MO-4267_13401_CA_MRP_20210930_Semi-Annual Monitoring Report

SHIELD
ENGINEERING
MONITORING REPORT
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, CABARRUS COUNTY, NORTH CAROLINA
GROUNDWATER INCIDENT NO. 13401
Shield Project No. 1090060
Period: February 2021— September 2021
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
Kevin P. Stachura
Staff Geologist
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
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September 30, 2021
Witner, L.G.
License #916
4301 Taggart Creek Road www.shieldengineering.com Telephone [phone]
Charlotte, NC 28208 License No. F-0856

ABLE OF CONTENTS
Page 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 Iso concentration 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
hnps://shieldengineeringl.shai-epoinl.coni/siles/Projecls/Shm-ed Documenrs/Genei-ul/100911090060-01 85 Kivik Mcn-dReporls/Seplember 20211MO-
4267 13401_CA_URP 20210930_Semi-Annual Moniloring Reporl.doc
SHIELD
ENGINEERING

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2021
Incident#: 13401 Page 1
1.0 DISCUSSION OF SAMPLING RESULTS
1.1 Site Monitoring Re uirements:
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-lA, 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
l�t�
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 Thicknes.s(s):
1.2.1 Date(s) of Sampling Event: September 3, 2021
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
SHIELD
ENGINEERING

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2021
Incident#: 13401 Page 2
1.2.3 Groundwater Elevation Data:
■ Groundwater elevation data for the September 2021 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
Re ortin Period
• EPA Method 6200B
Monitoring
(5) (1)
Wells
(MW-4A, MW-8AR, DW-1)
Water Supply
■ EPA Method 6200B
Wells
(WSW -Ring Power Crane)
(1) Pre -Approval 1 ask Authorization TA-13401-29.
■ MW-15A was not sampled during the September 2021 sampling event.
Shield was unable to bail MW-15A due to possible sediment blockage at 3 feet below the
top of casing.
■ 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
SHIELD
ENGINEERING

85 Kwik Mart Monitoring Report
Concord, Cabanas County, North Carolina September 30, 2021
Incident#: 13401 Page 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.
SHIELD
ENGINEERING

85 Kwik Mart Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2021
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-4A, MW-
5, and DW-1, as well as water supply well WSW -Ring Power Crane during the February
2021 sampling event.
• 1, 2-dichloroethane (1, 2-DCA) was detected over the NCDEQ gross contaminant level
(GCL) in monitoring well MW-5.
• Free product was not detected during this monitoring period.
0 When compared to the February 2021 sampling event, the overall concentration of volatile
organic compounds (VOCs) has increased in monitoring well MW-4A.
• When compared to the February 2021 sampling event, the overall concentration of volatile
organic compounds (VOCs) has decreased in monitoring wells MW-5 and DW-1.
0 The 1,2-DCA concentration in water supply well WSW -Ring Power Crane has increased
above the 2L Standard.
0 Dissolved phase constituents of concern have increased above laboratory analytical detection
limits but continue to remain below the 2L Standards for the sample collected from
monitoring well MW-8AR during the September 2021 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 include the sampling of WSW -Ring Power Crane, with the next event report due by
March 31, 2022.
Looking at the historical groundwater analytical results for MW-15A, Shield recommends
drilling another monitoring well in place of MW-15A.
SHIELD
ENGINEERING

85 Kwik Mart
Monitoring Report
Concord, Cabarrus County, North Carolina September 30, 2021
Incident#: 13401 Page 5
4.0 STATEMENTS & CERTIFICATION
1
Enter the date the monitoring report was due. 9/30/21. Will this report be submitted
YES
NO
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
r 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. ���,,Q,•�crrj��;.,� ..
dl�A�`�� �I•rOF �'.
t
SE
916
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0-a� ( ti
`rPa rrr qao 09'
� an�,n.'�•4'(�� .mow
lss.,, its G;i �f�'� •
Rio.
(Affix Seal and Signature)
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).
R_
SHi
ELD
I �I ENGINEERING

85 Kwik Mart Monitoring Report
Concord, Cabanas County, North Carolina September 30, 2021
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 no way 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.
SHIELD
ENGINEERING

FIGURES

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L
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N
GRAPHIC SCALE
0 1,000 2,000
SCALE: 1 in. = 2,000 ft.
SOURCE: NATIONAL GEOGRAPHIC USGS TOPO, 7.5 MINUTE MAP
SERIES, CABARRUS COUNTY, NORTH CAROLINA

HUDDLE
HOUSE /
TEXACO
N
I *MW-14 -- _ _ _
- - /
LEGEND
WSW -RING POWER CRANE
RING POWER CRANE
DAMSON HIGHWAY
MW-8A-- _—
_
I a Q
MW-BAR MW 8
y—
MW-qqA
MW-4ARIW-9
vue
MW 13 FORMER
z a
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UST BED
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*
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DIESEL
MW-3 I
MW-1
$MW-5
PUMPS
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WE-5 SVE-1
SPARGE 1
8 SPARGE 3
DW 1
MW-6A* $ MW-6
ASPHALT
J
I
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III
MW-2
I
t
I
)EMW-10
WOODED AREA
DW-2
I
I+
I
Ij
f
1
MONITORING WELL
MW-11
®
DEEP MONITORING WELL
❑�
AIR SPARGE WELL
B
SOIL VAPOR EXTRACTION WELL
WATER SUPPLY WELL
— — —
PROPERTY BOUNDARY
ABANDONED OR DESTROYED
MONITORING WELL
GRAPHIC SCALE Wl TAGGART CREEK ROAD
0 10 20 30 40 50 60 SHIELD "'01,3044mm
F1ARLpifE, NC 26T06
ngi
SCALE: t in. = 60 ft. ENGINEERING, INC. "'e'tle"°'""""°`°'"
SITE MAP
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
NOTES:
1. REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3. DATE : 09/29/21 DRAWN BY: KPS
2. ALL LOCATIONS ARE APPROXIMATE. SCALE : AS SHOWN FIGURE : 2

LEGEND
O SITE SOURCE
N
+ WATER SUPPLY WELL
/
5601570232 PROPERTY IDENTIFICATION NUMBER
0
0
x
/
/
z
x
ROWAN / CABARRUS
z
COMMUNITY COLLEGE
/
RING
POWER
CRANE
OFFICES
CIRCLE K
5601484387
�
5601489246
5601572898
DAVIDSON HIGHWAY
5601571813
ppVID50N HIGIA*M
HUDDLE
HOUSE /
O
TEXACO
SITE
5601474437 5601476584
5601570232
VACANT /
I
\
5601572385
NOTES:
.%5601465847
1. REFERENCE SEI PROFESSIONAL SERVICES, P.C. FIGURE
O.
v`bb
AND CABARRUS COUNTY, NORTH CAROLINA GIS
1116
2. ALL LOCATIONS ARE APPROXIMATE.
\
CGS
\
GIST TRAILERS
�OO
GRAPHIC SCALE
0 100' 200' 300'
SCALE: 1 in. = 300 ft.
\
yF�
4301 TAGGART CREEK ROAD
SHIELD CHARLOTTE,.. 28208
\ \�
\
`g5
ENGINEERING, INC. """vshie1d-gi—""g—
1,500' RADIUS MAP
'So
O
MART
Yos Q
5007 DAVIDSON WAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
IJ
i
DATE : 08/21 /09
DRAWN BY: RBS
SCALE : AS SHOWN
FIGURE : 3

WSW -RING POWER CRANE
RING POWER CRANE
N
7 *MW-14 -- -- _
- - /
DAVIDSON HIGHWAY
u l MAy� 1MW
Its MW-$ ""'9
MWSAR� FORMER
� MW-9R
9R��
I [61.35) 1 33qq (NMI
Z a SVE-4 ❑� NMI 1 FUEL CANOPY I I
g $ �SPARGE 7 UST BED 1
j MW-13
I MW 15A IILlS Ir
(NM) MW54A� �_�
HUDDLE I VA
HOUSE / M M`15 6� 50 �� GE 2 SVE-2 I
TEXACO 61.75'KV 1 YXVE
MW-1 DIgSIPARC
� (NM MW-3 !
I 6-L.00, i s(IPU62.15' SVE-1 E 1 If
8 SPARGE 4 DWIl I
MM I-6A$$(NW-6 8 I
MW-12 SPARGE 3 ASPHALT
r NMI
E MW-7 SVE-3
(NMI
MW-2
(NMI I
I
I (
)KMW-10 [
II
DW 2 a WOODED AREA J
I I
I i !
I I I
LEGEND f
I
MONITORING WELL
®
DEEP MONITORING WELL
ABANDONED OR DESTROYED
MONITORING WELL MW-11
Foil
AIR SPARGE WELL
8
SOIL VAPOR EXTRACTION WELL
WATER SUPPLY WELL
- — —
PROPERTY BOUNDARY
(ft)
FEET
(62.35)
GROUNDWATER ELEVATION (ft)
[62.501
GROUNDWATER ELEVATION (ft)
NOT USED IN CONTOURING
(NM)
NOT MEASURED
- — —
GROUNDWATER ELEVATION CONTOUR LINE (ft)
-�
GENERALIZED GROUNDWATER FLOW DIRECTION
ITE5:
REFERENCE: SEI PROFESSIONAL SERVICES, P.C. SITE MAP FIGURE 3.
ALL LOCATIONS
ARE APPROXIMATE.
DEPTHS TO
GROUNDWATER GAUGED ON 09/03/21.
CONTOUR INTERVAL - 0.75 FOOT.
GRAPHIC SCALE
10 20 30 40 50 60
CHARLOTTE, NO 26200
IOSHIELD.01 TAGGART CREEK ROAD
704394.6913
70 394-6 68 f
ENGINEERING, INC. "1e'"Bngi—nngmm
SCALE: 1 in. = 60 ft.
GROUNDWATER ELEVATION CONTOUR MAP
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
DATE : 09/29/21
1 DRAWN BY: KPS
SCALE : AS SHOWN
I FIGURE: 4

N
7MW14
I — —
S
HUDDLE I
I
I * i
HOUSE /
MW-15rr,
TEXACO
I
Q
I
I
MW-12
p
(NSi
I
jII
I
I
I
I
�
; )KMW-10
LEGEND
WSW -RING POWER CRANE
IND]
RING POWER CRANE
DAVIDSON HIGHWAY
MW-8A
MW-8—w MW- A
________ IN51 INsWi -9
Mw0BAR� �n
SVE-4 UEL FORMER MW-4
Mw.1 FCANOPY I
�� UST BED i
SPARGE 5
—� MW-13W-4
15A (NS) MW-4A u5) Ij
SPARGE 2 %,0*1 1A ❑� SVE-2
'moo KWIK MART/ OOp� �w�� DIESEL # MW-3
0 r �r>ow�v}5� �•-`-"Is' ; PUMPS
SPARGE 4 S� �VE-1 SPARGE 1
`_SPARGE 3
M(W)-6A�MW 6 , AS
MW-7 $ ❑e SVE-3
(NS) * MW-2
(NS)
$ MONITORING WELL
® DEEP MONITORING WELL
ABANDONED OR DESTROYED
MONITORING WELL MW-11
Q AIR SPARGE WELL GRAPHIC SCALE
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
(1060) BENZENE CONCENTRATION(ug/L)
[ND] BENZENE CONCENTRATION (ug/L) NOT USED
IN CONTOURING
BENZENE ISOCONCENTRATION CONTOUR LINE (ug/L) DERIVED FROM
CURRENT MARCH 2O21 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 09/03/21.
4. CONTOUR INTERVALS = AS SHOWN.
WOODED AREA
40 SHIELD ; ��� G Z��ROAD
ENGINEERING, INC. """&melee"g.—"°`°"
BENZENE ISOCONCENTRATION MAP
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060
DATE : 09/29/21 DRAWN BY: KPS
SCALE : AS SHOWN FIGURE : 5

N
7 MW-1 — — _
HUDDLE
HOUSE / I
TEXACO
I �
I �
3 MW-12 p
0 fNSi
i
N I
LEGEND
WSW -RING POWER CRANE
[8.61
RING POWER CRANE
DAVIDSON HIGHWAY
MW-8A—
W aa MW 8 MVI A W 9
I U iLl MW-8AR (NS)
INS!
n a f9.57} FORMER
1 mw-1 A
!+I SVE-4 ©* `"S' UEL CANOPY I
�PA GE 5 s,yy UST BED I
IOC rr f►3' MW 4A IHW.4
M -15A
❑ SVE-2
(15 INir p ^ SPAR X (NS) A
C WIKMAR$ MW-1 # DIESEL $ MW-3
PUMPS
I `- SHE'S= VE-1 [vcS ARGE 1 I+
SPARGE 4
MWS -6A$$MW6 SPARRGGE3 l
(1
ASPHALT
I MW-7 SVE-3 IJI
(NS) QMW-2
(NS)
I
I
* MW-10 I
II
[ WOODED AREA +
I I
$
MONITORING WELL
®
DEEP MONITORING WELL
ABANDONED OR DESTROYED
MONITORING WELL
Q
AIR SPARGE WELL MW-11
8
SOIL VAPOR EXTRACTION WELL GRAPHIC SCALE
0 10 20 30 40 50 60
WATER SUPPLY WELL
4=I tAGGART CREEK ROAD
— — —
PROPERTY BOUNDARY SCALE: 1 in. = 60 ft.
CHARLOTTE, NG 2UM
SHIELD
(ug/L)
MICROGRAMS PER LITER
rowa.ac a
to 30 dm
(7780)
MTBE CONCENTRATION (ug/L)•
ENGINEERING, INC. •.n�ewm
[1.6]
CONCENTRATION (ug/L) NOT USED
IN CONTOURING
IN CONTOURING
MTBE ISOCONCENTRATION MAP
— — —
MTBE ISOCONCENTRATION CONTOUR LINE (ug/L) DERIVED FROM
CURRENT MARCH 2O21 HISTORICAL DATA
85 KWIK MART
(ND)
NOT DETECTED AT OR ABOVE LABORATORY
5007 DAVIDSON HIGHWAY
(NS)
DETECTION LIMITS
NOT SAMPLED MTBE METHYL-TERT-BUTYL ETHER
CONCORD, NORTH CAROLINA
NOTES:
SHIELD #1090060
1. REFERENCE: SEI PROFESSIONAL P.C. SITE MAP FIGURE 3.
DATE 09 / 29 / 3021
DRAWN BY: KPS
2. ALL LOCATIONS
ARE APPROXIMATERVICES,
EDON09/03/21.
4. CONTOUR IINTERVAS=ASSSHOWN.
SCALE AS SHOWN
FIGURE : 6

