-90-7
1.0
1
09/04/20 17:57
75-00-3
0.50
1
09/04/20 17:57
67-66-3
1.0
1
09/04/20 17:57
74-87-3
0.50
1
09/04/20 17:57
95-49-8
0.50
1
09/04/20 17:57
106-43-4
1,0
1
09/04/20 17:57
96-12-8
0.50
1
09/04/20 17:57
124-48-1
0.50
1
09/04/20 17:57
106-93-4
0.50
1
09/04/20 17:57
74-95-3
0.50
1
09/04/20 17:57
95-50-1
0.50
1
09/04/20 17:57
541-73-1
0.50
1
09/04/20 17:57
106-46-7
0.50
1
09/04/20 17:57
75-71-8
0.50
1
09/04/20 17:57
75-34-3
0.50
1
09/04/20 17:57
107-06-2
0.50
1
09/04/20 17:57
75-35-4
0.50
1
09/04/20 17:57
156-59-2
0.50
1
09/04/20 17:57
156-60-5
0.50
1
09/04/20 17:57
78-87-5
0.50
1
09/04/20 17:57
142-28-9
0.50
1
09/04/20 17:57
594-20-7
0.50
1
09/04/20 17:57
563-58-6
0.50
1
09/04/20 17:57
10061-01-5
0.50
1
09/04/20 17:57
10061-02-6
0.50
1
09/04/20 17:57
108-20-3
0.50
1
09/04/20 17:57
100-41-4
2.0
1
09/04/20 17:57
87-68-3
0.50
1
09/04/20 17:57
98-82-8
2.0
1
09/04/20 17:57
75-09-2
0.50
1
09/04/20 17:57
1634-04-4
2.0
1
09/04/20 17:57
91-20-3
0.50
1
09/04/20 17:57
103-65-1
0.50
1
09/04/20 17:57
100-42-5
0.50
1
09/04/20 17:57
630-20-6
0.50
1
09/04/20 17:57
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 21

ace Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No.: 92492788
Sample: WSW -Ring Power Lab ID: 92492788004 Collected: 08/26/20 12:05 Received: 08/27/20 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2, 3-Trich loropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl chloride
m&p-Xylene
o-Xylene
Surrogates
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 09/08/2020 04:59 PM
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
100
%
101
%
102
%
0.50
1
09/04/20 17:57
127-18-4
0.50
1
09/04/20 17:57
108-88-3
2.0
1
09/04/20 17:57
87-61-6
2.0
1
09/04/20 17:57
120-82-1
0.50
1
09/04/20 17:57
71-55-6
0.50
1
09/04/20 17:57
79-00-5
0.50
1
09/04/20 17:57
79-01-6
1.0
1
09/04/20 17:57
75-69-4
0.50
1
09/04/20 17:57
96-18-4
0.50
1
09/04/20 17:57
95-63-6
0.50
1
09/04/20 17:57
108-67-8
1.0
1
09/04/20 17:57
75-01-4
1.0
1
09/04/20 17:57
179601-23-1
0.50
1
09/04/20 17:57
95-47-6
70-130
1
09/04/20 17:57
17060-07-0
70-130
1
09/04/20 17:57
460-00-4
70-130
1
09/04/20 17:57
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC_
Page 11 of 21

ace Analytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 Kwik Mart
Pace Project No.: 92492788
Sample: TRIP BLANK
Parameters
6200B MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec -Butyl benzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
2-Chlorotoluene
4-Chlorotoluene
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis- 1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene (Cumene)
Methylene Chloride
Methyl-tert-butyl ether
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
ANALYTICAL RESULTS
Lab ID: 92492788005 Collected: 08/26/20 00:00 Received: 08/27/20 11:45 Matrix: Water
Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
0.50
1
09/04/20 17:04
