MO-9109_40591_CA_MRP_20221130

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SUBSEQUENT MONITORING REPORT
Kingsway #3 — Incident No. 40591
1010 South New Hope Road
Gastonia, Gaston County, North Carolina
November 30, 2022
Terracon Project No. 71217090
Prepared for:
North Carolina Department of Environmental Quality
Division of Waste Management
Raleigh, North Carolina
Prepared by:
Terracon Consultants, Inc.
Charlotte, North Carolina

Irerracon
November 30, 2022
Ms. Sharon Ghiold
North Carolina Department of Environmental Quality
Division of Waste Management
Underground Storage Tank Section
1646 Mail Service Center
Raleigh, North Carolina 27699
Email: [e-mail]
Re: Monitoring Report
Kingsway #3
1010 South New Hope Road
Gastonia, North Carolina 28054
UST Incident Number: 40591
UST No. MO-9109
Terracon Project No. 71217090
Dear Ms. Ghiold:
Terracon Consultants, Inc. (Terracon) is pleased to submit this Monitoring Report for the Kingsway
#3 site. This report documents a groundwater monitoring event completed in September 2022 and
has been prepared in accordance with North Carolina Department of Environmental Quality
(NCDEQ), UST Section Assessment Guidelines dated January 19, 2021, and Task Authorization
No. 3, approved on April 21, 2022.
If you have any questions regarding this report or the assessment activities, please contact us at
704-509-1777.
Sincerely,
Terracon Consultants, Inc.
Ayla Homer, P.G.
Project Geologist
Attachments
For:M. Neal McElveen, P.E.
Principal/ Senior Engineer
Terracon Consultants, Inc. 2701 Westport Road Charlotte, NC 28208 [704] 509 1777 terracon.com

Table of Contents
A. SITE INFORMATION................................................................................................................. 1
B. EXECUTIVE SUMMARY............................................................................................................ 2
C. SITE HISTORY AND CHARACTERIZATION......................................................................... 3
C.1
Site Setting................................................................................................................................................3
C.2
Release Summary......................................................................................................................................3
C.3
Previous Investigations.............................................................................................................................3
C.4
Water Supply Wells...................................................................................................................................6
C.5
Surface Water...........................................................................................................................................6
C.6
Land Use Information................................................................................................................................6
D. ASSESSMENT INFORMATION
6
D.1 Site Geology and Hydrogeology................................................................................................................6
D.2 Sampling Activities....................................................................................................................................7
D.2.1 Free Product Evaluation.....................................................................................................................................7
D.2.2 Groundwater Sampling Activities......................................................................................................................8
D.2.3 Analytical Results.......................................................................................................................................................9
E. CONCLUSIONS AND RECOMMENDATIONS...........................................................10
FIGURES
Figure 1: Site Location Map
Figure 2: Site Plan
Figure 3: Groundwater Elevation Map
Figure 4: Groundwater Analytical Results
TABLES
Table 1: Historical UST Information
Table 2: Monitoring Well Construction Information and Historical Groundwater
Elevations
Table 3: Groundwater Analytical Results
Table 4: Historical Groundwater Analytical Results
APPENDIX
Appendix A: Field Notes and Site Photographs
Appendix B: Laboratory Analytical Report

Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
SUBSEQUENT MONITORING REPORT
A. SITE INFORMATION
Date of Report:
NCDEQ Incident No:
Facility ID:
Site Name:
Site Location:
Latitude:
Longitude:
UST Owner/Operator:
November 30, 2022
40591
00-0-0000015806
Kingsway #3
1010 South New Hope Road
Gastonia, North Carolina 28054
N 35.2520460
W-81.1455270
Kingsway Enterprises, Inc.
901 North Marietta Road
Gastonia, North Carolina 28054
Current Property Owner: Gray Family Properties LTD
2976 Robinwood Road
Gastonia, North Carolina 28054
Consultant: Terracon Consultants, Inc. (Contact: Neal McElveen)
2701 Westport Road
Charlotte, North Carolina 28208
[phone]
Laboratory: Pace Analytical (NCDEQ No. 5342)
9800 Kincey Avenue
Huntersville, North Carolina 28028
704-875-9092
Release Information: Release Date: Discovered March 1, 2016
Estimated Quantity: Unknown
Cause of Release: Leaking UST system
Source of Release: Leaking UST system
Sizes and contents of UST system(s) where release(s) occurred: Two
(2) 6,000-gallon gasoline underground storage tanks (USTs).
Responsive Resourceful Reliable 1

Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
I, M. Neal McElveen, a Licensed Engineer for Terracon Consultants, Inc., certify that the information
in this report is correct and accurate to the best of my knowledge.
M. Neal McElveen
NC License No. 20699
Terracon Consultants, Inc. is licensed to practice geology/engineering in North Carolina. The
certification number of the corporation is F-0869.
B. EXECUTIVE SUMMARY
Terracon completed this report to present the findings of assessment activities performed at the
former Kingsway #3 (the site) on September 22, 2022.
The Monitoring Report was prepared in general accordance with the 15A NCAC 2L .0115
regulations and the NCDEQ Underground Storage Tank (UST) Section Guidelines for Assessment
and Corrective Action for UST Releases, dated July 15, 2008, revised May 2021, under the
supervision of M. Neal McElveen, a North Carolina registered professional engineer (North Carolina
License No. 20699).
The former Kingsway #3 (Incident No. 40591) is located at 1010 South New Hope Road in
Gastonia, Gaston County, North Carolina (Figure 1). The site is comprised of 0.18 acres (Parcel
No. 117367) and contains an approximate 1,966-square-foot commercial building that operates as a
convenience store. The remaining areas of the site consist of asphalt -paved parking, the former
dispenser island canopy, and grassy areas. The on -site contamination is reportedly the result of a
leak from an underground storage tank (UST) system associated with the Kingsway gas station, the
former occupant of the site.
Terracon mobilized to the site on September 22, 2022, to collect groundwater samples from
monitoring wells MW-1, MW-2 and MW-4, and recovery well RW-1. The groundwater samples and
chain -of -custody documentation were delivered to Pace Analytical Services, Inc. in Huntersville,
North Carolina, for analysis of volatile organic compounds (VOCs) by Standard Method 6200B.
Results of the recent assessment activities indicate the following:
Water supply wells have not been identified within 1,000 feet of the source area and
municipal water is available to the site and surrounding areas.
Free product was measured in recovery well RW-1 at a thickness of 0.02 feet.
VOCs were not detected at concentrations exceeding Gross Contaminant Levels (GCLs).
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Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
Multiple VOCs were detected at concentrations exceeding their 2L Standards in the
groundwater from monitoring wells MW-1, MW-2, and MW-4.
The groundwater flow direction is to the east.
Compared to historical analytical results, VOC concentrations are generally stable, and any
fluctuations are within historical ranges. Previous mobile multi -phase extraction (MMPE) events
have been relatively successful at reducing free product immediately downgradient of the former
UST basin.
Based on the findings of our assessment activities, Terracon offers the following recommendations:
Conduct a Mobile Multi -Phase Extraction (MMPE) utilizing recovery well RW-1 and monitoring
well MW-1 as extraction wells to recover free product and petroleum -impacted groundwaterfrom
the source area.
Approximately 30 days following the MMPE, complete a groundwater monitoring event and
present findings in a subsequent monitoring report.
C. SITE HISTORY AND CHARACTERIZATION
The former Kingsway #3 site is located at 1010 South New Hope Road in Gastonia, Gaston County,
North Carolina (Figure 1). Terracon completed this report to present the findings of assessment
activities performed at the site on September 22, 2022.
C.1 Site Setting
Kingsway #3 (site) is comprised of 0.18 acres and contains an approximate 1,966-square-foot
commercial building that operates as a convenience store. The remaining areas of the site consist
of asphalt -paved parking, the former dispenser island canopy, and grassy areas.
Adjacent properties are developed as residential and commercial properties. The site and
surrounding properties are depicted in Figures 1 and 2.
C.2 Release Summary
The facility maintained two 6,000-gallon gasoline USTs installed in 1983 and removed in 2016. A
release was discovered in March 2016 following the removal of the two on -site 6,000-gallon
gasoline USTs.
C.3 Previous Investigations
In March 2016, two 6,000-gallon USTs, associated dispensers, and product piping were removed
from the site. During tank removal activities, petroleum contamination was observed in the
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Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
overburden, sidewalls, and UST basin. Based on the observations of Geological Resources, Inc.
(GRI), over -excavation was conducted in the UST basin. As a result, approximately 152.14 tons of
contaminated soil was removed. Soil samples were collected beneath the USTs, dispensers, and
product piping. Total Petroleum Hydrocarbon (TPH) - Gasoline Range Organics (GRO)
concentrations exceeded the standards. Confirmation soil samples were collected from the
sidewalls and base of the UST basin. Concentrations of benzene and naphthalene exceeded the
soil -to -water Maximum Soil Contaminant Concentrations (MSCCs), and a release from the former
UST system was reported on March 1, 2016.
In May 2016, a Phase I Limited Site Assessment (LSA) was performed on the site to evaluate
potential groundwater impacts. On May 4, 2016, one monitoring well (MW-1) was installed, and