HUDDLE
HOUSE /
TEXACO
WSW -RING POWER CRANE
Iz11
N
7 3kMW-14 -- _—_
- - /
RING POWER CRANE
DAVIDSON HIGHWAY
MW-8A — —
11V•
LLJ
a
o(BMW-?3A—
MW-8 (NS)
Mw•aAR—�
R
[+•NI�fttE
Z A �SVF�
:5 5�'
sPA Eli
/�a
�`W-15A
1
_ !MW-13 $ MW-4 \
4
(NS) MW-4A N+Sl�
�I t * iNS1
— (7 M\W\
.,���� MW-1A
KWIK(AART �MW'T, �E'
f 4*MW-5 NI] h
_ SV£ 51) SVE-1 •
=- PARGE 4
`SPARGE 3 �-I2.zl
MW-6A$ MW-6����f
(NS) (Ns1 ASPHALT
I
r
Awn
*MW-7 SVE-3
e MW-2
(NSI
I
DW-2 1
I
LEGEND
MONITORING WELL
® DEEP MONITORING WELL
ABANDONED OR DESTROYED
MONITORING WELL
❑� MW-11
AIR SPARGE WELL 3�E
GRAPHIC SCALE
8 SOIL VAPOR EXTRACTION WELL 0 10 20 30 40 50 60
WATER SUPPLY WELL
PROPERTY BOUNDARY SCALE: 1 in. =60ft.
(ug/L) MICROGRAMS PER LITER
(591) 1,2-DICHLOROETHANE CONCENTRATION (ug/L)
[2.2] 1,2-DICHLOROETHANE CONCENTRATION (ug/L) NOT USED
IN CONTOURING
- — — 1,2-DICHLOROETHANE ISOCONCENTRATION CONTOUR LINE (ug/L)
DERIVED FROM CURRENT MARCH 2O21 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 09/03/21.
4. CONTOUR INTERVALS = AS SHOWN.
WOODED AREA
INW 9
I
UST BED I
❑� SVE-2
l
iEQ MW-3
L
(NS)
SHIELD ,, CREEK ROAD
e
W
ENGINEERING, INC. ""°°ishie1een°'" fl,gm,
1,2-DICHLOROETHANE �laP2-DCA)
ISOCONCENTRATIO
85 KWIK MART
5007 DAVIDSON HIGHWAY
CONCORD, NORTH CAROLINA
SHIELD #1090060-01
DATE :
9/29/2021
DRAWN BY: KPS
SCALE :
AS SHOWN
FIGURE : 7

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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
6/28/02
NA
DRY
NA
NA
<59.87
11 /8/07
NA
>40.03
NA
NA
<60.04
5/13/09
1 40.12
>40.07
0.08
NA
<60.00
MW=1A
6/7/2002
99.96
2
55
Unknown
6/28/02
NA
40.70
NA
NA
59.26
3/24/03
NA
40.03
NA
NA
59.93
11J8/07
NA
40.43
NA
NA
59.53
9/4/08
NA
41.42
NA
NA
58.54
5/13/09
54.91
40.57
0.09
14.34
59.39
9J13J10
1 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
9/13/13
54.91
40.97
0.09
13.94
58.99
1OJ20/15
54.91
41.67
0.09
13.24
58.29
MW-2
111011997
98.81
2
43.5
Unknown
10722799
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
3/24/03
NA
39.23
NA
NA
59.58
1118J07
NA
39.91
NA
NA
58.90
9/4/08
NA
40.75
NA
NA
58.06
5/13/09
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
9/13/13
42.71
40.25
0.79
2.46
58.56
MW-3
1/10/1997
100.00
2
43.5
Unknown
10/22/99
NA
38.71
NA
NA
61.29
7/7/00
NA
38.73
NA
NA
61.27
5/8/01
NA
39.56
NA
NA
60.44
10J17/01
NA
39.95
NA
NA
60-05
6/28/02
NA
40.65
NA
NA
59.35
3/24/03
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
58.72
5/13/09
43.00 1
40.61
0.50
2.39
59.39
11/13/12
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
44.4
Unknown
10/22/99
NA
40.03
NA
NA
60.07
7/7/00
NA
DRY
NA
NA
<55.70
5J8/01
NA
DRY
NA
NA
<55.70
10/17/01
NA
41.94
NA
NA
58-16
6/28/02
NA
DRY
NA
NA
<55.70
5/13/09
Well paved -over
hltps://shieldengineeringl.sharepoini.com/siles/Projects/Shared Documents/Genera l/2009/1090060-01 85 Kwk MarUReports/September 2021/His[GW Elev Page 1 of 5

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-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
11/13/12
55.03
43,20
-0.03
11,83
56.88
9113./13
55,03
43.10
-0.03
11.93
56.98
2/21/14
55.03
42.69
-0.03
12,34
57,39
2/26/15
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
55.03
42.30
-0.03
12,73
57.78
8/3/17
55.03
42.36
-0.03
12.67
57.72
2/5118
55.03
43.12
4.03
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
2/17/21
55.03
38.83
-0.03
16.20
61.25
9/3/21
55,03
38,52
-0.03
16.51
61.56
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
9/4108
Well not located
5/13/09
Well paved -over (uncovered 10/30/09)
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
5829
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
5821
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
58A 0
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
42.34
2.81
57.87
8/30/18
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
3952
-2.34 1
5.52
60.58
8/26/20
NS - Could not access to well, property contained several pre -built shed structures
for sale onsite and one was p1111laced over MW-5.
2/17/21
45.04
38.13
-2.34
6,91
61.97
9/3/21
45.04
37.75
-2.34
7,29
62.35
MW-6
711711997
99.47
2
43
Unknown
10/22/99
NA
4275
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
10/17/01
NA
42-14
NA
NA
57,33
6/28J02
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
036
56.65
t
6/712002
99.44
2
55
Unknown
6/28102
NA
43.08
NA
NA
56.3fi
3/24/03
NA
42.64
NA
NA
56.80
11/8/07
NA
42.93
NA
NA
5651
https://shieldengineeringl sharepoint cam/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Mart/Reports/September 2021/HIsl GW Elev Page 2 or 5

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
(feel)
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-6A
CONT.
9/4/08
NA
43.94
NA
NA
55.50
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
11/13/12
54.65
42.82
0.35
11.83
56.62
9/13/13
54.65
42.66
0.35
11.99
56.78
MW-7
7/17/1997
98.73
2
43
Unknown
717100
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
5T56
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 NCIJOT
MW-8A
6/7/2002
99.46
2
55
Unknown
6/28/02
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
5/13/09
54.06
43.15
0.94
10.91
56.31
9/13/10
54,06
41.87
0.94
12.19
57.59
2124111
54.06
42.51
0.94
11.55
56.95
11/13/12
54.06
42.58
0,94
11.48
56.88
9/13/13
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
8/1Oil 6
50.38
41.07
-0.38
9.31
58.51
2114117
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
1 40.91
-0.38
9.47
58.67
8/15/19
50.38
39.39
-0.38
1099
60.19
2/7J20
50.38
39.88
-0.38
10.50
59.70
8/26/20
50.38
38.76
-0.38
11.62
60.82
2/17/21
50.38
38.35
-0.38
12.03
61,23
9/3/21
50.38
38.23
-0.38
12.15
61.35
MW-9
8128/1997
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
4118
NA
NA
59.56
3/24/03
NA
40.55
NA I
NA
60.19
9/4/08
Well not located
5/13/09
Well paved -over (uncovered 10/30/09)
10/30/09
41.72 40.98 0.58 0.74 59.76
2/26/15
Abandoned by NC[]OT
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
9/13/13
50.01
41.51
-0.01
8.50
NA
2/26/15
Abandoned by NCDOT
htlps://shieldengineeringt-sharepoinl,com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik MarUReporls/September 2021/Hisl GW Elev Page 3 of 5

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-9AR
10/20/2015
102.45
2
52
42'-52'
10/20/15
51,90
43.91
0.16
7.99
58.54
2/17/16
51.90
43.22
0,10
8.68
59.23
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
3/24/03
NA
34.97
NA
NA
56.46
9/4/08
Well not located
5/13/09
Well not located
11/13/12
Well not located, likely destroyed
MW-11
Unknown
84.38
2
40
Unknown
717100
NA
30.43
NA
NA
53.95
5/13/09
Well not located
11/13/12
Well not located, likelydestro ed
MW-12
Unknown
94.90
2
42
Unknown
5/8/01
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
9/13/10
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
99.81
2
43
Unknown
10/22199
NA
40.98
NA
NA
58.83
7/7/00
NA
41.36
NA
NA
58.45
5/8/01
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
5/13/09
43.00
42.63
0.00
0.37
57.18
MW-13A
6/7/2002
9978
2
55
Unknown
6/28/02
NA
43.22
NA
NA
56.56
3/24/03
NA
42.95
NA
NA
56.83
1118/07
NA
43.07
NA
NA
56.71
9/4/08
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
5T57
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
8/7/15
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
10045
2
449
Unknown
7/7/00
NA
41.63
NA
NA
58.82
5/8/01
NA
42.68
NA
NA
57.77
10J17101
NA
43.09
NA
NA
5T36
3/24/03
NA
43.57
NA
NA
56,88
9/4/08
Well not located
5/13/09
45.14
43.76
-0.24
1.38
56.69
9/13/10
45.14
42.49
-0.24
2.65
57.96
2/24/11
45,14
4113
-0.24
2,01
57.32
10/10/12
45.14
42.86
-0.24
2.28
57.59
10/10/12
Well Abandoned
MW-15
Unknown
99.58
2
41.65
Unknown
1DJ22199
NA
40.78
NA
NA
58.80
7/7/00
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 1
0.09
NA
<58.02
htlps://shieldengineeringl-sharepoint.com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Ma WReports/Sep[ember 2021/His[ GW Elev Page 4 of 5

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-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
5113109
51.18
41.40
NA
9.78
56.07
9/13/10
51.18
40.03
NA
11.15
57.44
2/24/11
51.18
40.82
NA
10.36
56.65
11/13/12
51.18
40.30
NA
10.88
57.17
9/13113
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
2117116
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
2/5/18
51.18
40.71
NA
10.47
56.76
S/3011.8
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-
9/3/2021
INS
- Well blocked by
Mud at 3'
DW-1
7/21/1997
99.73
99.65
2
50
Unknown
717100
NA
38.84 NA NA
60.89
6001
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
9/4108
Well not located
5/13/09
Well paved -over luncovered 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 casin 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
5425
41.78
NA
12.47
57.87
9113113
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
2/17/16
54.25
40.66
-4.25
13.59
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
-425
15.75
61.15
2/4/20
54.25
38.74
-4.25
15,51
60.91
8/2&20
54.25
16.51
-4.25
37.74
83.14
2/17/21
54.25
37.81
-4.25
16.44
61.84
9/3/21
54.25
37.15
-4,25
17.10
62.50
DW-2
Unknown
89.63
2
55,00
Unknown
7/7/00
NA
32.57
NA
NA
57.06
5/B/O1
NA
39.45
NA
NA
50.18
10/17/01
NA
33.78
NA
NA
55.85
6/281/021
NA
38.43
NA
NA
51.20
3/24/03
NA
33.67
NA
NA
55 96
5/13109
Well not located
11/13/12
Well not located, likely desiroyed
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-:
https://shieldengineefing1.sharepoin4com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik MarUReporls/September 2021/Hist GW Elev Page 5 of 5

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Analytical Method --->
Analyte------->
2L Standard
G CL
Sample Date
Location Sam led
M W -1 12/15/00
10/17/01
411 1/02
6/28/02
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
EPA 602 601/602 or 6200B
Ethyl-
Total
Naph-
Methyl -tent-
Diisopropyl
1,2-Dichlom
Benzene
Toluene
benzene
Xylenes
thalene
butyl ether
ether (IPE)
ethane
(MTBE)
1.0
600
600
500
6
20
70
0-4
5,000
260.000
1 84.500
85,500
6,000
20,000
70,000
400
(ug/1)
(ug/1)
(ug/1)
(ug/1)
I (ug/I)
(ug/1)
(ug/1)
(ug/1)
4,990
4,700
675
2,530
1 NR
1,730
<250
NR
Dry
6-636
6.220 625 2.540
TNR
1.720
425
NR
3/24103
1 13
11/8/07
<1.0
9/4/08
<1.0
5/13/09
ND
9/13/10
ND
2/24/11
ND
11/13/12
ND
9/13/13
ND
MW-2
8120/01
1250
4/11/02
1Q 60
3J24/03
<1.0
1118/07
<1.0
9/4/08
0.16
5113109
ND
9/13/10
ND
MW-3
3/13
4/11/02 856
3124103 <1-0
11/8/07 <1.0
9J4J08 <1.0
5/13/09 ND
1111a/12 ND
9/13/13 ND
777700
12/15/00 2.8
5/8101
4/11/02 452
6/28/02
<5.0
<1.0
<2.0
<1.0
<1-0
<3.0
<1.0
<1.0
<1,0
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
21,900
2,050
12,95(
15,400
1,740
8,900
<5-0
<1.0
<2.0
<1.0
<1.0
<3.0
<1-0
<1-0
<1-0
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
547
170
360
358
96
254
<5.0
<1.0
<2.0
<1,0
<1.0
<3.0
ND
ND
ND
I
<2.0
<1.0 T
<2.0
20
1 ND I
ND
NR
NR
NR
NR
ND
NR
NR
NR
NR
NR
NR
ND
ND
ND
ND
NR
R
NR
NR
4-7
)TT
1-4
10,900
<5.0
2.2
56
73.2
50.6
49.6
15
4.3
2,100
1,230
<5.0
1.4
4.0
ND
ND
ND
524
428
ND
6.0
<1.0
<1.0
ND
<5.0
<1A
<1.0
ND
ND
ND
ND
ND
285
330
<5.0
<1-0
<1.0
ND
ND
39
84
NR
NR
<1.(
<1.t
NR
ND
ND
NR
NR
<1.0
1.2
NR
3.7
3.0
1.1
ND
NR
NR
NR
<1.0
<1.0
NR
ND
ND
NR
NR
hLIps://shieldengineeringl.sharepoint-cam/siles/Projects/Shared DocumenlslGeneral/2009/1090060-01 85 Kwik MarL/Reports/Seplember 2021/Historical GW Results Page 1 of 6