71-43-2
0.50
1
09/04/20 17:04
108-86-1
0.50
1
09/04/20 17:04
74-97-5
0.50
1
09/04/20 17:04
75-27-4
0.50
1
09/04/20 17:04
75-25-2
5.0
1
09/04/20 17:04
74-83-9
0.50
1
09/04/20 17:04
104-51-8
0.50
1
09/04/20 17:04
135-98-8
0.50
1
09/04/20 17:04
98-06-6
0.50
1
09/04/20 17:04
56-23-5
0.50
1
09/04/20 17:04
108-90-7
1.0
1
09/04/20 17:04
75-00-3
0.50
1
09/04/20 17:04
67-66-3
1.0
1
09/04/20 17:04
74-87-3
0.50
1
09/04/20 17:04
95-49-8
0.50
1
09/04/20 17:04
106-43-4
1.0
1
09/04/20 17:04
96-12-8
0.50
1
09/04/20 17:04
124-48-1
0.50
1
09/04/20 17:04
106-93-4
0.50
1
09/04/20 17:04
74-95-3
0.50
1
09/04/20 17:04
95-50-1
0.50
1
09/04/20 17:04
541-73-1
0.50
1
09/04/20 17:04
106-46-7
0.50
1
09/04/20 17:04
75-71-8
0.50
1
09/04/20 17:04
75-34-3
0.50
1
09/04/20 17:04
107-06-2
0.50
1
09/04/20 17:04
75-35-4
0.50
1
09/04/20 17:04
156-59-2
0.50
1
09/04/20 17:04
156-60-5
0.50
1
09/04/20 17:04
78-87-5
0.50
1
09/04/20 17:04
142-28-9
0.50
1
09/04/20 17:04
594-20-7
0.50
1
09/04/20 17:04
563-58-6
0.50
1
09/04/20 17:04
10061-01-5
0.50
1
09/04/20 17:04
10061-02-6
0.50
1
09/04/20 17:04
108-20-3
0.50
1
09/04/20 17:04
100-41-4
2.0
1
09/04/20 17:04
87-68-3
0.50
1
09/04/20 17:04
98-82-8
2.0
1
09/04/20 17:04
75-09-2
0.50
1
09/04/20 17:04
1634-04-4
2.0
1
09/04/20 17:04
91-20-3
0.50
1
09/04/20 17:04
103-65-1
0.50
1
09/04/20 17:04
100-42-5
0,50
1
09/04/20 17:04
630-20-6
0.50
1
09/04/20 17:04
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 21

Pace Analytical Services, LLC
. aceAnalytical 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
11
www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: 85 Kwik Mart
Pace Project No.: 92492788
Sample: TRIP BLANK
Lab ID: 92492788005 Collected:
08/26/20 00:00
Received: 08/27/20 11:45 Matrix: Water
Parameters
Results
Units Report Limit
DF
Prepared Analyzed
CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Tetrachloroethene
ND
ug/L
0.50
1
09/04/20 17:04
127-18-4
Toluene
ND
ug/L
0.50
1
09/04/20 17:04
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
1
09/04/20 17:04
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
1
09/04/20 17:04
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
1
09/04/20 17:04
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
1
09/04/20 17:04
79-00-5
Trichloroethene
ND
ug/L
0.50
1
09/04/20 17:04
79-01-6
Tri ch I o rofl u o ro m eth a n e
ND
ug/L
1.0
1
09/04/20 17:04
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
1
09/04/20 17:04
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
1
09/04/20 17:04
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
1
09/04/20 17:04
108-67-8
Vinyl chloride
ND
ug/L
1.0
1
09/04/20 17:04
75-01-4
m&p-Xylene
ND
ug/L
1.0
1
09/04/20 17:04
179601-23-1
o-Xylene
ND
ug/L
0.50
1
09/04/20 17:04
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
101
%
70-130
1
09/04/20 17:04
17060-07-0
4-Bromofluorobenzene(S)
104
%
70-130
1
09/04/20 17:04
460-00-4