three soil samples were collected. Groundwater and soil samples were analyzed for VOCs. The soil
samples contained concentrations of benzene, toluene, ethylbenzene, and total xylene (BTEX)
constituents, naphthalene, isopropylbenzene, n-propylbenzene, 1,3,5-trimethyl benzene, 1,2,4-
trimenthylbenzene, C5-C8 aliphatics, and C9-C10 aromatics above the soil -to -water MSCCs.
Concentrations of BTEX constituents, naphthalene, isopropyl benzene, n-propylbenzene, 1,3,5-
trimethyl benzene, 1,2,4-trimenthylbenzene, C5-C8 aliphatics, C9-Cl0 aromatics, n-butylbenzene,
sec-butylbenzene, 0-chlorotoluene, p-isopropyltoulene, styrene, and lead exceeded NCAC 2L
Groundwater Quality Standards (2L Standards) in the groundwater sample collected from MW-1.
Concentrations of benzene, xylenes, naphthalene, and 1, 2, 4-trimenthylbenzene also exceeded
GCLs from monitoring well MW-1.
In October 2016, a Compressive Site Assessment (CSA) was conducted by GRI. Three Type -II
monitoring wells (MW-2, MW-3, and MW-4) and one telescoping Type -III monitoring well (TW-1)
were installed at the site. Soil samples were collected during the monitoring well installation
activities. None of the containment concentrations in the soil samples exceeded the soil -to -water
MSCCs. Free product was identified in monitoring well MW-1. Concentrations of one or more
individual BTEX constituents, methyl tert-butyl ether (MTBE), naphthalene, di -isopropyl ether(IPE)
and/or bromodichloromethane exceeded 2L Standards in groundwater samples from MW-2, MW-3,
and MW-4. The site was classified as an intermediate risk and further investigation was
recommended.
In July 2018, S&ME collected groundwater samples from monitoring wells MW-2, MW-3, MW-4, and
TW-1. Benzene was detected above its 2L Standard in monitoring wells MW-2, MW-3, and MW-4.
MTBE and toluene were detected above 2L Standards in MW-2.
In November 2018, S&ME installed and sampled from two monitoring wells (MW-5 and MW-6) and
installed one recovery well (RW-1). Benzene was detected above its 2L Standard in monitoring well
MW-6. Contaminant concentrations did not exceed GCLs. However, free product was reported in
RW-1.
On December 11, 2018, S&ME gauged water levels in all the monitoring wells. Approximately 5.75
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Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
feet of free product was measured in MW-1, and 0.50 feet of free product in RW-1. S&ME hand
bailed approximately 4.5 gallons and 0.25 gallons of free product from monitoring well MW-1 and
recovery well RW-1, respectively. Following the hand bailing, S&ME installed two free product
absorbent socks in MW-1 and one free product absorbing sock in RW-1.
In March 2019, S&ME provided oversight while Advanced Environmental Services, Inc. (AES)
conducted a MMPE event on monitoring well MW-1 and recovery well RW-1. A total of 1,062
gallons of total fluids and approximately 49 gallons of volatile organics as vapor were recovered
during the MMPE event. S&ME remobilized to the site on April 16, 2019, to conduct groundwater
sampling activities and evaluate the effectiveness of the MMPE event. Free productwas detected in
monitoring well MW-1. Analytical results indicated various petroleum constituents were detected in
groundwater from the monitoring wells located near the source area above the 2L standards.
Analyzed constituents did not exceed GCLs.
In March 2020, S&ME collected groundwater samples from monitoring wells MW-2 through MW-6
and TW-1. Free product was detected in monitoring well MW-1 and recovery well RW-1. Five target
compounds were detected in groundwater from monitoring well MW-2 at concentrations above 2L
standards. Benzene was detected above its respective 2L Standard in groundwaterfrom monitoring
well MW-4. Nine target compounds were detected above 2L standards in groundwater from
monitoring well TW-1. Analyzed constituents did not exceed GCLs.
In May 2020, S&ME and subcontractor AES conducted a 96-hour MMPE event on monitoring well
MW-1 and recovery well RW-1. A total of 2,204 gallons of petroleum -impacted water and
approximately 112 gallons of volatile organics as vapor were recovered during the MMPE event.
Terracon mobilized to the site on March 4, 2021, to sample groundwater from monitoring wells MW-
1 through MW-6, TW-1, and recovery well RW-1. According to the laboratory analytical report,
benzene, IPE, ethylbenzene, isopropyl benzene, MTBE, naphthalene, toluene, 1,2,4-
trimethyl benzene, 1,3,5-trimethylbenzene and total xylenes were detected above 2L standards in
groundwater from one or more of the monitoring wells. Analyzed constituents were not detected in
groundwater from monitoring wells MW-3, MW-5, MW-6, or TW-1 above laboratory method
detection limits. Analyzed constituents did not exceed GCLs and no free product was identified in
the monitoring wells.
Terracon mobilized to the site on March 11, 2022, to sample groundwater from monitoring wells
MW-1, MW-2, MW-4 and MW-5, and recovery well RW-1. According to the laboratory analytical
report, benzene, ethylbenzene, MTBE, naphthalene, n-propylbenzene, toluene, 1,2,4-
trimethyl benzene and total xylenes were detected above 2L standards in groundwater from one or
more of the monitoring wells. Various petroleum constituents were detected below the 2L standards
in groundwater from the sampled monitoring wells. Analyzed constituents did not exceed GCLs and
no free product identified in the monitoring wells.
Responsive Resourceful Reliable 5

Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
C.4 Water Supply Wells
Irerracon
According to the most recent receptor survey data, included in the May 5, 2020, Groundwater
Monitoring Report from S&ME, there are no water supply wells located within 1,000 feet of the
source area. Municipal water is available to the site and surrounding area.
C.5 Surface Water
Terracon noted a drainage feature located approximately 550 feet east of the source area. Based
on cursory observations, the drainage feature appears to be a natural intermittent stream.
According to the USGS Topographic Map (Figure 1), the surface water feature is an unnamed
tributary of Duharts Creek. Based on measurements from Gaston County GIS and Google Earth,
the stream is located within 550 feet of the source area. Surface waters are depicted on Figure 1.
C.6 Land Use Information
The site operates as a convenience store. Adjacent properties to the east of the site include
residential and undeveloped lands. Adjacent properties to the north and west include commercial
and residential properties. Adjacent properties to the south include South New Hope Road and
residential and undeveloped lands. The site and surrounding properties are depicted on Figures 1
and 2.
D. ASSESSMENT INFORMATION
D.1 Site Geology and Hydrogeology
The following resources were reviewed to evaluate site -specific geological and hydrogeological
characteristics.
Gastonia North, North Carolina, USGS 7.5-minute series topographic map, dated 2003 (Figure
1).
Geologic Map of North Carolina, dated 1985.
The Geology of the Carolinas, Carolina Geological Society Fiftieth Anniversary Volume, edited
by J. Wright Horton, Jr., and Victor A. Zullo, The University of Tennessee Press, dated 1991.
Soil Survey of Gaston County, North Carolina, US Department of Agriculture, Natural
Resources Conservation Service, Web Soil Survey via the Internet,
http://websoilsurvey.nrcs.usda.gov/app/.
Soils encountered during monitoring well installation activities in November 2018 were noted
as silts and sands of varying percentages throughout the entire boring length of monitoring
wells MW-5 and MW-6 and recovery well RW-1. Wet conditions were encountered at
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Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
approximately 40 to 43 ft-bgs. Soils encountered from prior monitoring well installation
activities were primarily sandy silt to silty clay in lower depths.
The site is located within the Kings Mountain Belt of the Piedmont Physiographic Province. The
Piedmont Physiographic Province generally consists of low to medium elevation, rounded hills, and
long rolling northeast to southwest trending ridges with incised creeks and river channels. Rocks in
the site area are described as metamorphosed graywacke, volcanic sandstone and siltstone
interbedded with mafic and intermediate metavolcanic flows and tuffs.
In -place chemical and physical weathering of parent rocks typically form residual soils in the
Piedmont region. Weathering is facilitated by fractures, joints, and less resistant minerals in the
rock. In areas not altered by erosion, alluvial deposition, or anthropogenic activities, the typical
residual soil profile consists of clay -rich unconsolidated materials at the surface, transitioning to
sandy silts and silty sands at depth. Typically, the boundary between soil and rock is not sharply
defined. This transitional zone is termed "partially weathered rock" or saprolite.
Information obtained from the Web County Soil Survey for Gaston County depicts soils on the site
as Cecil Urban land complex (CfB) and Pacolet sandy loam (PaE).
In the Piedmont, groundwater generally occurs in pore spaces within soils and in the structural
features present in the underlying rock (i.e., joints, fractures, and faults). Recharge to the water
table is primarily by precipitation infiltrating the surficial soils and percolating downward under the
influence of gravity to the water table (vadose zone). Typically, the water table is not a level surface,
but a subdued reflection of the land surface. The depth to the water table is not consistent and is
dependent upon several factors that include the amount of rainfall, permeability of the soil, the
extent of fracturing in the underlying rock and the influences of groundwater pumping. Groundwater
typically flows in directions parallel to the ground surface and, under the influence of gravity,
migrates to discharge points such as surface water features, the toes of slopes or natural springs.
Fluctuations in the depth of the water table can be expected depending on variations in precipitation,
surface water run-off, and otherfactors not evident at the time of our subsurface exploration. Normally,
the highest levels of the water table occur in late winter and spring, and the lowest levels occur in the
late summer and fall. Based on an interpreted groundwater flow direction, groundwater is expected to
flow to the northeast from the site.
D.2 Sampling Activities
D.2.1 Free Product Evaluation
Free product has been historically measured in monitoring well MW-1 and recovery well RW-1,
ranging in thickness from 9.95 feet to 0.04 feet. During the recent sampling activities, free product
was measured in recovery well RW-1 at a thickness of 0.02 feet. Depth to groundwater was
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Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
measured 34.59 feet below top of casing (btoc). Free product was previously measured in recovery
well RW-1 during the March 27, 2020, sampling event.
D.2.2 Groundwater Sampling Activities
Terracon mobilized to the site on September 22, 2022, to conduct groundwater sampling activities
for monitoring wells MW-1, MW-2, MW-4, and recovery well RW-1. The approximate locations of
the wells are shown on the Site Plan (Figure 2). The monitoring wells were gauged for depth to
product and depth to groundwater from top of casing (TOC). Depth to groundwater ranged from
approximately 34.59 feet below top of casing ( ft btoc) in recovery well RW-1 to 38.55 ft btoc in
monitoring well MW-4. Based on the water level measurements, groundwater flows to the east.
Free product was measured in recovery well RW-1 at a thickness of 0.02 feet. As a result of free
product discovery, recovery well RW-1 was not sampled. A groundwater elevation map depicting
groundwater flow contours and direction is shown on Figure 3. Current and historical groundwater
elevation measurements are provided in Table 2.
Prior to sampling, the wells were purged a minimum of three well volumes, or until dry, and allowed
to recharge to ensure the collection of representative groundwater samples from the aquifer. Field
parameters (including temperature, pH, dissolved oxygen, conductivity, and redox) were measured
and recorded for each well in the field notes. Copies of field notes can be found in Appendix A.
D.2.3 Analytical Results
On September 22, 2022, Terracon collected groundwater samples from monitoring wells MW-1,
MW-2, and MW-4 for laboratory analysis of VOCs by Standard Method 6200B. Groundwater
samples and a field blank were placed in laboratory -supplied glassware, labeled, and stored in an
ice -packed cooler. The samples and chain -of -custody documentation were delivered to Pace
Analytical Services, Inc. in Huntersville, North Carolina.
The laboratory analytical results were compared to the North Carolina Groundwater Quality
Standards 15A NCAC 2L .0202 (2L Standards). Results of the recent assessment activities indicate
the following:
Free product was measured in recovery well RW-1 at a thickness of 0.02 feet.
VOCs were not detected at concentrations exceeding GCLs.
Benzene was detected above its 2L Standard in groundwater from monitoring wells MW-1
(481 lag/L), MW-2 (2,570 lag/L) and MW-4 (1.5 lag/L).
Ethylbenzene was detected above its 2L Standard in groundwater from monitoring well MW-
2 (621 lag/L).
MTBE was detected above its 2L Standard in groundwater from monitoring well MW-2 (90
lag/L).
Naphthalene was detected above its 2L Standard in groundwater from monitoring wells
MW-1 (123 lag/L) and MW-2 (162 lag/L).
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Kingsway #3
Gastonia, North Carolina
Project Number 71217090
Incident No. 40591
November 30, 2022
Irerracon
n-Propyl benzene was detected above its 2L Standard in groundwater from monitoring well
MW-1 (147 pg/L).
Toluene was detected above its 2L Standard in groundwater from monitoring wells MW-1
(1,750 pg/L) and MW-2 (2,520 pg/L).
1,2,4-Trimethylbenzene was detected above its 2L Standard in groundwater from monitoring
wells MW-1 (989 pg/L) and MW-2 (546 pg/L).
Total Xylenes were detected above its 2L Standard in groundwater from monitoring wells
MW-1 (2,476 pg/L) and MW-2 (2,575 pg/L).
Various other constituents were detected in groundwater from monitoring wells MW-1, MW-2,
and MW-4 at concentrations below above laboratory MDLs but below 2L Standards.
The apparent groundwater flow direction is to the east.
Recent and historical groundwater analytical results are summarized in Table 3 and Table 4. The
locations of groundwater VOC concentrations identified above 2L Standards are presented on
Figure 4. A copy of the laboratory analytical report is provided in Appendix B.
Compared to historical analytical results, VOC concentrations are generally stable, and any
fluctuations are within historical ranges. MM PE events appear to have been relatively successful at
removing free product from the subsurface.
E. CONCLUSIONS AND RECOMMENDATIONS
Based on information obtained during the completion of these assessment activities, Terracon
provides the following conclusions and findings.
Water supply wells have not been identified within 1,000 feet of the source area, and
municipal water is available at the site and surrounding areas.
Free product was measured in recovery well RW-1 at a thickness of 0.02 feet.
VOCs were not detected at concentrations exceeding GCLs.
Multiple VOCs were detected at concentrations exceeding their 2L Standards in the
groundwater from monitoring wells MW-1, MW-2, and MW-4.
The apparent groundwater flow direction is to the east.
Based on the findings of our assessment activities, Terracon offers the following recommendations:
Conduct a Mobile Multi -Phase Extraction (MMPE) event utilizing recovery well RW-1 and
monitoring well MW-1 as extraction wells to recover free product and petroleum -impacted
groundwater from the source area.
Approximately 30 days following the MMPE, complete a comprehensive groundwater monitoring
event and present findings in a subsequent monitoring report.
Responsive Resourceful Reliable 9