Table 4: Summary of historical Groundwater Analytical Results
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus Comity, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Method --->
EPA 602, 601/602 or 6200B
-Analytical
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
Dil. sopropyl
ether(IPE)
1,2-Dichloro
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5,000
260 000
84.50
85.500---r
6,000
20,000
70,000
400
Sample
Location
Date
SarnHad
(ug/1)
(ug/I)
(ug/1)
(ug/I)
(ug/I)
(ug/1)
(ug/1)
MW-4A
6/30/02
21.4
88.5
27.2
133
NR
93.1
2.0
NR
W24/03
32
67
8,3
68
NR
460
12
NR
11/8/07
11
11.2
13,7
13.4
NR
46.8
2.2
.9.5
9J4J08
66
200
110
210
NR
84
3.3
19
5/13/09
96.6
364
114
278
NR
45.7
9.5
NR
9113110
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
2/26/15
106
319
167
368.7
ND
218
3.8
19.5
2/17/16
77.1
221
156
356.E
5.6
517
8.2
36.7
2/14/17
160
905
383
1123
ND
1140
14.5
71.3
8/3/17
86.8
761
185
624
ND
1150
12.4
68.5
2/5118
79.6
560
149
346
ND
1060
10.8
67.4
8/30/18
59.1
365
130
553
ND
876
10.4
54
2/18/19
33.4
171
72.4
1 218
ND
779
8.1
41.6
8/15/19
40.7
254
85.8
2926
ND
803
9-5
48.8
2/7/20
30.5
132
54.2
138.1
ND
689
7-4
41.8
8126120
97.4
599
251
806
25
596
7.2
40.7
2/17121
50.1
359
150
409
15.3
245
2.7
14.7
9/3/21
50.3
354
137
405-3
21.8
314
4.2
23
MW-5
12/15/00
<1-0
<1.0
<1.0
<2.0
NR
16.7
<5.0
NR
4/11/02
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 10134109)
10J30/09
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
2/24A 1
1,040
96.1
382
2,120
312
2,710
49.0
362
6/15/11
1,020
2,600
175
4,220
314
11,520
31.7
254
9L26J11
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
1955.1
275
3,890
55.9
442
8/29/14
1,250
95.9
1020
3,757.0
581
4,960
70.6
639
2/26/15
1,040
75.2
602
1,570
303
5,610
63,1
540
8/7/15
938
66.9
757
1,830
1 311
5,090
69.9
487
2/17/16
568
33
345
562
235
4,720
53-7
407
8/10/16
1.360
56.3
503
677
311
6.680
1 80.9
630
2/14/17
2.990
229
1 040
1 919.30
468
8,890
117
832
8/3/17
1,210
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
662
681
747
289
9,040
99
812
2118119
811
46.1
420
438
242
8,590
81.9
632
8/15/19
1,220
54-4
440
459
ND
9,980
104
786
217120
1 890
757
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.
2/17/21
1.830
94-7
821
1130
322
10.500
98
770
9/3/21
1060
107
348 1
510.6
211
7,780
73.7
591
MW-6
12/15/00
500
398
30
222
NR
568
324
NR
4/11/02
21.8
1.3
1.1
2.2
NR
59.1
59-8
NR
6/28/02
Dry
https://shieldengineering1 sharepoinl com/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Mart/Reporis/September 2021/Historical GW Results Page 2 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
Method --->
EPA 602, 601/602 or 6200B
-Analytical
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
Dusopropyl
ether (IPE)
1,2-Dichlora
ethane
2L Standard
1.0
600
600
500
6
20
70
0.4
GCL
5,000
260,000
84,500
1 85,500
6.000
20,000
70 000
400
Sample
Location
Date
Sam led
(ug/I)
(ugll)
(ug/I)
(ug/I)
(ug/I)
(ug/1)
(ug/1)
(ug/1)
MW-6A
6/30/02
ND
NO
NO
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
0.22
5.4
914108
<1-0
0.37
0.18
<1.0
NR
<1.0
<1.0
6.5
6113109
NO
ND
NO
ND
NR
110
13A
NR
9./13/10
ND
NO
NO
ND
ND
18.9
2.6
20.5
2124/11
ND
ND
NO
ND
ND
36.6
3.7
24.0
11/13/12
ND
NO
NO
NO
NO
101
8.1
47.9
9/13/13
ND
ND
NO
ND
ND
1
ND
7.4
MW-7
i7J15100
975
<50
<50
<100
NR
2,580
<250
NR
4/11/02
785
ND
NO
ND
NR
765
155
NR
6/28/02
Dry
9/4/08
D
5/13/09
Dfy
11/13/12
Dry
9/13/13
Dry
MW-8
12/15/00
273
[2640
20
1 <10
1 73
1 NR
1 922
1 308
1 NR
4/11102
100
1 125
I 690
NR
890
355
NR
6/28/02
Dry
2/26/15
ABANDONED BY NCDOT
MW-8A
6/30/02
NO
ND
ND
ND
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
NO
ND
ND
ND
NR
ND
NO
NR
9/13/10
ND
ND
ND
ND
ND
ND
NO
ND
2/24/11
ND
NO
ND
ND
ND
ND
NO
ND
11/13/12
ND
ND
ND
I ND
ND
I ND
NO
ND
9/13/13
ND
ND
ND
ND
ND
ND
NO
ND
2/21/14
ND
ND
ND
ND
ND
ND
NO
ND
8J29/14
ND
ND
NO
ND
ND
I ND
ND
ND
2126/15
ABANDONED
BYNCDOT
MW-8AR
10/22/15
NO
ND
NO
ND
NO
NO
NO
NO
2/17/16
ND
ND
NO
ND
NO
1.1
ND
0.58
BJ10116
ND
ND
ND
ND
NO
1.1
NO
0.63
2/14/17
NO
ND
NO
ND
NO
0.78
NO
0.6
8/3/17
ND
ND
ND
ND
NO
ND
ND
0.65
2/5/18
NO
ND
ND
ND
NO
NO
NO
NO
8/30/18
NO
ND
ND
ND
NO
ND
ND
ND
2/18/19
NO
ND
ND
NO
NO
ND
ND
NO
8/15/19
NO
ND
ND
NO
NO
ND
ND
ND
2/7/20
ND
ND
ND
NO
NO
ND
NO
ND
8/26/20
ND
NO
ND
NO
NO
ND
NO
ND
2/17/21
ND
NO
ND
NO
NO
ND
NO
ND
9/3/21
0.7
1.5
1.6
2.91
NO
0.57
NO
ND
MW-9
5116/01
10400
15,400
2,160
10,000
NR
NR
NR
NR
4/11/02
8730
11100
2800
13400
NR
880
940
NR
' 13/09
Well paved-wer (uncovered 10)30109)
2/26/15
ABANDONED BY NCDOT
h0.psllshieldengineeringl sharepoint comissles/Projects/Shared Documents/General/2009/1090060-01 85 Kwik MarUReporls/September 2021/Historical GW Results Page 3 of 6

Table 4: Summary of historical Groundwater Analytical Results
85 KwikMaft
5007 Davidson Highway
Concord, Cabarrus Comity, North Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Method --->
EPA 602, 601/602 or 6200B
-Analytical
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
84.5001
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)
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
BY NCDOT
MW-9AR
10/22/15
ND
ND
ND
ND
ND
1.1
ND
0.53
2/17/16
ND
ND
ND
ND
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
3J24103
7.5
<5.0
<1.0
<2.0
NR
26
12
NR
6113109
Well not located
MW-11
6/13J01
<1.0
<1.0
I <1,0
<1.0
NR
<1.0
<1.0
I NR
4/11/02
NR
NR
ND
ND
NR
ND
ND
NR
5113J09
Well not located
MW-12
6/13/01
<1.0
<1.0
<1.0
<1.0
NR
1.2
1.3
NR
4111102
ND
ND
ND
ND
NR
ND
ND
NR
5/13/09
ND
ND
ND
ND
NR
1.1
ND
NR
9113/10
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
9/13/13
ND
ND
ND
ND
1 ND
ND
ND
ND
MW-13
6113101
Vx O,
1 28,800
1 2,120
1 9,950
1 NR
1 10,700
1,480
NR
6/28/02
DFY
MW-13A
6/30/02
10.4
43.7
7.0
43.9
NR
30.4
ND
NR
3/24/03
5.0
17
1.6
22.6
NR
53
5.8
NR
11/8/07
<1.0
0,39
<1.0
<3.0
NR
58.5
2.2
8.8
9/4/08
<1.0
<1.0
<1.0
<1.0
NR
22
0,85
4.4
5/13/09
ND
ND
ND
ND
NR
18
ND
NR
9/13/10
ND
ND
ND
ND
ND
20.3
1.3
2.9
2/24/11
ND
ND
ND
ND
ND
12.4
ND
1.4
11/13/12
ND
ND
ND
ND
ND
5.5
0.51
0.63
9/13/13
ND
ND
ND
ND
ND
4.1
0.59
0.57
8/7/15
0.83
ND
ND
ND
ND
16.3
1
2
MW-14
6J13/01
1,940
6,200
1,090
4,930
NR
470
230
NR
4/11/02
4180
7,020
1,380
5,120
NR
1.040
380
NR
5113/09
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
hllpsdlshieldengineenngl-sharepoinLcom/sites/Projects/Shared Documents/General/2009/1090060-01 85 Kwik Marl/R eports/Seplem ber 2021/Historical GW Results Page 4 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
Method --->
EPA 602 601/602 or 6200E
-Analytical
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
..
Dusopropyl
her (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
1 20,000
70 000
1 400
Sample
Location
I Date
Sampled
(ug/I)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/1)
MW-15
12/4/01
<1.0
<1.0
<1.0
<1.0
NR
8.3
<1.0
NR
4/11/02
ND
ND
ND
ND
NR
2.4
ND
NR
5/13/09
Dry
MW-15A
6/30/02
ND
ND
ND
ND
NR
ND
ND
NR
3/24/03
<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
ND
ND
11.6
ND
111
8.6
46.2
11/13/12
115
ND
ND
6.4
ND
93.5
8.4
47.3
9113/13
83.8
ND
ND
5.1
ND
78.8
10.5
49
2121/14
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
2/17116
31.3
ND
ND
2.8
ND
59.3
7.3
35
2/14/17
23.6
ND
ND
2.1
ND
47.1
6.0
32
8/3/17
22.4
ND
ND
1
ND
40.4
4.8
27.6
2/5/18
18.7
ND
ND
0.82
ND
30.9
3.9
26.4
8/30/18
3.6
ND
ND
ND
ND
19.6
2.8
17.4
2/18J19
8.6
ND
ND
0.5
ND
14.6
1.7
9
8115/19
12.4
ND
ND
1.2
1 ND
1 16.9
1 2.1
11.7
2/7/2020 -
9/3/21
NS - Well blocked by Mud at T below top of casing, unable to bail
OW-1
17JISMO
<1.0
<1,0 I <1,0
<2.0
NR
I <1.0
I <5.0
1 NR
4/11/02
ND
ND I ND
ND
NR
ND
ND
NR
5J13J09
Well ved-iwer uncovered 101301a9
10/30/09
1.2
ND
ND
ND
I ND
555
4.8
11.9
9/13/10
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
9113/13
ND
ND
ND
ND
ND
47.2
0.55
1.8
2/21/14
ND
ND
ND
ND
ND
46.3
ND
1.7
2/26115
ND
1.7
1.2
5.9
ND
0.64
ND
ND
2/17/16
ND
ND
ND
ND
ND
17.9
ND
1
2114/17
0.88
1.3
2
8.68
ND
28.1
ND
1.7
813/17
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
NO
ND
30.1
ND
1.5
8/15/19
ND
ND
ND
ND
ND
30.6
ND
1.3
2/7/20
ND
ND
ND
ND
ND
38.4
ND
1.6
8/26/20
ND
ND
ND
ND
ND
35.6
ND
1.7
2/17121
ND
ND
ND
ND
ND
47.8
ND
2.2
9/3/21
ND
ND
ND
ND
1
1.6
ND
2.2
DW-2
No Historical data prior to 51t3109
available
5/13/09
Well not located
hllps:/Ishieldengineeringl.sharepom4com/sites/Projects/Shared Documents/General/200911090060-01 85 Kwik Marl/Reports/Seplem bet 2021/Historical GW Results Page 5 of 6