Toluene-d8 (S)
101 <
%
70-130
1
09/04/20 17:04
2037-26-5
Date: 09/08/2020 04:59 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 13 of 21

1 - aceAnal tical
J
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 85 Kwik Mart
Pace Project No.: 92492788
QC Batch: 564650 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200B MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92492788001, 92492788002, 92492788003, 92492788004, 92492788005
METHOD BLANK: 2992928 Matrix: Water
Associated Lab Samples: 92492788001, 92492788002, 92492788003, 92492788004, 92492788005
Blank Reporting
Parameter Units Result Limit Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
09/04/20 14:07
1,1,1-Trichloroethane
ug/L
ND
0.50
09/04/20 14:07
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
09/04/20 14:07
1,1,2-Trichloroethane
ug/L
ND
0.50
09/04/20 14:07
1,1-Dichloroethane
ug/L
ND
0.50
09/04/20 14:07
1,1-Dichloroethene
ug/L
ND
0.50
09/04/20 14:07
1,1-Dichloropropene
ug/L
ND
0.50
09/04/20 14:07
1,2,3-Trichlorobenzene
ug/L
ND
2.0
09/04/20 14:07
1,2,3-Trichloropropane
ug/L
ND
0.50
09104/2014:07
1,2,4-Trichlorobenzene
ug/L
ND
2.0
09/04/20 14:07
1,2,4-Trimethylbenzene
ug/L
ND
0.50
09/04/20 14:07
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
09/04/20 14:07
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
09/04/20 14:07
1,2-Dichlorobenzene
ug/L
ND
0.50
09/04/20 14:07
1,2-Dichloroethane
ug/L
ND
0.50
09/04/20 14:07
1,2-Dichloropropane
ug/L
ND
0.50
09/04/20 14:07
1,3,5-Trimethylbenzene
ug/L
ND
0.50
09/04/20 14:07
1,3-Dichlorobenzene
ug/L
ND
0.50
09/04/20 14:07
1,3-Dichloropropane
ug/L
ND
0.50
09/04/20 14:07
1,4-Dichlorobenzene
ug/L
ND
0.50
09/04/20 14:07
2,2-Dichloropropane
ug/L
ND
0.50
09/04/20 14:07
2-Chlorotoluene
ug/L
ND
0.50
09/04/20 14:07
4-Chlorotoluene
ug/L
ND
0.50
09/04/20 14:07
Benzene
ug/L
ND
0.50
09/04/20 14:07
Bromobenzene
ug/L
ND
0.50
09/04/20 14:07
Bromochloromethane
ug/L
ND
0.50
09/04/20 14:07
Bromodichloromethane
ug/L
ND
0.50
09/04/20 14:07
Bromoform
ug/L
ND
0.50
09/04/20 14:07
Bromomethane
ug/L
ND
5.0
09/04/20 14:07
Carbon tetrachloride
ug/L
ND
0.50
09/04/20 14:07
Chlorobenzene
ug/L
ND
0.50
09/04/20 14:07
Chloroethane
ug/L
ND
1.0
09/04/20 14:07
Chloroform
ug/L
ND
0.50
09/04/20 14:07
Chloromethane
ug/L
ND
1.0
09/04/20 14:07
cis- 1,2-Dichloroethene
ug/L
ND
0,50
09/04/20 14:07
cis-1,3-Dichloropropene
ug/L
ND
0.50
09/04/20 14:07
Dibromochloromethane
ug/L
ND
0.50
09/04/20 14:07
Dibromomethane
ug/L
ND
0.50
09/04/20 14:07
Dichlorodifluoromethane
ug/L
ND
0.50
09/04/20 14:07
Diisopropyl ether
ug/L
ND
0.50
09/04/20 14:07
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 21

ace Analytical
www.pacelabsxam
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 85 Kwik Mart
Pace Project No.: 92492788
METHOD BLANK: 2992928
Matrix: Water
Associated Lab Samples: 92492788001,
92492788002, 92492788003, 92492788004, 92492788005