FIGURES

I R A'*q
i
Qh
APPROXIMATE
SITE BOUNDARY
i. I
•$a Cr .` , I � i II ' t-J' �1 ., f' I� 9 �� �!��, '� 'ti_.,1'++ �.' - .._ '- OAb r �. �--�j + { , 4
}l, I
5 _ I
�f.. 5 •� r� r Il�tr''I r 'I ' Ir i/ .I � .. �� L ,o!'� '� f� � � f` {_ " �� ��.
TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY
QUADRANGLES INCLUDE: GASTONIA NORTH, NC (1/1/2003), MOUNT HOLLY, NC (1/1/1993), GASTONIA SOUTH, NC (1/1/1993) and BELMONT, NC (1/1/1997).
Project Manager: Project No. Site Location Map Figure
MNM 71217090
Drawn by: TAH 1" = 2000' Scale: Irerracon Kingsway #3 (Incident No. 40591)
Checked by: File Name: 1010 South New Hope Road
MNM Kin swa #3 2701 Westport Road
Approved by: Date: Charlotte, North Carolina 28208 Gastonia, Gaston County, North Carolina
MNM Oct.2022

Project Manager: Project No.
AGH 71217090 Irerracon
Site Plan Figure
Drawn by: TAH Scale: 1 "-40'
Checked by: Pile Name: Kingsway #3 (Incident No. 40591) 2
MNM Kingsway #3 2707 Westport Road 1010 South New Hope Road
Approved by: MNM October 2022 Y� Date: Charlotte, North Carolina Gastonia, Gaston Count North Carolina

Project Manager: Project No.
AGH 71217090 Groundwater Elevation Map Figure
Drawn by: TAH Scale: 1 "-40' Irerracon
Checked by: File Name: Kingsway #3 (Incident No. 40591) 3
MNM Kingsway #3 2701 Westport Road 1010 South New Hope Road
Approved by: MNM October 2022 Y� Date: Charlotte, North Carolina Gastonia, Gaston Count North Carolina

ormer Dispenser Island
Constituents of Concern
2L
GCL
Benzene
1
5,000
Ethylbenzene
600
80,000
Methy tert butyl ether (MTBE)
20
20,000
Naphthalene
6
6,000
n-Propylbenzene
70
26,100
Toluene
600
260,000
1,2,4-Trimethyl benzene (1,2,4-TMB)
400
28,500
Xylenes (total)
500
j 50,000
MW-1
Benzene
481
Naphthalene
123
n-Propylbenzene
147
Toluene
1,750
1,2,4-TMB
989
Xylenes (total)
2,476
GROUNDWATER SAMPLES
COLLECTED ON 9/22/2022.
IDIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS CONCENTRATIONS I telescoping well II
NOT INTENDED FOR CONSTRUCTION PURPOSES DISPLAYED IN [Ng/Lj.
Project Manager:
Project No.
AGH
71217090
Groundwater Analytical Results
Figure
Drawn by: TAH
Scale: 1 "-40'
Irerracon
Kingsway #3 (Incident No. 40591)
Checked by:
MNM
Pile Name:
Kingsway #3
2701 Westport Road
1010 South New Hope Road
4
Approved by: MINIM
Date:
Date:
2022
Charlotte, North Carolina
Gastonia, Gaston Count North Carolina
Y�

Project Manager: Project No.
AGH 71217090 Benzene Isoconcentration Map Figure
Drawn by: TAH Scale: 1 "-40' Irerracon
Checked by: Pile Name: Kingsway #3 (Incident No. 40591) 5
MNM Kingsway #3 2707 Westport Road 1010 South New Hope Road
Approved by: Date: Charlotte, North Carolina Gastonia, Gaston Count North Carolina
MNM November 2022 y�

Project Manager: Project No.
AGH 71217090 Naphthalene Isoconcentration Map Figure
Drawn by: TAH Scale: 1 "-40' Irerracon
Checked by: Pile Name: Kingsway #3 (Incident No. 40591) 6
MNM Kingsway #3 2707 Westport Road 1010 South New Hope Road
Approved by: Date: Charlotte, North Carolina Gastonia, Gaston Count North Carolina
MNM November 2022 y�

� 1
;1
RL
Mtn
a' • F -
.i 4 r
AmL
Y Y
Or
IF
00 ft. ids
_ from releas 11 on)
.:r
denotes approximate site boundary
LETTER CORRESPONDS WITH WATER SUPPLY WELL INFORMATION
LISTED IN TABLE 1
Project Manager: Project No.
2 WATER SUPPLY WELL LOCATION MAP Figure
NM 7117025 Irerracon
g
Drawn by: CPM Scale: t — 2
Checked by: MINIM Fie NamKin swa Kingsway #3 (Incident No. 40591) 7
27Westport Road 1010 South New Hope Road
Approved by: Date: Charlotte, North Carolina MINIM March 2022 Gastonia, Gaston County, North Carolina

TABLES

TABLE 1
Historical UST Information
Kingsway #3
1010 South New Hope Road
Gastonia, North Carolina
Terracon Project No. 71217090
NCDEQ Incident No. 40591
Contents
Capacity (gallons)
Date Installed
Date Closed
Closed/Active
Release from System
Gasoline
6,000
5/11 /1983
2/29/2016
Closed
Yes
Gasoline
6,000
5/11 /1983
2/29/2016
Closed
Yes

TABLE 2
Monitoring Well Construction Information
and Historical Groundwater Elevations
Kingsway #3
1010 South New Hope Rd.
Gastonia, North Carolina
Terracon Project No. 71217090
NCDEQ Incident No. 40591
Well Id
Date
Installed
(mm/dd/yy)
Date Water
Level
Measured
(mm/dd/yy)
Well
Casing
Diameter
(in.)
Screen
Interval (ft
BGS)
Depth of
Well
(ft-TOC)
Top of
Casing
Elevation
(ft.)
Depth to
Product
from Top
of Casing
Free Product
Thickness (ft)
Depth to
Water from
Top of Casing
(ft.)
Groundwater
Elevation
(ft.)
MW-1
5/4/2016
5/4/2016
2.0
29.5 to 44.5
44.5
100.0
NM
NA
39.80
60.20
10/20/20/16
NM
3
40.34
62.23
7/11/2018
34.55
9.95
N M
55.50
12/11/2019
30.90
5.75
36.65
68.28
3/11/2019
28.30
3.89
32.19
71.15
4/16/2019
28.10
0.04
28.14
71.89
3/27/2020
30.55
0.45
31.00
69.39
3/4/2021
NM
NA
28.16
71.84
3/11/2022
NM
NA
33.40
66.60
9/22/2022
NM
NA
34.74
65.26
MW-2
10/18/2016
10/20/2016
2.0
25 to 45
45
97.56
NM
NA
35.19
62.37
7/11/2018
NM
NA
34.10
63.46
12/11/2018
NM
NA
34.62
62.94
4/16/2019
NM
NA
30.55
67.01
3/27/2020
NM
NA
32.92
64.64
3/4/2021
NM
NA
30.84
66.72
3/11/2022
NM
NA
34.84
62.72
9/22/2022
NM
NA
36.17
61.39
MW-3
10/19/2016
10/20/2016
2.0
25 to 45
45
102.40
NM
NA
31.32
71.08
7/11/2018
NM
NA
33.80
68.60
12/11/2018
NM
NA
32.25
70.15
4/16/2019
NM
NA
23.48
78.92
3/27/2020
NM
NA
37.47
64.93
3/4/2021
NM
NA
24.65
77.75
MW-4
10/19/2016
10/20/2016
2.0
25 to 45
45
100.10
NM
NA
37.52
62.58
7/11/2018
NM
NA
38.02
62.08
12/11/2018
NM
NA
36.92
63.18
4/16/2019
NM
NA
32.77
67.33
3/27/2020
NM
NA
35.20
64.90
3/4/2021
NM
NA
33.08
67.02
3/11/2022
NM
NA
37.23
62.87
9/22/2022
NM
NA
38.55
61.55