Table 4: Summary of Historical Groundwater Analytical Results
85 Kwik Mart
5007 Davidson Highway
Concord, Cabarrus County, Nortlr Carolina
Facility ID Number 0-007471
Incident Number 13401
Shield Project Number 1090060
Method --->
EPA 602, 601/602 or6200B
-Analytical
Analyte------->
Benzene
Toluene
Ethyl-
benzene
Total
Xylenes
Naph-
thalene
Methyl-tert-
butyl ether
(MTBE)
..
Dnsopropyl
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
Sam Jed
(ug/1)
(ug/1)
(ug/1)
(ug/1)
(ug/I)
(ug/1)
(ug/I)
(ug/1)
WSW -Ring
11/8/07
<1.0
<1.0
<1.0
<3.0
<1.0
0.58
<1.0
0.73
Power Crane
9/4/08
0.23
<1.0
<1,0
<1.0
<1.0
4.0
0,46
2.0
5/13/09
NO
NO
NO
NO
NO
6.0
NO
3.4
9/13/10
NO
NO
ND
NO
NO
6.2
ND
3.2
9/26/11
NO
NO
NO
NO
NO
8.3
NO
4.2
11/13/12
NO
NO
NO
NO
NO
8.9
0.7
3.3
9/13/13
NO
NO
NO
NO
NO
0,77
NO
NO
2/21/14gN
NO
NO
NO
NO
6.6
0.55
2.4
8129/14
NO
NO
NO
NO
6.6
0.55
NO
2/26/15
NO
NO
NO
NO
8.6
0.65
2.8.
8J7/15
NO
NO
NO
NO
1.6
NO
NO
8110/16
NO
NO
NO
NO
6.6
0.51
2.1
2/14117
NO
NO
NO
NO
3.9
NO
0.6
8/3117
NO
NO
NO
NO
NO
5.0
NO
1.8
2/5118
NO
NO
NO
NO
NO
NO
NO
ND
8/31/18
NO
ND
NO
NO
NO
18-1
1.1
4.8
2/18/19
NO
NO
ND
NO
NO
2.9
ND
0.6
8/15/19
ND
ND
ND
ND
ND
5.1
ND
1-2
2/7120
NIS-
RING Power
Crane had a power oula e, unable to sample
8/26/20
NO
NO
NO
NO
NO
1.4
NO
NO
2/17121
NO
NO
ND
ND
NO
0-89
NO
NO
9/3121
ND
ND
NO
NO
NO
8-6
NO
2.1
TRIP BLANK
1a130109
ND
NO
ND
NO
NO
NO
NO
NO
9113J2010'
NO
NO
NO
NO
NO
NO
NO
NO
2124/11
NO
NO
NO
NO
NO
NO
ND
NO
6/15/11
NO
ND
NO
NO
NO
NO
NO
NO
9/26/11
NO
NO
ND
NO
NO
NO
NO
NO
11/13/12
NO
NO
NO
NO
NO
NO
NO
NO
9/13/13
NO
NO
NO
NO
NO
NO
NO
NO
2/21/14
NO
NO
NO
NO
NO
NO
NO
NO
8129/14
NO
NO
NO
NO
NO
NO
NO
NO
2/26/15
NO
NO
NO
NO
NO
NO
NO
NO
8/7/15
NR
NR
NR
NR
NR
NR
NR
NR
2/14/17
NO
NO
NO
NO
NO
NO
NO
NO
2/5/18
NO
NO
NO
NO
NO
NO
NO
NO
8/30/18
NO
NO
NO
NO
NO
NO
NO
NO
2/18/19
NO
NO
NO
NO
NO
NO
NO
NO
8J15/19
NO
NO
ND
NO
NO
NO
NO
NO
2/7/20
NO
NO
NO
NO
NO
ND
NO
NO
8/26/20
NO
NO
NO
NO
ND
ND
ND
ND
2117121
NO
ND
NO
ND
ND
ND
NO
NO
9/3J21
NO
NO
NO
ND
ND
ND
NO
NO
Notes:
ug/I = micrograms per liter
NO = 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
Mips l/shieldengineeringt-sharepoinl-comisiles/Projects/Shared Docurrrenls/Genera11200911090060-01 85 Kwik Mar1/Repofls/Seplenlber 202111-lislo0cal GW Resulls Page 6 of 6

APPENDIX A

ace Analytical
www.pacelabs.com
September 13, 2021
Kevin Stachura
Shield Engineering, Inc.
4301 Taggart Creek Road
Charlotte, NC 28208
RE: Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
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 September 03, 2021. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Charlotte
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ryan Brumfield
[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 30

aceAnalXical
www.pacelabs.com
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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
Virginia/VELAP Certification #: 460221
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 30

C CeAnalytical
www.pacelabs.com
SAMPLE ANALYTE COUNT
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project:
Pace Project No.:
85 KWIK MARTY 1090060-34
92559476
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92559476001
MW-BAR
SM 6200B
PM1
63
PASI-C
92559476002
MW-4A
SM 6200B
PM1
63
PASI-C
92559476003
MW-5
SM 6200B
SAS
63
PASI-C
92559476004
DMW-1
SM 6200B
PM1
63
PASI-C
92559476005
WSW -RING
SM 6200B
PM1
63
PASI-C
92559476006
TRIP
SM 6200B
PM1
63
PASI-C
PAS I-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 30

: ace Analytical
f/ www.pacelabs.com
I
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Sample: MW-BAR Lab ID: 92559476001 Collected: 09/03/21 12:30 Received: 09/03/21 14:41 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
0.70
ug/L
0.50
1
09/08/21 13:20
71-43-2
Bromobenzene
ND
ug/L
0.50
1
09/08/21 13:20
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
09/08/21 13:20
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
09/08/21 13:20
75-27-4
Bromoform
ND
ug/L
0.50
1
09/08/21 13:20
75-25-2
Bromomethane
ND
ug/L
5.0
i
09/08/21 13:20
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
09/08/21 13:20
104-51-8
sec -Butyl benzene
ND
ug/L
0.50
1
09/08/21 13:20
135-98-8
tert-Butylbenzene
ND
ug/L
0.50
1
09/08/21 13:20
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
09/08/21 13:20
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
09/08/21 13:20
108-90-7
Chloroethane
ND
ug/L
1.0
1
09/08/21 13:20
75-00-3
Chloroform
ND
ug/L
0.50
1
09/08/21 13:20
67-66-3
Chloromethane
ND
ug/L
1.0
1
09/08/21 13:20
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
09/08/21 13:20
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
09/08/21 13:20
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
09/08/21 13:20
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
09/08/21 13:20
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
09/08/21 13.20
106-93-4
Dibromomethane
ND
ug/L
0.50
1
09/08/21 13:20
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
1
09/08/21 13:20
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
09/08/21 13:20
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
09/08/21 13:20
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
09/08/21 13:20
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
09/08/21 13:20
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
09/08/21 13:20
107-06-2
1,1-Dichloroethene
ND
ug/L
0,50
1
09/08/21 13:20
75-35-4
cis- 1,2-Dichloroethene
ND
ug/L
0-50
1
09/08/21 13:20
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
0.50
1
09/08/21 13:20
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
09/08/21 13:20
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
09/0812113:20
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
09/08/21 13:20
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
09/08/21 13:20
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
09/08/21 13:20
10061-01-5
trans-1,3-Dichloropropene
ND
ug/L
0-50
1
09/08/21 13:20
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
09/08/21 13:20
108-20-3
Ethylbenzene
1.6
ug/L
0.50
1
09/08/21 13:20
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
09/08/21 13:20
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
09/08/21 13:20
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
09/08/21 13:20
75-09-2
Methyl-tert-butyl ether
0.57
ug/L
0.50
1
09/08/21 13:20
1634-04-4
Naphthalene
ND
ug/L
2 0
1
09/08/21 13:20
91-20-3 C8
n-Propylbenzene
ND
ug/L
050
1
09/08/21 13:20
103-65-1
Styrene
ND
ug/L
050
1
09/08/21 13:20
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
050
1
09/08/21 13:20
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
050
09/08/21 13:20
79-34-5
REPORT
OF LABORATORY
ANALYSIS
This report shall not be reproduced,
except in full,
Date: 09/13/2021 09:54 AM
without
the written consent of Pace
Analytical Services, LLC.
Page 4 of 30

aceAnalytical
www.pacelabsxam
ANALYTICAL RESULTS
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-BAR Lab ID: 92559476001 Collected: 09/03/21 12:30 Received: 09/03/21 14:41 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-Trimethyl benzene
Vinyl chloride
m&p-Xylene
o-Xylene
Surrogates
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 09/13/2021 09:54 AM
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
ND
ug/L
1.5
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
0.74
ug/L
ND
ug/L
ND
ug/L
2.0
ug/L
0.91
ug/L
108
%
102
%
105
%
0.50
1
09/08/21
13:20
127-18-4
0.50
1
09/08/21
13:20
108-88-3
2.0
1
09/08/21
13:20
87-61-6
2.0
1
09/08/21
13:20
120-82-1
0,50
1
09/08/21
13:20
71-55-6
0.50
1
09/08/21
13:20
79-00-5
0.50
1
09/08/21
13:20
79-01-6
1.0
1
09/08/21
13:20
75-69-4
0.50
1
09/08/21
13:20
96-18-4
0.50
1
09/08/21
13:20
95-63-6
0.50
1
09/08/21
13:20
108-67-8
1.0
1
09/08/21
13:20
75-01-4
1.0
1
09/08/21
13:20
179601-23-1
0.50
1
09/08/21
13:20
95-47-6
70-130
1
09/08/21
13:20
17060-07-0
70-130
1
09/08/21
13:20
460-00-4
70-130
1
09/08/21
13:20
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 5 of 30

(�IacqAnalXical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Sample: MW-4A Lab ID: 92559476002 Collected: 09/03/21 12:45 Received: 09/03/21 14:41 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
50.3
ug/L
1.2
2.5
09/08/21 15:24
71-43-2
Bromobenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
108-86-1
Bromochloromethane
ND
ug/L
1.2
2.5
09/08/21 15:24
74-97-5
Bromodichloromethane
ND
ug/L
1.2
2.5
09/08/21 15:24
75-27-4
Bromoform
ND
ug/L
1.2
2.5
09/08/21 15:24
75-25-2
Bromomethane
ND
ug/L
145
2.5
09/08/21 15:24
74-83-9
n-Butylbenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
104-51-8
sec-Butylbenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
135-98-8
tert-Butylbenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
98-06-6
Carbon tetrachloride
ND
ug/L
1,2
2.5
09/08/21 15:24
56-23-5
Chlorobenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
108-90-7
Chloroethane
ND
ug/L
2.5
2.5
09/08/21 15:24
75-00-3
Chloroform
ND
ug/L
1.2
2.5
09/08/21 15:24
67-66-3
Chloromethane
ND
ug/L
2.5
2.5
09/08/21 15:24
74-87-3
2-Chlorotoluene
ND
ug/L
1.2
2.5
09/08/21 15:24
95-49-8
4-Chlorotoluene
ND
ug/L
1.2
2.5
09/08/21 15:24
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
2.5
2.5
09/08/21 15:24
96-12-8
Dibromochloromethane
ND
ug/L
1.2
2.5
09/08/21 15:24
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.2
2.5
09/08/21 15:24
106-93-4
Dibromomethane
ND
ug/L
1,2
2.5
09/08/21 15:24
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1,2
2.5
09/08/21 15:24
95-50-1
1,3-Dichlorobenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
541-73-1
1,4-Dichlorobenzene
ND
ug/L
1.2
2,5
09/08/21 15:24
106-46-7
Dichlorodifluoromethane
ND
ug/L
1,2
2.5
09/08/21 15:24
75-71-8
1,1-Dichloroethane
ND
ug/L
1.2
2.5
09/08/21 15:24
75-34-3
1,2-Dichloroethane
23.0
ug/L
1.2
2.5
09/08/21 15:24
107-06-2
1,1-Dichloroethene
ND
ug/L
1.2
2.5
09/08/21 15:24
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
1.2
2.5
09/08/21 15:24
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
1.2
2.5
09/08/21 15:24
156-60-5
1,2-Dichloropropane
ND
ug/L
1.2
2.5
09/08/21 15:24
78-87-5
1,3-Dichloropropane
ND
ug/L
1.2
2.5
09/08/21 15:24
142-28-9
2,2-Dichloropropane
ND
ug/L
1.2
2.5
09/08/21 15:24
594-20-7
1,1-Dichloropropene
ND
ug/L
1.2
2.5
09/08/21 15:24
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
1.2
2.5
09/08/21 15:24
10061-01-5
trans- 1.3-Dichloropropene
ND
ug/L
1.2
2.5
09/08/21 15:24
10061-02-6
Diisopropyl ether
4.2
ug/L
1.2
2.5
09/08/21 15:24
108-20-3
Ethylbenzene
137
ug/L
1.2
2.5
09/08/21 15:24
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
5.0
2.5
09/08/21 15:24
87-68-3
Isopropylbenzene (Cumene)
8.2
ug/L
1.2
Z5
09/08/21 15:24
98-82-8
Methylene Chloride
ND
ug/L
5,0
2.5
09/08/21 15:24
75-09-2
Methyl-tert-butyl ether
314
ug/L
1.2
2.5
09/08/21 15:24
1634-04-4
Naphthalene
21.8
ug/L
5.0
2.5
09/08/21 15:24
91-20-3
n-Propylbenzene
ND
ug/L
1.2
2.5
09/08/21 15:24
103-65-1
Styrene
ND
ug/L
1.2
2-5
09/08/21 15:24
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
1.2
2.5
09/08/21 15:24
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
1.2
2.5
09/08/21 15:24
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,
except in full,
Date: 09/13/2021 09:54 AM
without
the written consent of Pace
Analytical Services, LLC.
Page 6 of 30

ace Analytical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Sample: MW-4A Lab ID: 92559476002 Collected: 09/03/21 12:45 Received: 09/03/21 14:41 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
1.2
2.5
09/08/21 15:24
127-18-4
Toluene
354
ug/L
1.2
2.5
09/0812115:24
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
5.0
2.5
09/08/21 15:24
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
5A
2.5
09/0812115:24
120-82-1
1,1,1-Trichloroethane
ND
ug/L
1.2
2.5
09/08/21 15:24
71-55-6
1,1,2-Trichloroethane
ND
ug/L
1.2
2.5
09/08/21 15:24
79-00-5
Trichloroethene
ND
ug/L
1.2
2.5
09/08/21 15:24
79-01-6
Trichlorofluoromethane
ND
ug/L
2.5
2.5
09/08/21 15:24
75-69-4
1,2,3-Trichloropropane
ND
ug/L
1.2
2.5
09/08/21 15:24
96-18-4
1,2,4-Trimethyl benzene
90.5
ug/L
1.2
2.5
09/08/21 15:24
95-63-6
1,3,5-Trimethyl benzene
ND
ug/L
1.2
2.5
09/08/21 15:24
108-67-8
Vinyl chloride
ND
ug/L
2.5
2.5
09/08/21 15:24
75-01-4
m&p-Xylene
312
ug/L
2.5
2.5
09/08/21 15:24
179601-23-1
o-Xylene
93.8
ug/L
1.2
2.5
09/08/21 15:24
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
104
%
70-130
2.5
09/08/21 15:24
17060-07-0
4-13romofluorobenzene (S)
100
%
70-130
2.5
09/08/21 15:24
460-00-4
Toluene-d8 (S)
100
%
70-130
2.5
09/08/21 15:24
2037-26-5
Date: 09/13/2021 09:54 AM
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 30

aceAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: MW-5 Lab ID: 92559476003 Collected: 09/03/21 13:00 Received: 09/03/21 14:41 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
1060
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
591
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
73.7
ug/L
348
ug/L
ND
ug/L
26.3
ug/L
ND
ug/L
7780
ug/L
211
ug/L
40.5
ug/L
ND
ug/L
ND
ug/L
ND
ug/L
25.0
50
09109/2118:07
71-43-2
25.0
50
09/09/21
18:07
108-86-1
25.0
50
09/09/21
18:07
74-97-5
25.0
50
09/09/21
18:07
75-27-4
25.0
50
09/09/21
18:07
75-25-2
250
50
09/09/21
18:07
74-83-9
25.0
50
09/09/21
18:07
104-51-8
25.0
50
09/09/21
18:07
135-98-8
25.0
50
09/09/21
18:07
98-06-6
25.0
50
09/09/21
18:07
56-23-5
25.0
50
09/09/21
18:07
108-90-7
50.0
50
09/09/21
18:07
75-00-3
25.0
50
09/09/21
18:07
67-66-3
50.0
50
09/09/21
18:07
74-87-3
25.0
50
09/09/21
18:07
95-49-8
25.0
50
09/09/21
18:07
106-43-4
50,0
50
09/09/21
18:07
96-12-8
25.0
50
09/09/21
18:07
124-48-1
25.0
50
09/09/21
18:07
106-93-4
25.0
50
09/09/21
18:07
74-95-3
25.0
50
09/09/21
18.07
95-50-1
25.0
50
09/09/21
18:07
541-73-1
25.0
50
09/09/21
18:07
106-46-7
25.0
50
09/09/21
18:07
75-71-8
25.0
50
09/09/21
18:07
75-34-3
25.0
50
09/09/21
18:07
107-06-2
25.0
50
09/09/21
18:07
75-35-4
25.0
50
09/09/21
18:07
156-59-2
25.0
50
09/09/21
18:07
156-60-5
25.0
50
09/09/21
18:07
78-87-5
25.0
50
09/09/21
18:07
142-28-9
25.0
50
09/09/21
18:07
594-20-7
25.0
50
09/09/21
18:07
563-58-6
25-0
50
09/09/21
18:07
10061-01-5
25.0
50
09/09/21
18:07
10061-02-6
25.0
50
09/09/21
18:07
108-20-3
25.0
50
09/09/21
18:07
100-41-4
100
50
09/09/21
18:07
87-68-3
25.0
50
09/09/21
18:07
98-82-8
100
50
09/09/21
18:07
75-09-2
25.0
50
09/09/21
18:07
1634-04-4
100
50
09/09/21
18:07
91-20-3
25.0
50
09/09/21
18:07
103-65-1
25.0
50
09/09/21
18:07
100-42-5
25.0
50
09/09/21
18:07
630-20-6
25,0
50
09/09/21
18:07
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC, Page 8 of 30

aceAnalydical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Sample: MW-5 Lab ID: 92559476003 Collected: 09/03/21 13:00 Received: 09/03/21 14:41 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
25.0
50
09/09/21 18:07
127-18-4
Toluene
107
ug/L
25.0
50
09/09/21 18:07
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
100
50
09/09/21 18:07
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
100
50
09/09/21 18:07
120-82-1
1,1,1-Trichloroethane
ND
ug/L
25.0
50
09/09/21 18:07
71-55-6
1,1,2-Trichloroethane
ND
ug/L
25.0
50
09/09/21 18:07
79-00-5
Trichloroethene
ND
ug/L
25.0
50
09/09/21 18:07
79-01-6
Trichlorofluoromethane
ND
ug/L
50.0
50
09/09/21 18:07
75-69-4
1,2,3-Trichloropropane
ND
ug/L
25.0
50
09/09/21 18:07
96-18-4
1,2,4-Trimethylbenzene
201
ug/L
25.0
50
09/09/21 18:07
95-63-6
1,3,5-Trimethyl benzene
39.1
ug/L
25.0
50
09/09/21 18:07
108-67-8
Vinyl chloride
ND
ug/L
50.0
50
09/09/21 18:07
75-01-4
m&p-Xylene
440
ug/L
50.0
50
09/09/21 18:07
179601-23-1
o-Xylene
70.6
ug/L
25.0
50
09/09/21 18:07
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
97
%
70-130
50
09/09/21 18:07
17060-07-0
4-Bromofluorobenzene (S)
98
%
70-130
50
09/09/21 18:07
460-00-4
Toluene-d8 (S)
100
%
70-130
50
09/09/21 18:07
2037-26-5
Date: 09/13/2021 09:54 AM
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 30

r ace Analytical
www.pacelabs.com
1
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704 )875-9092
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Sample: DMW-1 Lab ID: 92559476004 Collected: 09/03/21 13:10 Received: 09/03/21 14:41 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Benzene
ND
ug/L
0.50
1
09/08/21 14:13
71-43-2
Bromobenzene
ND
ug/L
0.50
1
09/08/2114.13
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
09/08/21 14:13
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
09/0812114:13
75-27-4
Bromoform
ND
ug/L
0.50
1
09/08/21 14:13
75-25-2
Bromomethane
ND
ug/L
5.0
1
09/08/21 14:13
74-83-9 M1
n-Butylbenzene
ND
ug/L
0.50
1
09/08/21 14:13
104-51-8
sec-Butylbenzene
ND
ug/L
0.50
1
09/08/?114:13
135-98-8
tert-Butylbenzene
ND
ug/L
0.50
1
09/08/21 14:13
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
09/08/21 14:13
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
09/08/21 14:13
108-90-7
Chloroethane
ND
ug/L
1.0
1
09/08/21 14:13
75-00-3
Chloroform
ND
ug/L
0.50
1
09/08/21 14:13
67-66-3
Chloromethane
ND
ug/L
1.0
1
09/08/21 14:13
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
09/08/21 14:13
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
09/08/21 14:13
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
09/08/21 14:13
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
09/08/21 14:13
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
7
09/08/21 14:13
106-93-4
Dibromomethane
ND
ug/L
0.50
1
09/08/21 14:13
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0.50
i
09/08/21 14:13
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
i
09/08/21 14:13
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1.
09/08/21 14:13
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
09/08/21 14:13
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
09/08/21 14:13
75-34-3
1,2-Dichloroethane
ND
ug/L
0.50
1
09/08/21 14:13
107-06-2
1, 1 -Dichloroethene
ND
ug/L
0.50
1
09/08/21 14:13
75-35-4
cis- 1,2-Dichloroethene
ND
ug/L
0.50
1
09/08/21 14:13
156-59-2
trans- 1,2-Dichloroethene
ND
ug/L
0.50
1
09/08/21 14:13
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
09/08/21 14:13
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
09/08/21 14:13
142-28-9
2,2-Dichloropropane
ND
ug/L
0,50
1
09/08/21 14:13
594-20-7 M1
1,1-Dichloropropene
ND
ug/L
0.50
1
09/08/21 14:13
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
0.50
1
09/08/21 14:13
10061-01-5
trans-1,3-Dichloropropene
ND
ug/L
0.50
1
09/08/21 14:13
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
09/08/21 14:13
108-20-3
Ethylbenzene
ND
ug/L
0.50
1
09/08/21 14:13
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
09/08/21 14:13
87-68-3
IsopropyIbenzene (Cumene)
ND
ug/L
0.50
1
09/08/21 14:13
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
09/08/21 14:13
75-09-2
Methyl-tert-butyl ether
1.6
ug/L
0.50
1
09/08/21 14:13
1634-04-4
Naphthalene
ND
ug/L
2.0
1
09/08/21 14:13
91-20-3
n-Propylbenzene
ND
ug/L
0.50
1
09/08/21 14:13
103-65-1
Styrene
ND
ug/L
0.50
1
09/08/21 14:13
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
09/08/21 14:13
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
09/08/21 14:13
79-34-5
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced,
except in full,
Date: 09/13/2021 09:54 AM
without
the written consent of Pace
Analytical Services, LLC,
Page 10 of 30

aceAnalyiical
www.pacelabs.com
ANALYTICAL RESULTS
Project: 85 KWIK MARTY 1090060-34
Pace Project No,: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: DMW-1 Lab ID: 92559476004 Collected: 09/03/21 13:10 Received: 09/03/21 14:41 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-Trim ethyl benzene
Vinyl chloride
m&p-Xylene
o-Xylene
Surrogates
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 09/13/2021 09:54 AM
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
109
%
104
%
105
0.50
1
09/08/21 14:13
127-18-4
0.50
1
09/08/21 14:13
108-88-3
20
1
09/08/21 14:13
87-61-6
20
1
09/08/21 14:13
120-82-1
0.50
1
09/08/21 14:13
71-55-6
0.50
1
09/08/21 14:13
79-00-5
050
1
09/08/21 14:13
79-01-6
1.0
1
09/08/21 14:13
75-69-4
0.50
1
09/08/21 14:13
96-18-4
0.50
1
09/08/21 14:13
95-63-6
0.50
1
09/08/21 14:13
108-67-8
1.0
1
09/08/21 14:13
75-01-4
1.0
1
09/08/21 14:13
179601-23-1
0.50
t
09/08/21 14:13
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC-
09/08/21 14:13 17060-07-0
09/08/21 14:13 460-00-4
09/08/21 14:13 2037-26-5
Page 11 of 30

Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
AnalXical Huntersville, NC 28078
I!�r❑www.pacelabs.com [phone]
ANALYTICAL RESULTS
Project: 85 KWIK MARTY 1090060-34
Pace Project No. 92559476
Sample: WSW -RING Lab ID: 92559476005 Collected: 09/03/21 13:30 Received: 09/03/21 14:41 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services - Charlotte
Benzene
ND
ug/L
0.50
1
09/08/21 13:38
71-43-2
Bromobenzene
ND
ug/L
0.50
1
09/08/21 13:38
108-86-1
Bromochloromethane
ND
ug/L
0.50
1
09/08/21 13:38
74-97-5
Bromodichloromethane
ND
ug/L
0.50
1
09/08/21 13:38
75-27-4
Bromoform
ND
ug/L
0,50
1
09/08/21 13:38
75-25-2
Bromomethane
ND
ug/L
5.0
1
09/08/21 13:38
74-83-9
n-Butylbenzene
ND
ug/L
0.50
1
09/08/21 13:38
104-51-8
sec -Butyl benzene
ND
ug/L
0.50
1
09/08/21 13:38
135-98-8
tert-Butylbenzene
ND
ug/L
0.50
1
09/08/21 13:38
98-06-6
Carbon tetrachloride
ND
ug/L
0.50
1
09/08/21 13:38
56-23-5
Chlorobenzene
ND
ug/L
0.50
1
09/08/21 13:38
108-90-7
Chloroethane
ND
ug/L
1.0
1
09/08/21 13:38
75-00-3
Chloroform
ND
ug/L
0.50
1
09/08/21 13:38
67-66-3
Chloromethane
ND
ug/L
1,0
1
09/08/21 13:38
74-87-3
2-Chlorotoluene
ND
ug/L
0.50
1
09/08/21 13:38
95-49-8
4-Chlorotoluene
ND
ug/L
0.50
1
09/08/21 13:38
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/L
1.0
1
09/08/21 13:38
96-12-8
Dibromochloromethane
ND
ug/L
0.50
1
09/08/21 13:38
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
0.50
1
09/08/21 13:38
106-93-4
Dibromomethane
ND
ug/L
0.50
1
09/08/21 13:38
74-95-3
1,2-Dichlorobenzene
ND
ug/L
0,50
1
09/08/21 13:38
95-50-1
1,3-Dichlorobenzene
ND
ug/L
0.50
1
09/08/21 13:38
541-73-1
1,4-Dichlorobenzene
ND
ug/L
0.50
1
09/08/21 13:38
106-46-7
Dichlorodifluoromethane
ND
ug/L
0.50
1
09/08/21 13:38
75-71-8
1,1-Dichloroethane
ND
ug/L
0.50
1
09/08/21 13:38
75-34-3
1,2-Dichloroethane
2.1
ug/L
0.50
1
09108/2113:38
107-06-2
1,1-Dichloroethene
ND
ug/L
0.50
1
09/08/21 13:38
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
0.50
1
09/08/21 13:38
156-59-2
trans- 1,2-Dichloroethene
ND
ug/L
0.50
1
09/08/21 13:38
156-60-5
1,2-Dichloropropane
ND
ug/L
0.50
1
09/08/21 13:38
78-87-5
1,3-Dichloropropane
ND
ug/L
0.50
1
09/08/21 13:38
142-28-9
2,2-Dichloropropane
ND
ug/L
0.50
1
09/08/21 13:38
594-20-7
1,1-Dichloropropene
ND
ug/L
0.50
1
09/08/21 13:38
563-58-6
cis- 1,3-Dichloropropene
ND
ug/L
050
1
09/08/21 13:38
10061-01-5
trans-1,3-Dichloropropene
ND
ug/L
0,50
1
09/08/21 13:38
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
1
09/08/21 13:38
108-20-3
Ethylbenzene
ND
ug/L
050
1
09/08/21 13:38
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1
09/08/21 13:38
87-68-3
Isopropylbenzene (Cumene)
ND
ug/L
0.50
1
09/08/21 13:38
98-82-8
Methylene Chloride
ND
ug/L
2.0
1
09/08/21 13:38
75-09-2
Methyl-tert-butyl ether
8.6
ug/L
0.50
1
09/08/21 13:38
1634-04-4
Naphthalene
ND
ug/L
2.0
1
09/08/21 13:38
91-20-3
n-Propylbenzene
ND
ug/L
0.50
t
09/08/21 13:38
103-65-1
Styrene
ND
ug/L
0.50
1
09/08/21 13:38
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
1
09/08/21 13:38
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
1
09/08/21 13:38
79-34-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 12 of 30

a
aceAnaljftal
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Sample: WSW -RING Lab ID: 92559476005 Collected: 09/03/21 13:30 Received: 09/03/21 14:41 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-Trim ethyl benzene
1,3,5-Trimethyl benzene
Vinyl chloride
m&p-Xylene
o-Xylene
Surrogates
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Date: 09/13/2021 09:54 AM
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
107
%
103
%
104
%
0.50
fi
09/08/21 13:38
127-18-4
0,50
1
09/08/21 13:38
108-88-3
2.0
1
09/08/21 13:38
87-61-6
2.0
1
09/08/21 13:38
120-82-1
0.50
1
09/08/21 13:38
71-55-6
0.50
1
09/08/21 13:38
79-00-5
0.50
1
09/08/21 13:38
79-01-6
1.0
1
09/08/21 13:38
75-69-4
0.50
1
09/08/21 13:38
96-18-4
0.50
1
09/08/21 13:38
95-63-6
0.50
1
09/08/21 13:38
108-67-8
1.0
1
09/08/21 13:38
75-01-4
1.0
1
09/08/21 13:38
179601-23-1
0.50
1
09/08/21 13:38
95-47-6
70-130 1
70-130 1
70-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
09/08/21 13:38 17060-07-0
09/08/21 13:38 460-00-4
09/08/21 13:38 2037-26-5
Page 13 of 30

aceAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Sample: TRIP Lab ID: 92559476006 Collected: 09/03/21 00:00 Received: 09/03/21 14:41 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
DibromochIoromethane
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
Date: 09/13/2021 09:54 AM
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
0.50
0.50
0.50
0.50
5,0
0.50
0.50
0.50
0.50
0,50
1.0
0.50
1.0
0.50
0.50
1.0
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0,50
0.50
050
2.0
0.50
2,0
0.50
2.0
0.50
0.50
050
0.50
1
1
1
1
1
1
1
1
1
1
1
1
1
7
9
1
i
4
1
1
1
q
1
1
1
1
1
9
1
1
1
1
1
1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC,
09/08/21 11:34 71-43-2
09/08/21 11:34 108-86-1
09/08/21 11:34 74-97-5
09/08/21 11:34 75-27-4
09/08/21 11:34 75-25-2
09/08/21 11:34 74-83-9
09/08/21 11:34 104-51-8
09/08/21 11:34 135-98-8
09/08/21 11:34 98-06-6
09/08/21 11:34 56-23-5
09/08/21 11:34 108-90-7
09/08/21 11:34 75-00-3
09/08/21 11:34 67-66-3
09/08/21 11:34 74-87-3
09/08/21 11:34 95-49-8
09/08/21 11:34 106-43-4
09/08/21 11:34 96-12-8
09/08/21 11:34 124-48-1
09/08/21 11:34 106-93-4
09/08/21 11:34 74-95-3
09/08/21 11:34 95-50-1
09/08/21 11:34 541-73-1
09/08/21 11:34 106-46-7
09/08/21 11:34 75-71-8
09/08/21 11:34 75-34-3
09/08/21 11:34 107-06-2
09/08/21 11:34 75-35-4
09/08/21 11:34 156-59-2
09/08/21 11:34 156-60-5
09/08/21 11:34 78-87-5
09/08/21 11:34 142-28-9
09/08/21 11:34 594-20-7
09/08/21 11:34 563-58-6
09/08/21 11:34 10061-01-5
09/08/21 11:34 10061-02-6
09/08/21 11:34 108-20-3
09/08/21 11:34 100-41-4
09/08/21 11:34 87-68-3
09/08/21 11:34 98-82-8
09/08/21 11:34 75-09-2
09/08/21 11:34 1634-04-4
09/08/21 11:34 91-20-3
09/08/21 11:34 103-65-1
09/08/21 11:34 100-42-5
09/08/21 11:34 630-20-6
09/08/21 11:34 79-34-5
Page 14 of 30

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1
ANALYTICAL RESULTS
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Sample: TRIP Lab ID: 92559476006 Collected: 09/03/21 00:00 Received: 09/03/21 14:41 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: 09/13/2021 09:54 AM
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
109
%
102
%
104
%
0.50
1
09/08/21
11:34
127-18-4
0.50
1
09/08/21
11:34
108-88-3
2.0
1
09/08/21
11:34
87-61-6
2.0
1
09/08/21
11:34
120-82-1
0.50
1
09/08/21
11:34
71-55-6
0.50
1
09/08/21
11:34
79-00-5
0.50
1
09/08/21
11:34
79-01-6
1.0
1
09/08/21
11:34
75-69-4
0.50
1
09/08/21
11:34
96-18-4
0,50
1
09/08/21
11:34
95-63-6
0.50
1
09/08/21
11:34
108-67-8
1.0
1
09/08/21
11:34
75-01-4
1.0
1
09/08/21
11:34
179601-23-1
0.50
1
09/08/21
11:34
95-47-6
70-130
1
09/08/21
11:34
17060-07-0
70-130
1
09/08/21
11:34
460-00-4
70-130
1
09/08/21
11:34
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.
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QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
QC Batch: 645536 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200B MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92559476001, 92559476002, 92559476004, 92559476005, 92559476006
METHOD BLANK: 3386409 Matrix: Water
Associated Lab Samples: 92559476001, 92559476002, 92559476004, 92559476005, 92559476006
Blank Reporting
Parameter Units Result Limit Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
09/08/21 10:59
1,1,1-Trichloroethane
ug/L
ND
0.50
09/08/21 10:59
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
09/08/21 10:59
1,1,2-Trichloroethane
ug/L
ND
0.50
09/08/21 10:59
1,1-Dichloroethane
ug/L
ND
0.50
09/08/21 10:59
1,1-Dichloroethene
ug/L
ND
0.50
09/08/21 10:59
1,1-Dichloropropene
ug/L
ND
0.50
09/08/21 10:59
1,2,3-Trichlorobenzene
ug/L
ND
2.0
09/08/21 10:59
1,2,3-Trichloropropane
ug/L
ND
0.50
09/08/21 10:59
1,2,4-Trichlorobenzene
ug/L
ND
2.0
09/08/21 10:59
1,2,4-Trimethyl benzene
ug/L
ND
0,50
09/08/21 10:59
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
09/08/21 10:59
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
09/08/21 10:59
1,2-Dichlorobenzene
ug/L
ND
0.50
09/08/21 10:59
1,2-Dichloroethane
ug/L
ND
0,50
09/08/21 10:59
1,2-Dichloropropane
ug/L
ND
0.50
09/08/21 10:59
1,3,5-Trimethylbenzene
ug/L
ND
0.50
09/08/21 10:59
1,3-Dichlorobenzene
ug/L
ND
0.50
09/08/21 10:59
1,3-Dichloropropane
ug/L
ND
0.50
09/08/21 10:59
1,4-Dichlorobenzene
ug/L
ND
0.50
09/08/21 10:59
2,2-Dichloropropane
ug/L
ND
0.50
09/08/21 10:59
2-Chlorotoluene
ug/L
ND
0.50
09/08/21 10:59
4-Chlorotoluene
ug/L
ND
0.50
09/08/21 10:59
Benzene
ug/L
ND
0.50
09/08/21 10:59
Bromobenzene
ug/L
ND
0.50
09/08/21 10:59
Bromochloromethane
ug/L
ND
0.50
09/08/21 10:59
Bromodichloromethane
ug/L
ND
0.50
09/08/21 10:59
Bromoform
ug/L
ND
0,50
09/08/21 10:59
Bromomethane
ug/L
ND
5.0
09/08/21 10:59
Carbon tetrachloride
ug/L
ND
0.50
09/08/21 10:59
Chlorobenzene
ug/L
ND
0,50
09/08/21 10:59
Chloroethane
ug/L
ND
1,0
09/08/21 10:59
Chloroform
ug/L
ND
0.50
09/08/21 10:59
Chloromethane
ug/L
ND
1,0
09/08/21 10:59
cis-1,2-Dichloroethene
ug/L
ND
0.50
09/08/21 10:59
cis- 1,3-Dichloropropene
ug/L
ND
0.50
09/08/21 10:59
Dibromochloromethane
ug/L
ND
0.50
09/08/21 10:59
Dibromomethane
ug/L
ND
0.50
09/08/21 10:59
Dichlorodifluoromethane
ug/L
ND
0.50
09/08/21 10:59
Diisopropyl ether
ug/L
ND
0,50
09/08/21 10:59
Qualifiers
Pace Analytical Services, LLC
9800 Kincey Ave, Suite 100
Huntersville, NC 28078
[phone]
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 16 of 30

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QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
METHOD BLANK: 3386409 Matrix: Water
Associated Lab Samples: 92559476001, 92559476002, 92559476004, 92559476005, 92559476006
Blank Reporting
Parameter Units Result Limit Analyzed
Ethylbenzene
ug/L
ND
0,50
09/08/21 10:59
Hexachloro-1,3-butadiene
ug/L
ND
2.0
09/08/21 10:59
Isopropylbenzene (Cumene)
ug/L
ND
0.50
09/08/21 10:59
m&p-Xylene
ug/L
ND
1.0
09/08/21 10:59
Methyl-tert-butyl ether
ug/L
ND
0.50
09/08/21 10:59
Methylene Chloride
ug/L
ND
2.0
09/08/21 10:59
n-Butylbenzene
ug/L
ND
0.50
09/08/21 10:59
n-Propylbenzene
ug/L
ND
0,50
09/08/21 10:59
Naphthalene
ug/L
ND
2.0
09/08/21 10:59
o-Xylene
ug/L
ND
0.50
09/08/21 10:59
sec-Butylbenzene
ug/L
ND
0.50
09/08/21 10:59
Styrene
ug/L
ND
0.50
09/08/21 10:59
tert-Butylbenzene
ug/L
ND
0.50
09/08/21 10:59
Tetrachloroethene
ug/L
ND
0,50
09/08/21 10:59
Toluene
ug/L
ND
0.50
09/08/21 10:59
trans-1,2-Dichloroethene
ug/L
ND
0.50
09/08/21 10:59
trans- 1. 3-Dichloropropene
ug/L
ND
0.50
09/08/21 10:59
Trichloroethene
ug/L
ND
0.50
09/08/21 10:59
Trichlorofluoromethane
ug/L
ND
1.0
09/08/21 10:59
Vinyl chloride
ug/L
ND
1.0
09/08/21 10:59
1,2-Dichloroethane-d4 (S)
%
106
70-130
09/08/21 10:59
4-Bromofluorobenzene (S)
%
103
70-130
09/08/21 10:59
Toluene-d8 (S)
%
106
70-130
09/08/21 10:59
Qualifiers
LABORATORY CONTROL SAMPLE,
Parameter
3386410
Units
Spike
Conc.
LGS
Result
LC:S
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
47.5
95
60-140
1,1,1-Trichloroethane
ug/L
50
50.8
102
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
45.6
91
60-140
1,1,2-Trichloroethane
ug/L
50
50.7
101
60-140
1,1-Dichloroethane
ug/L
50
51.8
104
60-140
1,1-Dichloroethene
ug/L
50
51.9
104
60-140
1,1-Dichloropropene
ug/L
50
52.0
104
60-140
1,2,3-Trichlorobenzene
ug/L
50
51.6
103
60-140
1,2,3-Trichloropropane
ug/L
50
44.9
90
60-140
1,2,4-Trichlorobe nzene
ug/L
50
50.9
102
60-140
1,2,4-Trimethylbenzene
ug/L
50
45.3
91
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
48.0
96
60-140
1,2-Dibromoethane (EDB)
ug/L
50
47.5
95
60-140
1,2-Dichlorobenzene
ug/L
50
45.3
91
60-140
1,2-Dichloroethane
ug/L
50
48.8
98
60-140
1,2-Dichloropropane
ug/L
50
50,4
101
60-140
1,3,5-Trimethyl benzene
ug/L
50
46.1
92
60-140
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 17 of 30

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QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.. 92559476
LABORATORY CONTROL SAMPLE:
Parameter
3386410
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,3-Dichlorobenzene
ug/L
50
45,3
91
60-140
1,3-Dichloropropane
ug/L
50
46,9
94
60-140
1,4-Dichlorobenzene
ug/L
50
45.7
91
60-140
2,2-Dichloropropane
ug/L
50
62.4
125
60-140
2-Chlorotoluene
ug/L
50
44.9
90
60-140
4-Chlorotoluene
ug/L
50
42.8
86
60-140
Benzene
ug/L
50
47,9
96
60-140
Bromobenzene
ug/L
50
44.3
89
60-140
Bromochloromethane
ug/L
50
53.6
107
60-140
Bromodichloromethane
ug/L
50
48.7
97
60-140
Bromoform
ug/L
50
48.7
97
60-140
Bromomethane
ug/L
50
66.3
133
60-140
Carbon tetrachloride
ug/L
50
49.5
99
60-140
Chlorobenzene
ug/L
50
44.5
89
60-140
Chloroethane
ug/L
50
51.3
103
60-140
Chloroform
ug/L
50
51.4
103
60-140
Chloromethane
ug/L
50
58.0
116
60-140
cis- 1,2-Dichloroethene
ug/L
50
51.1
102
60-140
cis-1,3-Dichloropropene
ug/L
50
52.7
105
60-140
Dibromochloromethane
ug/L
50
50,2
100
60-140
Dibromomethane
ug/L
50
47.5
95
60-140
Dichlorodifluoromethane
ug/L
50
46.8
94
60-140
Diisopropyl ether
ug/L
50
48.3
97
60-140
Ethylbenzene
ug/L
50
44.8
90
60-140
Hexachloro-1,3-butadiene
ug/L
50
52.3
105
60-140
Isopropylbenzene (Cumene)
ug/L
50
47.6
95
60-140
m&p-Xylene
ug/L
100
90.0
90
60-140
Methyl-tert-butyl ether
ug/L
50
50.3
101
60-140
Methylene Chloride
ug/L
50
53.7
107
60-140
n-Butylbenzene
ug/L
50
49.2
98
60-140
n-Propylbenzene
ug/L
50
45.1
90
60-140
Naphthalene
ug/L
50
48.3
97
60-140
o-Xylene
ug/L
50
45.5
91
60-140
sec-Butylbenzene
ug/L
50
46.1
92
60-140
Styrene
ug/L
50
45.8
92
60-140
ter[-Butylbenzene
ug/L
50
38.5
77
60-140
Tetrachloroethene
ug/L
50
44.2
88
60-140
Toluene
ug/L
50
45.4
91
60-140
trans-1,2-Dichloroethene
ug/L
50
52.6
105
60-140
trans-1,3-Dichloropropene
ug/L
50
53.2
106
60-140
Trichloroethene
ug/L
50
48.7
97
60-140
Trichlorofluoromethane
ug/L
50
49,9
100
60-140
Vinyl chloride
ug/L
50
52.5
105
60-140
1,2-Dichloroethane-d4 (S)
%
101
70-130
4-Bromofluorobenzene (S)
%
101
70-130
Toluene-d8 (S)
%
101
70-130
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC.
Page 18 of 30