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Ethylbenzene
ug/L
ND
0.50
09/04/20 14:07
Hexachloro-1,3-butadiene
ug/L
ND
2.0
09/04/20 14:07
Isopropylbenzene (Cumene)
ug/L
ND
0.50
09/04/20 14:07
m&p-Xylene
ug/L
ND
1.0
09/04/20 14:07
Methyl-tert-butyl ether
ug/L
ND
0.50
09/04/20 14:07
Methylene Chloride
ug/L
ND
2.0
09/04/20 14:07
n-Butylbenzene
ug/L
ND
0.50
09/04/20 14:07
n-Propylbenzene
ug/L
ND
0.50
09/04/20 14:07
Naphthalene
ug/L
ND
2.0
09/04/20 14:07
o-Xylene
ug/L
ND
0.50
09/04/20 14:07
sec-Butylbenzene
ug/L
ND
0.50
09/04/20 14:07
Styrene
ug/L
ND
0.50
09/04/20 14:07
tert-Butylbenzene
ug/L
ND
0.50
09/04/20 14:07
Tetrachloroethene
ug/L
ND
0.50
09/04/20 14:07
Toluene
ug/L
ND
0.50
09/04/20 14:07
trans- 1,2-Dichloroethene
ug/L
ND
0.50
09/04/20 14:07
trans-1,3-Dichloropropene
ug/L
ND
0.50
09/04/20 14:07
Trichloroethene
ug/L
ND
0.50
09/04/20 14:07
Trichlorofluoromethane
ug/L
ND
1.0
09/04/20 14:07
Vinyl chloride
ug/L
ND
1.0
09/04/20 14:07
1,2-Dichloroethane-d4 (S)
%
100
70-130
09/04/20 14:07
4-Bromofluorobenzene (S)
%
102
70-130
09/04/20 14:07
Toluene-d8 (S)
%
104
70-130
09/04/20 14:07
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
2992929
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
54.4
109
60-140
1,1,1-Trichloroethane
ug/L
50
56.0
112
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
50.1
100
60-140
1,1,2-Trichloroethane
ug/L
50
53.1
106
60-140
1,1-Dichloroethane
ug/L
50
50.0
100
60-140
1,1-Dichloroethene
ug/L
50
50.6
101
60-140
1,1-Dichloropropene
ug/L
50
52.2
104
60-140
1,2,3-Trichlorobenzene
ug/L
50
56.6
113
60-140
1,2,3-Trichloropropane
ug/L
50
52.2
104
60-140
1,2,4-Trichlorobenzene
ug/L
50
57.7
115
60-140
1,2,4-Trimethylbenzene
ug/L
50
52.1
104
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
48.0
96
60-140
1,2-Dibromoethane (EDB)
ug/L
50
52,9
106
60-140
1,2-Dichlorobenzene
ug/L
50
51.7
103
60-140
1,2-Dichloroethane
ug/L
50
45.6
91
60-140
1,2-Dichloropropane
ug/L
50
50.9
102
60-140
1,3,5-Trimethylbenzene
ug/L
50
52.5
105
60-140
Qualifiers
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 21

ace Analytical
www.pacelabs.cam
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 85 Kwik Mart
Pace Project No.: 92492788
LABORATORY CONTROL SAMPLE:
Parameter
2992929
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,3-Dichlorobenzene
ug/L
50
53.2
106
60-140
1,3-Dichloropropane
ug/L
50
53.2
106
60-140
1,4-Dichlorobenzene
ug/L
50
51.9
104
60-140
2,2-Dichloropropane
ug/L
50
54.6
109
60-140
2-Chlorotoluene
ug/L
50
51.4
103
60-140
4-Chlorotoluene
ug/L
50
49.5
99
60-140
Benzene
ug/L
50
49.2
98
60-140
Bromobenzene
ug/L
50
51.1
102
60-140
Bromochloromethane
ug/L
50
50.6
101
60-140
Bromodichloromethane
ug/L
50
48.8
98
60-140
Bromoform
ug/L
50
43.1
86
60-140
Bromomethane
ug/L
50
62.2
124
60-140
Carbon tetrachloride
ug/L
50
55.2
110
60-140
Chlorobenzene
ug/L
50
48.2
96
60-140
Chloroethane
ug/L
50