TABLE 2
Monitoring Well Construction Information
and Historical Groundwater Elevations
Kingsway #3
1010 South New Hope Rd.
Gastonia, North Carolina
Terracon Project No. 71217090
NCDEQ Incident No. 40591
Well Id
Date
Installed
(mm/dd/yy)
Date Water
Level
Measured
(mm/dd/yy)
Well
Casing
Diameter
(in.)
Screen
Interval (ft
BGS)
Depth of
Well
(ft-TOC)
Top of
Casing
Elevation
(ft.)
Depth to
Product
from Top
of Casing
(ft11/19/2018
Free Product
Thickness (ft)
Depth to
Water from
Top of Casing
(ft.)
Groundwater
Elevation
(ft.)
MW-5
11/13/2018
2.0
30 to 45
45
96.74
NM
NA
27.93
68.81
12/11/2018
NM
NA
27.97
68.77
4/16/2019
NM
NA
21.22
75.52
3/27/2020
NM
NA
27.98
68.76
3/4/2021
NM
NA
25.09
71.65
3/11/2022
NM
NA
31.78
64.96
MW-6
11/2/2018
11/19/2018
2.0
26 to 41
41
99.97
NM
NA
30.60
69.37
12/11/2018
NM
NA
29.90
70.07
4/16/2019
NM
NA
25.25
74.72
3/27/2020
NM
NA
25.15
74.82
3/4/2021
NM
NA
22.06
77.91
TW 1
10/19/2016
10/20/2016
2.0
70 to 75
75
100.22
NM
NA
32.31
67.91
7/11/2018
NM
NA
34.15
66.07
12/11/2018
NM
NA
33.38
66.84
4/16/2019
NM
NA
27.12
73.10
3/27/2020
NM
NA
30.45
69.77
3/4/2021
NM
NA
28.10
72.12
RW 1
11/13/2018
11/19/2018
4.0
30 to 50
1
50.00
1
99.75
1
33.83
0.25
34.08
65.88
12/11/2018
32.62
0.50
33.12
67.06
3/11/2019
28.08
2.07
30.15
71.38
4/16/2019
NM
NA
27.51
72.24
3/27/2020
30.40
0.25
30.65
69.31
3/4/2021
NM
NA
32.39
67.36
3/11/2022
NM
NA
33.26
66.49
9/22/2022
34.57
0.02
34.59
65.18
Notes:
Depth of Welland Top of Casing elevation taken from Groundwater Monitoring Report, Kingsway #3 dated May 5, 2010 by S&ME, Inc.
Top of casing elevations are relative to an arbirtrary site benchmark established by others.

TABLE 3
Recent Groundwater Analytical Results
Kingsway #3
1010 South New Hope Road
Gastonia, North Carolina
Terracon Project No. 71217090
NCDEQ Incident No. 40591
Analytical Method
6200B
Contaminant of Concern
O
�
N
C
N
C
C
Well/Sample
Date Collected
c
N
m
C:a>
L
a
I.D.
(mm/dd/yy)
a�
c
m
o
o
o
a
>
a
H
X
N
O
LO
:E
N
�,
o
a
O
L
N
a
cB
L
d
O
O
V
N
L6
C+')
N
O
00
U
0
w
�!'
Z
c
H
H
2L Standard(ug/L)
1
70
70
600
70
20
6
70
600
400
400
500
GCL (ug/L)
5,000
70,000
70,000
80,000
30,000
20,000
6,000
26,100
260,000
28,500
24,100
50,000
MW-1
9/22/2022
481
14.2
<3.8
484
43.9
6.1J
123
147
1,750
989
281
2,476
MW-2
9/22/2022
2,570
23
65.5
621
25.6
90
162
53
2,520
546
135
2,575
MW-4
9/22/2022
1.5
<0.43
<0.31
2.30
0.48J
1.5
1.3J
0.55
<0.48
4.8
1.8
13.2
RW-1
9/22/2022
Not Sampled - Free Product
Notes
pg/L - Micrograms per liter
< - less than method detection limit
Bold font denotes levels above the 2L standard.
GCL = Gross contamination levels for groundwater
Yellow shading denotes levels above GCLs
J - estimated concentration