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QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
3386411
3386412
MS
MSD
92559476004
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
19.3
17.0
97
85
60-140
13
1,1,1-Trichloroethane
ug/L
ND
20
20
23.9
21,1
119
106
60-140
12
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
18.3
16.9
92
84
60-140
8
1,1,2-Trichloroethane
ug/L
ND
20
20
21,0
18.6
105
93
60-140
12
1,1-Dichloroethane
ug/L
ND
20
20
24.1
20.8
121
104
60-140
15
1,1-Dichloroethene
ug/L
ND
20
20
25.2
21.4
126
107
60-140
16
1,1-Dichloropropene
ug/L
ND
20
20
23.5
20.6
117
103
60-140
13
1,2,3-Trichlorobenzene
ug/L
ND
20
20
18.7
17.7
94
88
60-140
6
1,2,3-Trichloropropane
ug/L
ND
20
20
18.7
17.4
93
87
60-140
7
1,2,4-Trichlorobenzene
ug/L
ND
20
20
19.1
18.0
96
90
60-140
6
1,2,4-Trim ethyl benzene
ug/L
ND
20
20
18.5
17.1
92
86
60-140
8
1,2-Dibromo-3-chloropropane
ug/L
ND
20
20
17.1
16.4
86
82
60-140
5
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
18.8
16.8
94
84
60-140
11
1,2-Dichlorobenzene
ug/L
ND
20
20
17.5
16.3
88
81
60-140
7
1,2-Dichloroethane
ug/L
ND
20
20
21,7
19.7
109
99
60-140
10
1,2-Dichloropropane
ug/L
ND
20
20
21,9
19.2
110
96
60-140
13
1,3,5-Trimethylbenzene
ug/L
ND
20
20
19.1
17.5
95
87
60-140
9
1,3-Dichlorobenzene
ug/L
ND
20
20
17.8
16.4
89
82
60-140
8
1,3-Dichloropropane
ug/L
ND
20
20
19.1
17.3
95
87
60-140
10
1,4-Dichlorobenzene
ug/L
ND
20
20
18.2
16.6
91
83
60-140
9
2,2-Dichloropropane
ug/L
ND
20
20
28.9
25.0
144
125
60-140
14 M1
2-Chlorotoluene
ug/L
ND
20
20
18.6
17.3
93
87
60-140
7
4-Chlorotoluene
ug/L
ND
20
20
17.8
16.4
89
82
60-140
8
Benzene
ug/L
ND
20
20
21.6
18.6
108
93
60-140
15
Bromobenzene
ug/L
ND
20
20
17.6
16.3
88
82
60-140
8
Bromochloromethane
ug/L
ND
20
20
23.6
20.1
118
100
60-140
16
Bromodichlorom ethane
ug/L
ND
20
20
20,7
18.4
104
92
60-140
12
Bromoform
ug/L
ND
20
20
18.3
16.3
92
82
60-140
12
Bromomethane
ug/L
ND
20
20
32.7
29.6
164
148
60-140
10 M1
Carbon tetrachloride
ug/L
ND
20
20
23.7
20.3
119
102
60-140
15
Chlorobenzene
ug/L
ND
20
20
19.1
17-3
96
86
60-140
10
Chloroethane
ug/L
ND
20
20
27.8
23.8
139
119
60-140
15
Chloroform
ug/L
ND
20
20
23.0
20.4
115
102
60-140
12
Chloromethane
ug/L
ND
20
20
27.5
23.6
137
118
60-140
15
cis- 1,2-Dichloroethene
ug/L
ND
20
20
23.3
20.1
117
101
60-140
15
cis-1,3-Dichloropropene
ug/L
ND
20
20
21,6
18.9
108
94
60-140
13
Dibromochloromethane
ug/L
ND
20
20
19.2
17.1
96
85
60-140
12
Dibromomethane
ug/L
ND
20
20
20.6
17.7
103
88
60-140
15
Dichlorodifluoromethane
ug/L
ND
20
20
24.7
21.2
124
106
60-140
15
Diisopropyl ether
ug/L
ND
20
20
19.8
17.3
99
87
60-140
14
Ethylbenzene
ug/L
ND
20
20
19.5
18.0
98
90
60-140
8
Hexachloro-1,3-butadiene
ug/L
ND
20
20
23.5
19.8
117
99
60-140
17
Isopropylbenzene (Cumene)
ug/L
ND
20
20
20,7
18.5
103
92
60-140
11
m&p-Xylene
ug/L
ND
40
40
39.4
35.9
98
90
60-140
9
Methyl-tert-butyl ether
ug/L
1.6
20
20
22.5
19.9
105
91
60-140
12
Methylene Chloride
ug/L
ND
20
20
24.1
21.1
120
105
60-140
13
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
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Date: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 19 of 30

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QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.. 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3386411
MS
92559476004 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
3386412
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
n-Butylbenzene
ug/L
ND
20
20
20.0
18.5
100
92
60-140
8
n-Propylbenzene
ug/L
ND
20
20
18.7
17.3
93
86
60-140
8
Naphthalene
ug/L
ND
20
20
17.0
16.6
85
83
60-140
2
o-Xylene
ug/L
ND
20
20
19.5
17.5
97
88
60-140
11
sec-Butylbenzene
ug/L
ND
20
20
19.1
18.1
95
90
60-140
6
Styrene
ug/L
ND
20
20
19.0
17.3
95
87
60-140
9
tert-Butylbenzene
ug/L
ND
20
20
16.1
14.8
81
74
60-140
9
Tetrachloroethene
ug/L
ND
20
20
19.0
17.4
95
87
60-140
9
Toluene
ug/L
ND
20
20
20.8
18.3
104
92
60-140
13
trans-1,2-Dichloroethene
ug/L
ND
20
20
24,9
21.3
124
106
60-140
16
trans- 1,3-Dichloropropene
ug/L
ND
20
20
20.9
18.6
105
93
60-140
12
Trichloroethene
ug/L
ND
20
20
21.4
18.5
107
92
60-140
15
Trichlorofluoromethane
ug/L
ND
20
20
25.0
21.5
125
107
60-140
15
Vinyl chloride
ug/L
ND
20
20
25.8
22.2
129
111
60-140
15
1,2-Dichloroethane-d4 (S)
%
104
108
70-130
4-Bromofluorobenzene (S)
%
104
103
70-130
Toluene-d8 (S)
%
102
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC.
Page 20 of 30

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QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
QC Batch: 646113 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200B MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92559476003
METHOD BLANK: 3389019
Associated Lab Samples: 92559476003
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
09/09/21 16:19
1, 1, 1 -Trichloroethane
ug/L
ND
0.50
09/09/21 16:19
1, 1, 2,2-Tetrachloroethane
ug/L
ND
0.50
09/09/21 16:19
1,1,2-Trichloroethane
ug/L
ND
0.50
09/09/21 16:19
1,1-Dichloroethane
ug/L
ND
0.50
09/09/21 16:19
1,1-Dichloroethene
ug/L
NO
0.50
09/09/21 16:19
1,1-Dichloropropene
ug/L
NO
0.50
09/09/21 16:19
1,2,3-Trichlorobenzene
ug/L
ND
2.0
09/09/21 16:19
1,2,3-Trichloropropane
ug/L
ND
0.50
09/09/21 16:19
1,2,4-Trichlorobenzene
ug/L
ND
2.0
09/09/21 16:19
1,2,4-Trimethyl benzene
ug/L
NO
0.50
09/09/21 16:19
1,2-Dibromo-3-chloropropane
ug/L
NO
1.0
09/09/21 16:19
1,2-Dibromoethane (EDB)
ug/L
NO
0,50
09/09/21 16:19
1,2-Dichlorobenzene
ug/L
NO
0.50
09/09/21 16:19
1,2-Dichloroethane
ug/L
ND
0.50
09/09/21 16:19
1,2-Dichloropropane
ug/L
ND
0.50
09/09/21 16:19
1,3,5-Trimethyl benzene
ug/L
NO
0.50
09/09/21 16:19
1,3-Dichlorobenzene
ug/L
NO
0.50
09/09/21 16:19
1,3-Dichloropropane
ug/L
ND
0.50
09/09/21 16:19
1,4-Dichlorobenzene
ug/L
ND
0.50
09/09/21 16:19
2,2-Dichloropropane
ug/L
ND
0.50
09/09/21 16:19
2-Chlorotoluene
ug/L
NO
0,50
09/09/21 16:19
4-Chlorotoluene
ug/L
NO
0.50
09/09/21 16:19
Benzene
ug/L
NO
0.50
09/09/21 16:19
Bromobenzene
ug/L
ND
0.50
09/09/2116.19
Bromochloromethane
ug/L
ND
0.50
09/09/21 16:19
Bromodichloromethane
ug/L
ND
0.50
09/09/21 16:19
Bromoform
ug/L
NO
0,50
09/09/21 16:19
Bromomethane
ug/L
ND
5.0
09/09/21 16:19
Carbon tetrachloride
ug/L
ND
0.50
09/09/21 16:19
Chlorobenzene
ug/L
ND
0.50
09/09/21 16:19
Chloroethane
ug/L
ND
1.0
09/09/21 16:19
Chloroform
ug/L
NO
0.50
09/09/21 16:19
Chloromethane
ug/L
NO
1.0
09/09/21 16:19
cis- 1,2-Dichloroethene
ug/L
ND
0.50
09/09/21 16:19
cis-1,3-Dichloropropene
ug/L
ND
0.50
09/09/21 16:19
Dibromochloromethane
ug/L
ND
0.50
09/09/21 16:19
Dibromomethane
ug/L
ND
0.50
09/09/21 16:19
Dichlorodifluoromethane
ug/L
NO
0.50
09/09/21 16:19
Diisopropyl ether
ug/L
NO
0.50
09/09/21 16:19
Qualifiers
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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
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Date: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC, Page 21 of 30

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QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
METHOD BLANK: 3389019
Associated Lab Samples: 92559476003
Parameter
Units
Matrix:
Blank
Result
Water
Reporting
Limit
Analyzed
Ethylbenzene
ug/L
ND
0.50
09/09/21 16:19
Hexachloro-1,3-butadiene
ug/L
ND
2.0
09/09/21 16:19
Isopropyl benzene (Cumene)
ug/L
ND
0.50
09/09/21 16:19
m&p-Xylene
ug/L
ND
1.0
09/09/21 16:19
Methyl-tert-butyl ether
ug/L
ND
0.50
09/09/21 16:19
Methylene Chloride
ug/L
ND
2.0
09/09/21 16:19
n-Butylbenzene
ug/L
ND
0.50
09/09/21 16:19
n-Propylbenzene
ug/L
ND
0,50
0910912116:19
Naphthalene
ug/L
ND
2.0
09/09/21 16:19
o-Xylene
ug/L
ND
0.50
09/09/21 16:19
sec -Butyl benzene
ug/L
ND
0.50
09/09/21 16:19
Styrene
ug/L
ND
0,50
09/09/21 16:19
tert-Butyl benzene
ug/L
ND
0.50
09/09/21 16:19
Tetrachloroethene
ug/L
ND
0.50
09/0912116:19
Toluene
ug/L
ND
0.50
09/09/21 16:19
trans-1,2-Dichloroethene
ug/L
ND
0.50
09/09/21 16:19
trans-1,3-Dichloropropene
ug/L
ND
0.50
09/09/21 16:19
Trichloroethene
ug/L
ND
0.50
09/09/21 16:19
Trichlorofluoromethane
ug/L
ND
1.0
09/09/21 16:19
Vinyl chloride
ug/L
ND
1.0
09/09/21 16:19
1,2-Dichloroethane-d4 (S)
%
96
70-130
09/09/21 16:19
4-Bromofluorobenzene (S)
%
100
70-130
09/09/21 16:19
Toluene-d8 (S)
%
101
70-130
09/09/21 16:19
Qualifiers
LABORATORY CONTROL SAMPLE:
Parameter
3389020
Units
Spike
Conc.
LCS
Result
LUS
% Rec
% Rec
Limits
1,1,1,2-Tetrachloroethane
ug/L
50
50.3
101
60-140
1,1,1-Trichloroethane
ug/L
50
50.4
101
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
47.1
94
60-140
1,1,2-Trichloroethane
ug/L
50
50-6
101
60-140
1,1-Dichloroethane
ug/L
50
51.1
102
60-140
1,1-Dichloroethene
ug/L
50
52.4
105
60-140
1,1-Dichloropropene
ug/L
50
49.4
99
60-140
1,2,3-Trichlorobenzene
ug/L
50
50.0
100
60-140
1,2,3-Trichloropropane
ug/L
50
45.0
90
60-140
1,2,4-Trichlorobenzene
ug/L
50
49.8
100
60-140
1,2,4-Trimethyl benzene
ug/L
50
49.7
99
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
49.2
98
60-140
1,2-Dibromoethane (EDB)
ug/L
50
49.5
99
60-140
1,2-Dichlorobenzene
ug/L
50
50.1
100
60-140
1,2-Dichloroethane
ug/L
50
47.4
95
60-140
1,2-Dichloropropane
ug/L
50
51.8
104
60-140
1,3,5-Trimethyl benzene
ug/L
50
50.3
101
60-140
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 22 of 30