44.3
89
60-140
Chloroform
ug/L
50
48.9
98
60-140
Chloromethane
ug/L
50
41.7
83
60-140
cis- 1,2-Dichloroethene
ug/L
50
48.6
97
60-140
cis-1,3-Dichloropropene
ug/L
50
56.9
114
60-140
Dibromochloromethane
ug/L
50
47.3
95
60-140
Dibromomethane
ug/L
50
51.1
102
60-140
Dichlorodifluoromethane
ug/L
50
41.6
83
60-140
Diisopropyl ether
ug/L
50
48.7
97
60-140
Ethylbenzene
ug/L
50
47.9
96
60-140
Hexachloro-1,3-butadiene
ug/L
50
56.2
112
60-140
Isopropylbenzene (Cumene)
ug/L
50
48.8
98
60-140
m&p-Xylene
ug/L
100
97.8
98
60-140
Methyl-tert-butyl ether
ug/L
50
51.1
102
60-140
Methylene Chloride
ug/L
50
48.8
98
60-140
n-Butylbenzene
ug/L
50
55.1
110
60-140
n-Propylbenzene
ug/L
50
50.2
100
60-140
Naphthalene
ug/L
50
55.4
111
60-140
o-Xylene
ug/L
50
49.8
100
60-140
sec-Butylbenzene
ug/L
50
52.3
105
60-140
Styrene
ug/L
50
50.5
101
60-140
tert-Butyl benzene
ug/L
50
44.8
90
60-140
Tetrachloroethene
ug/L
50
50.1
100
60-140
Toluene
ug/L
50
47.6
95
60-140
trans-1,2-Dichloroethene
ug/L
50
50.8
102
60-140
trans-1,3-Dichloropropene
ug/L
50
55.0
110
60-140
Trichloroethene
ug/L
50
54.1
108
60-140
Trichlorofluoromethane
ug/L
50
43.5
87
60-140
Vinyl chloride
ug/L
50
43.9
88
60-140
1,2-Dichloroethane-d4 (S)
%
97
70-130
4-Bromofluorobenzene (S)
%
99
70-130
Toluene-d8 (S)
%
98
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC, Page 16 of 21

(��aceAnalyfical
www.pacelabs.com
QUALITY CONTROL DATA
Project: 85 Kwik Mart
Pace Project No.: 92492788
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2992930
MS
92492788001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2992931
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
100
100
106
108
106
108
60-140
2
1,1,1-Trichloroethane
ug/L
ND
100
100
123
123
123
123
60-140
0
1,1,2,2-Tetrachloroethane
ug/L
ND
100
100
109
108
109
108
60-140
1
1,1,2-Trichloroethane
ug/L
ND
100
100
113
118
113
118
60-140
4
1,1-Dichloroethane
ug/L
ND
100
100
115
117
115
117
60-140
1
1,1-Dichloroethene
ug/L
ND
100
100
121
123
121
123
60-140
2
1,1-Dichloropropene
ug/L
ND
100
100
121
120
121
120
60-140
0
1,2,3-Trichlorobenzene
ug/L
ND
100
100
103
113
103
113
60-140
9
1,2,3-Trichloropropane
ug/L
ND
100
100
113
107
113
107
60-140
6
1,2,4-Trichlorobenzene
ug/L
ND
100
100
110
116
110
116
60-140
5
1,2,4-Trimethylbenzene
ug/L
176
100
100
297
296
120
120
60-140
0
1,2-Dibromo-3-chloropropane
ug/L
ND
100
100
91.4
91.5
91
92
60-140
0
1,2-Dibromoethane (EDB)
ug/L
ND
100
100
112
114
112
114
60-140
2
1,2-Dichlorobenzene
ug/L
ND
100
100
111
112
111
112
60-140
0
1,2-Dichloroethane
ug/L
40.7
100
100
142
146
101
105
60-140
3
1,2-Dichloropropane
ug/L
ND
100
100
116
119
116
119
60-140
3
1,3,5-Trimethylbenzene
ug/L
ND
100
100
157
157
157
157
60-140
0 M1
1,3-Dichlorobenzene
ug/L
ND
100
100
112
113
112
113
60-140
1
1,3-Dichloropropane
ug/L
ND
100
100
116
114
116-
114
6,0-140
2
1,4-Dichlorobenzene
ug/L
ND
100
100
113
114
113
114
60-140
0
2,2-Dichloropropane
ug/L
ND
100
100
88.5
90.6
88
91
60-140
2
2-Chlorotoluene
ug/L
ND
100
100
123
114
123
114
60-140
7
4-Chlorotoluene
ug/L
ND
100
100
109
111
109
111
60-140
1
Benzene
ug/L
97.4
100
100
208
213
110
116
60-140
2
Bromobenzene
ug/L
ND
100
100
112
112
112
112
60-140
0
Bromochlorom ethane
ug/L
ND
100
100
120
119
120
119
60-140
1
Bromodichloromethane
ug/L
ND
100
100
101
106
101
106
60-140
4
Bromoform
ug/L
ND
100
100
91.1
93.7
91
94
60-140
3
Bromomethane
ug/L
ND
100
100
119
130
119
130
60-140
9
Carbon tetrachloride
ug/L
ND
100
100
117
118
117
118
60-140
1
Chlorobenzene
ug/L
ND
100
100
107
107
107
107
60-140
0
Chloroethane
ug/L
ND
100
100
113
113
113
113
60-140
1
Chloroform
ug/L
ND
100
100
112
114
112
114
60-140
2
Chloromethane
ug/L
ND
100
100
96.5
95.3
96
95
60-140
1
cis-1,2-Dichloroethene
ug/L
ND
100
100
114
115
114
115
60-140
2
cis-1,3-Dichloropropene
ug/L
ND
100
100
111
117
111
117
60-140
6
Dibromochloromethane
ug/L
ND
100
100
101
103
101
103
60-140
2
Dibromomethane
ug/L
ND
100
100
110
113
110
113
60-140
2
Dichlorodifluoromethane
ug/L
ND
100
100
97.5
100
97
100
60-140
3
Diisopropyl ether
ug/L
7.2
100
100
119
120
112
113
60-140
1
Ethylbenzene
ug/L
251
100
100
347
345
96
94
60-140
1
Hexachloro-1,3-butadiene
ug/L
ND
100
100
99.9
110
100
110
60-140
9
Isopropylbenzene (Cumene)
ug/L
13.7
100
100
121
120
107
106
60-140
1
m&p-Xylene
ug/L
620
200
200
822
805
101
93
60-140
2
Methyl-tert-butyl ether
ug/L
596
100
100
740
747
144
151
60-140
1 M1
Methylene Chloride
ug/L
ND
100
100
120
119
120
119
60-140
0
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, -LC. Page 17 of 21

_Fa' ceAnal�/tical
J
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 85 Kwik Mart
Pace Project No.: 92492788
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 2992930
MS
92492788001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
2992931
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
n-Butylbenzene
ug/L
ND
100
100
118
119
118
119
60-140
1
n-Propylbenzene
ug/L
ND
100
100
142
144
142
144
60-140
1 M1
Naphthalene
ug/L
25.0
100
100
138
140
113
115
60-140
1
o-Xylene
ug/L
186
100
100
292
286
106
100
60-140
2
sec-Butylbenzene
ug/L
ND
100
100
117
118
117
118
60-140
1
Styrene
ug/L
ND
100
100
110
111
110
111
60-140
1
tert-Butyl benzene
ug/L
ND
100
100
99.7
100
100
100
60-140
1
Tetrachloroethene
ug/L
ND
100
100
109
108
109
108
60-140
1
Toluene
ug/L
599
100
100
692
708
93
109
60-140
2
trans-1,2-Dichloroethene
ug/L
ND
100
100
121
122
121
122
60-140
1
trans-1,3-Dichloropropene
ug/L
ND
100
100
104
112
104
112
60-140
7
Trichloroethene
ug/L
ND
100
100
123
125
123
125
60-140
2
Trichlorofluoromethane
ug/L
ND
100
100
106
109
106
109
60-140
3
Vinyl chloride
ug/L
ND
100
100
106
107
106
107
60-140
0
1,2-Dichloroethane-d4 (S)
%
102
99
70-130
4-Bromofluorobenzene (S)
%
99
99
70-130
Toluene-d8 (S)
%
98
101
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC.