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i
QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
LABORATORY CONTROL SAMPLE:
Parameter
3389020
Units
Spike
Conc.
LCS
Result
1,3-Dichlorobenzene
ug/L
50
50.0
1,3-Dichloropropane
ug/L
50
48.7
1,4-Dichlorobenzene
ug/L
50
50.4
2,2-Dichloropropane
ug/L
50
48.4
2-Chlorotoluene
ug/L
50
50.3
4-Chlorotoluene
ug/L
50
48.7
Benzene
ug/L
50
49.4
Bromobenzene
ug/L
50
50.6
Bromochloromethane
ug/L
50
51.2
Bromodichloromethane
ug/L
50
52.1
Bromoform
ug/L
50
50.6
Bromomethane
ug/L
50
56.0
Carbon tetrachloride
ug/L
50
51.7
Chlorobenzene
ug/L
50
48.8
Chloroethane
ug/L
50
50.1
Chloroform
ug/L
50
50.1
Chloromethane
ug/L
50
50.7
cis- 1,2-Dichloroethene
ug/L
50
49.9
cis-1,3-Dichloropropene
ug/L
50
50.0
Dibromochloromethane
ug/L
50
51.7
Dibromomethane
ug/L
50
51.6
Dichlorodifluoromethane
ug/L
50
53.9
Diisopropyl ether
ug/L
50
47.4
Ethylbenzene
ug/L
50
49.3
Hexachloro-1,3-butadiene
ug/L
50
49.0
Isopropylbenzene (Cumene)
ug/L
50
50.3
m&p-Xylene
ug/L
100
98.3
Methyl-tert-butyl ether
ug/L
50
45.8
Methylene Chloride
ug/L
50
51.3
n-Butylbenzene
ug/L
50
50.4
n-Propylbenzene
ug/L
50
49.9
Naphthalene
ug/L
50
47.9
o-Xylene
ug/L
50
49.4
sec-Butylbenzene
ug/L
50
49.2
Styrene
ug/L
50
51.2
tert-Butylbenzene
ug/L
50
42.0
Tetrachloroethene
ug/L
50
47.1
Toluene
ug/L
50
48.5
trans-1,2-Dichloroethene
ug/L
50
49.8
trans- 1, 3-Dichloropropene
ug/L
50
50.7
Trichloroethene
ug/L
50
49.9
Trichlorofluoromethane
ug/L
50
45.7
Vinyl chloride
ug/L
50
52.5
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
LCS
% Rec
% Rec
Limits
100 60-140
97 60-140
101 60-140
97 60-140
101 60-140
97 60-140
99 60-140
101 60-140
102 60-140
104 60-140
101 60-140
112 60-140
103 60-140
98 60-140
100 60-140
100 60-140
101 60-140
100 60-140
100 60-140
103 60-140
103 60-140
108 60-140
95 60-140
99 60-140
98 60-140
101 60-140
98 60-140
92 60-140
103 60-140
101 60-140
100 60-140
96 60-140
99 60-140
98 60-140
102 60-140
84 60-140
94 60-140
97 60-140
100 60-140
101 60-140
100 60-140
91 60-140
105 60-140
92 70-130
98 70-130
98 70-130
Pace Analytical Services, LLC
9800 Kincey Ave, Suite 100
Huntersville, NC 28078
[phone]
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.
[Z-4=1li]:iIre] yA\ *i]MAIN] Wiff_1►/1WI& ?
This report shall not be reproduced, except in full,
Date: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC, Page 23 of 30

. Z Analytical
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QUALITY CONTROL DATA
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
3389021
3389022
MS
MSD
92559476003
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
1000
1000
1080
1080
108
108
60-140
0
1,1,1-Trichloroethane
ug/L
ND
1000
1000
1140
1110
114
111
60-140
2
1,1,2,2-Tetrachloroethane
ug/L
ND
1000
1000
1010
985
101
98
60-140
2
1,1,2-Trichloroethane
ug/L
ND
1000
1000
1090
1060
109
106
60-140
3
1,1-Dichloroethane
ug/L
ND
1000
1000
1160
1130
116
113
60-140
3
1,1-Dichloroethene
ug/L
ND
1000
1000
1220
1210
122
121
60-140
0
1,1-Dichloropropene
ug/L
ND
1000
1000
1130
1140
113
114
60-140
1
1,2,3-Trichlorobenzene
ug/L
ND
1000
1000
978
1000
98
100
60-140
3
1,2,3-Trichloropropane
ug/L
ND
1000
1000
968
978
97
98
60-140
1
1,2,4-Trichlorobenzene
ug/L
ND
1000
1000
979
1000
98
100
60-140
2
1,2,4-Trimethyl benzene
ug/L
201
1000
1000
1230
1220
103
102
60-140
1
1,2-Dibromo-3-chloropropane
ug/L
ND
1000
1000
941
1010
94
101
60-140
7
1,2-Dibromoethane (EDB)
ug/L
ND
1000
1000
1070
1020
107
102
60-140
5
1,2-Dichlorobenzene
ug/L
ND
1000
1000
1020
1010
102
101
60-140
1
1,2-Dichloroethane
ug/L
591
1000
1000
1620
1640
103
105
60-140
1
1,2-Dichloropropane
ug/L
ND
1000
1000
1130
1120
113
112
60-140
1
1,3,5-Trimethyl benzene
ug/L
39.1
1000
1000
1110
1120
108
108
60-140
0
1,3-Dichlorobenzene
ug/L
ND
1000
1000
1020
1020
102
102
60-140
0
1,3-Dichloropropane
ug/L
ND
1000
1000
1050
1030
105
103
60-140
2
1,4-Dichlorobenzene
ug/L
ND
1000
1000
1030
1020
103
102
60-140
1
2,2-Dichloropropane
ug/L
ND
1000
1000
940
958
94
96
60-140
2
2-Chlorotoluene
ug/L
ND
1000
1000
1100
1100
110
110
60-140
0
4-Chlorotoluene
ug/L
ND
1000
1000
1010
1020
101
102
60-140
1
Benzene
ug/L
1060
1000
1000
2190
2190
113
113
60-140
0
Bromobenzene
ug/L
ND
1000
1000
1090
1060
109
106
60-140
2
Bromochloromethane
ug/L
ND
1000
1000
1100
1100
110
110
60-140
0
Bromodichloromethane
ug/L
ND
1000
1000
1090
1070
109
107
60-140
2
Bromoform
ug/L
ND
1000
1000
1010
996
101
100
60-140
1
Bromomethane
ug/L
ND
1000
1000
993
1210
99
121
60-140
20
Carbon tetrachloride
ug/L
ND
1000
1000
1200
1160
120
116
60-140
3
Chlorobenzene
ug/L
ND
1000
1000
1070
1040
107
104
60-140
3
Chloroethane
ug/L
ND
1000
1000
1270
1290
127
129
60-140
1
Chloroform
ug/L
ND
1000
1000
1140
1100
114
110
60-140
4
Chloromethane
ug/L
ND
1000
1000
1030
1070
103
107
60-140
3
cis- 1,2-Dichloroethene
ug/L
ND
1000
1000
1110
1110
111
111
60-140
1
cis-1,3-Dichloropropene
ug/L
ND
1000
1000
1020
1010
102
101
60-140
1
Dibromochloromethane
ug/L
ND
1000
1000
1070
1040
107
104
60-140
3
Dibromomethane
ug/L
ND
1000
1000
1110
1070
111
107
60-140
4
Dichlorodifluoromethane
ug/L
ND
1000
1000
1250
1240
125
124
60-140
1
Diisopropyl ether
ug/L
73.7
1000
1000
1100
1070
103
100
60-140
3
Ethylbenzene
ug/L
348
1000
1000
1460
1430
111
108
60-140
2
Hexachloro-1,3-butadiene
ug/L
ND
1000
1000
1050
1080
105
108
60-140
3
Isopropylbenzene (Cumene)
ug/L
26.3
1000
1000
1160
1130
114
111
60-140
3
m&p-Xylene
ug/L
440
2000
2000
2630
2590
110
108
60-140
2
Methyl-tert-butyl ether
ug/L
7780
1000
1000
8740
9000
96
123
60-140
3
Methylene Chloride
ug/L
ND
1000
1000
1130
1110
113
111
60-140
1
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 24 of 30

aceAnalj cal
/ www.pacelabs.com
I
t
QUALITY CONTROL DATA
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3389021
MS
92559476003 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
3389022
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD Qual
n-Butylbenzene
ug/L
ND
1000
1000
1090
1100
109
110
60-140
1
n-Propylbenzene
ug/L
40.5
1000
1000
1120
1110
108
107
60-140
1
Naphthalene
ug/L
211
1000
1000
1020
1070
81
86
60-140
5
o-Xylene
ug/L
70.6
1000
1000
1150
1100
108
103
60-140
4
sec-Butylbenzene
ug/L
ND
1000
1000
1090
1080
109
108
60-140
0
Styrene
ug/L
ND
1000
1000
1080
1070
108
107
60-140
1
tert-Butylbenzene
ug/L
ND
1000
1000
916
912
92
91
60-140
0
Tetrachloroethene
ug/L
ND
1000
1000
1070
1070
107
107
60-140
0
Toluene
ug/L
107
1000
1000
1180
1180
107
107
60-140
0
trans-1,2-Dichloroethene
ug/L
ND
1000
1000
1190
1140
119
114
60-140
4
trans-1,3-Dichloropropene
ug/L
ND
1000
1000
1040
1000
104
100
60-140
3
Trichloroethene
ug/L
ND
1000
1000
1120
1080
112
108
60-140
4
Trichlorofluoromethane
ug/L
ND
1000
1000
1100
1090
110
109
60-140
1
Vinyl chloride
ug/L
ND
1000
1000
1220
1200
122
120
60-140
1
1,2-Dichloroethane-d4 (S)
%
94
95
70-130
4-Bromofluorobenzene(S)
%
99
100
70-130
Toluene-d8 (S)
%
100
99
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC.
Page 25 of 30

aur%.- Acal
www.pacelabs.com
QUALIFIERS
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration,
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
ANALYTE QUALIFIERS
C8 Result may be biased high due to carryover from previously analyzed sample_
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: 09/13/2021 09:54 AM without the written consent of Pace Analytical Services, LLC. Page 26 of 30

aCeAnalj cal
www.pacelabs.com
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 85 KWIK MARTY 1090060-34
Pace Project No.: 92559476
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92559476001
MW-8AR
SM
6200B
645536
92559476002
MW-4A
SM
6200B
645536
92559476003
MW-5
SM
6200B
646113
92559476004
DMW-1
SM
6200B
645536
92559476005
WSW -RING
SM
6200B
645536
92559476006
TRIP
SM
6200B
645536
Date: 09/13/2021 09:54 AM
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 27 of 30

Document Name: Document Revised: October 28, 2020
Sample Condition Upon Reteipt(SCUR) Page 1 of 2
/�,c3C8f}�i3lyifCa1 Document No.: Issuing Authorlty:
/ F-CAR-CS-033-Rev.07 Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ❑ Eden[] Greenwood ❑ Huntersvllle ff Raleigh❑ Mechanicsville[] Atlanta❑ Kernersville❑
Sample Condition Client Name., Project WD# 9L559476
� q:
❑Courier: ❑Fed Ex nUPS ❑USPS QLlle,:l II � II� �I �I I�A II III `�II
Commercial ❑Pace []Other;_ 1 I
L 92559476
Custody Seal Present? ❑yes [C,,,,�No Seals Intact? ❑Yes C4Pd0
Date/Inhlals Person Examining Contents; ,' , l�
Packing Material; ❑Bubble Wrap 8"we Bags ❑None ❑ Other Biological Tissue Frozen?
Thermometer: / ❑Yes ❑No U<A
❑.Ittr, nln r} ©Wet ❑Blue ❑None
Ype or me.,
Correction Factor: 1
Cooler Temp: AddJSubtract (°C) t/ Temp should be above freezing to 6'C
❑Samples au [ of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected ('C ; _ has begun
USDA Regulated Soil (Pj water sample)
Did samples originate in a ouarantine zone within the United statpa- rA. NY nr Cr- rrhprk mnncl7 nld — .1-.,.10-10 f— � F-1.,.. — —. u..�a...���....°u„
Yes No
including HawaG and Puerto Rico)? []Yes ❑No
Comments/Discrepancy:
1.
Chain of Custody Present? es No N A
Sam les Arrived within Hold Time?
es
ON.
N/A
2,
Short Hold Time Analysis t72 hr.)?
Lltie5
NIA
3.
Rush Turn Around Time Requested?
❑Yes
❑N/A
4.
Suffic lent Volume?
QY9
No
ONIA
5.
Correct Containers Used?
-Pace Containers Used?
jL7}+ej
s
❑No
❑No
❑N/A
NJA
6.
Containers Intact?
sQ
No
ONJA
7,
Dissolved analysis: Samples Field Filtered?
❑Yes
[]No
A
S.
Sample labels Match COC?
-Includes Date me/in/Anal is Matrix:
y s
[]No
❑N/A
9
Headspace in VDA Vials (>5-6mm)?
ves
QNo
CNIA
10,
Trip Blank Present?
Trip Blank Custody Seals Present?
es
UIXes
❑No
No
❑N/A
❑N/A
11.
COMMENTS/SAMPLE DISCREPANCY Field Data Requlred? ❑Yes (-]No
CUENT NOTIFICATIt7N/RESOLUTION
—Person-contacted: — --
Project Manager SCURF Review:
Project Manager SRF Review:
Lot ID of spht containers
Date/Time: - -
Date:
Date:

Analytical
Document Name:
Condition Upon Recelpt(SCUR)
Document No.:
F-CAR-CS-0334ev.07
*Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
"Bottom half of box is to list number of bottles
Document Revised: October 28, 2020
Page 2 of 2
Issuing Authority:
Pace Carolinas Qualitv OHirp
Project H { O# : 92559476
PM: RNB Due Date: 09/15/21
CLIENT: 92-Shield
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pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot 9
Note:-Wheneverthere-is-a-discrepancy�ffectingNortirC,arollna-compliance-samplesracopy-of-Ahis-form-wilfbe-sent-to the -North• 3r0iin3(}EHNR-Gacliticabon.Umce
Out of hold, Incorrect preservative, out of temp, incorrect containers.

ITEM #
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Page 30 of 30

Beverly, Trudy
From: Beverly, Trudy
Sent: Friday, October 1, 2021 6:58 AM
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):
httns: //dea.nc. eov/about/divisions/waste-manaeement/laserfiche
Document Submittal & UST File Names for Laserfiche Policies:
httys:Hfiles.nc.eov/nedea/Waste%2OMana2ement/DWM/UST[WhatsNew/Final-Electronic-Document-Submittal-Policy.odf
https:Hfiles.nc.gov/ncdeg/Waste%2OManagement/D WM/UST/Corrective%2OAction/UST%20file%20names%20for%2OLaserfiche.docx
From: Kevin Stachura [mailto:[e-mail]]
Sent: Thursday, September 30, 2021 5:21 PM
To: Beverly, Trudy <[e-mail]>
Subject: [External] 85 Kwik Mart - Incident 13401
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Trudy,
Attached is a copy of the 85 Kwik Mart monitoring report. 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]
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Engineering and Risk Management Services.
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