Page 18 of 21

aceAnaoical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: 85 Kwik Mart
Pace Project No.: 92492788
le7:119UNIN [e7pt;'?
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
ANALYTE QUALIFIERS
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/08/2020 04:59 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 21

ceAnalytical
www.pacelabs.cam
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 85 Kwik Mart
Pace Project No.: 92492788
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92492788001
MW-4A
SM
6200B
564650
92492788002
MW-8AR
SM
6200B
564650
92492788003
DW-1
SM
6200B
564650
92492788004
WSW -Ring Power
SM
6200B
564650
92492788005
TRIP BLANK
SM
6200B
564650
Date: 09/08/2020 04:59 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical
Batch
Page 20 of 21

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Beverly, Trudy
From: Beverly, Trudy
Sent: Monday, October 5, 2020 2:00 PM
To: 'Kevin Stachura'
Subject: RE: [External] 85 Kwik Mart - Incident 13401
Received.
Trudy
Trudy Beverly, L.G.
D
IE �1
Hydrogeologist, Division of Waste Management
_ North Carolina Department of Environmental Quality
Q�
LF Pa.rI n. of Lnorun,w 0MOT ` UST Section, Mooresville Regional Office
704.235.2182 (Office)
Trudy. B everlykncdenn gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Office Mailing Address:
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Branch's Underground Storage Tanks Website Address: ht_pt s://deg.nc.gov/about/divisions/waste-management/ust
Branch's Above Ground Storage Tanks Website Address: hgps:Hdeg.nc.gov/about/divisions/waste-management/ust/ast-proeram
INTERACTIVE MAPS WITH DWM SITES AND PERMITTED FACILITIES:
httns://deu.nc. eov/about/divisions/waste-manaeement/waste-manaeement-rules-data/waste-manaeement-eis-mans
File Review Procedures:
ht_pt s://deq.nc.gov/about/divisions/waste-manaeement/ust/file-review-procedures#mooresville-regional-office
ONLINE ACCESS TO UST SECTION DOCUMENTS (Laserfiche):
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From: Kevin Stachura [mailto:[e-mail]]
Sent: Wednesday, September 30, 2020 5:14 PM
To: Beverly, Trudy <[e-mail]>
Subject: [External] 85 Kwik Mart - Incident 13401
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
m c nc. ov
Hi Trudy,
Attached is a copy of the 85 Kwik Mart monitoring report for the August 2020 sampling event.
If you have any questions, please feel free to contact me.
Thank you,
Kevin Stachura
Staff Geologist
SHIELD ENGINEERING, INC.

4301 Taggart Creek Road
Charlotte, NC 28208
[phone] -office
[phone] -cell
[e-mail]
Shield Engineering is a common sense provider of Environmental, Engineering Design, Geotechnical
Engineering and Risk Management Services.
This message is intended only for the use of the addressee and may contain information that is PRIVILEGED and CONFIDENTIAL,
and/or may contain ATTORNEY WORK PRODUCT. If you are not the intended recipient, you are hereby notified that any
dissemination of this communication is strictly prohibited. If you have received this communication in error, please erase all copies
of the message and its attachments and notify us immediately. Thank you.