TABLE 4
Summary of Groundwater Analytical Results
Kingsway #3
1010 South New Hope Road
Gastonia, North Carolina
Terracon Project No. 71217090
NCDEQ Incident No. 40591
Analytical Method
Contaminant of Concern -
a)
N
a)
m
N
T
j
m
c
a
C
a)
_T
m
V
m
O
0
L
U
L
O
O_
O
N
0
c
c
4
T
L
w
N
C
a)
a
O
O_
O
1 ti
c
O
T
i
a)
>.
L
N
2
N
L
N
w
T
L
N
°
as
L
Q
(p
Z
C
c
O
O-
O`
d
1�
C
d
Y
U
C
a)
H
N
m
a
H
7
N
N
a
L
H
lfi
M
T
X
Well/Sample
I.D.
Date Collected
(mm/ddlYY)
2L Standard (ug/L)
1
70
70
70
70
600
70
4,000
20
6
70
70
600
400
400
500
GCL (ug/L)
5,000
5,900
8,800
70,000
70,000
80,000
30,500
4,000,000
20,000
6,000
26,100
70,000
260,000
28,500
24,100
50,000
5/4/2016
7,880
NR
NR
NR
NR
22,300
NR
NR
<63
6,060
8,900
NR
63,100
56,000
14,600
111,900
10/20/20/16
Not Sampled - Free Product
7/11/2018
Not Sampled - Free Product
MW-1
4/16/2019
Not Sampled - Free Product
3/27/2020
Not Sampled - Free Product
3/4/2021
784
<12.2
<10
<8.8
<7.7
911
64.6
NR
<10.6
233
<8.5
<7.3
3,680
1,590
431
4,890
3/11/2022
560
<6.1
<5.0
<4.4
<3.8
568
52.1
NR
<5.3
144
191
<3.6
2,250
1,190
347
2,734
9/22/2022
481
<6.1
<5.0
14.2
<3.8
484
43.9
NR
6.1J
123
147
<3.6
1,750
989
281
2,476
10/20/2016
3,400
NR
NR
NR
NR
483
NR
NR
131
21.2
44.1
NR
4,690
351
97.8 J
3,080
7/11/2018
520
<10
<10
<10
21
72
2.8 J
<100
36
<100
5.0 J
<10
630
61
14
430
4/16/2019
330
<5.0
<5.0
<5.0
14
71
2.7 J
46 J
17
27 J
6.4
<5.0
660
49
14
380
MW-2
3/27/2020
2,400
<20
<20
<40
68
280
<80
<200
110
<20
51
<20
3,700
210
87
1,620
3/4/2021
3,310
<24.5
<20
<17.6
76.7
873
39.5
NR
118
291
<17
<14.6
6,180
815
<16.6
4,430
3/11/2022
2,380
<19.6
<16
<14.1
64.5
618
25.7
NR
114
155
65.1
<11.7
4,020
555
129
3,170
9/22/2022
2,570
<9.8
<8.0
23
65.5
621
25.6
NR
90
162
53
<5.8
2,520
546
135
2,575
10/20/2016
3.2
NR
NR
NR
NR
<0.13
NR
NR
<0.13
<0.13
<0.13
NR
0.21 J
<0.13
<0.13
0.89 J
7/11/2018
63
0.25 J
0.25 J
<10
0.91
0.17 J
2
5.6
<0.50
<5.0
0.37 J
<0.50
1.1
10
5.9
24.9
MW-3
4/16/2019
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<5.0
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<1.5
3/27/2020
<0.50
<0.50
<0.50
<40
<0.50
<0.50
<2.0
<5.0
<0.50
<0.50
<0.50
<0.50
<0.50
<1.0
<0.50
<1.5
3/4/2021
<0.34
<0.49
<0.40
<0.35
<0.31
<0.30
<0.33
NR
<0.42
<0.64
<0.34
<0.29
<0.48
<0.50
<0.33
<1.05
10/20/2016
16
NR
NR
NR
NR
1.20
NR
NR
1.3
<0.13
<0.13
NR
3.1
0.33 J
0.29 J
6.9
7/11/2018
100
<0.50
<0.50
<0.50
0.68
1.70
0.97
<5.0
7.7
<5.0
0.64
<0.50
6.2
7
3.8
76
4/16/2019
65
0.25 J
0.22 J
<0.50
0.86
3.80
2.20
<5.0
7.1
<5.0
1.4
<0.50
2.5
14
8.7
124
MW-4
3/27/2020
24
<0.50
<0.50
<0.50
<0.50
1.90
2.20
<5.0
14
4.9
<0.50
<0.50
0.24 J
11
4.2
66
3/4/2021
4.4
<0.49
<0.40
<0.35
<0.31
1.90
0.76
NR
<0.42
1.4 J
<0.34
<0.29
<0.48
9.6
3.1
25
3/11/2022
0.84
<0.49
<0.40
<0.35
<0.31
2.60
0.5
NR
1.8
0.73J
0.52
<0.29
<0.48
4
1.6
11.3
9/22/2022
1.5
1 <0.49
<0.40
<0.43
<0.31
1 2.30
0.48J
NR
1.5
1.3J
1 0.55
<0.29
<0.48
4.8
1.8
1 13.2
Page 1

TABLE 4
Summary of Groundwater Analytical Results
Kingsway #3
1010 South New Hope Road
Gastonia, North Carolina
Terracon Project No. 71217090
NCDEQ Incident No. 40591
Analytical Method
Contaminant of Concern
N
O
O
N
L
N
N
N
N
a
N
N
a
N
L
T
C
Well/Sample
Date Collected
N
I
c
C
T
c
a)
W
I.D.
(mmlddlyy)
°
o
c
s
E
E
O
N
_
�
O
CO
O
`O
O.
N
Q
O
T
T
,L.+
>.
O.
O
C
f-
H
T
X
O
m
L
O
N
>,
L
O-
O
L
N
L
N
Q
(6
Q
d
d
w
O
N
N
M
O
00
C
ur
U
i5
I W
ti
2
Z
c
U)
H
H
2L Standard(ug/L)
1
70
70
70
70
600
70
4,000
20
6
70
70
600
400
400
500
GCL (ug/L)
5,000
5,900
8,800
70,000
70,000
80,000
30,500
4,000,000
20,000
6,000
26,100
70,000
260,000
28,500
24,100
50,000
11/19/2018
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<5.0
<0.50
1 <5.0
<0.50
<0.50
<0.50
<0.50
<0.50
<1.5
4/16/2019
2.6
3.9
1
<0.50
0.85
36
4
<5.0
<0.50
54
16
0.16 J
37
150
36
225
MW-5
3/27/2020
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<5.0
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<1.5
3/4/2021
<0.34
<0.49
<0.40
<0.35
<0.31
<0.30
<0.33
NR
<0.42
<0.64
<0.34
<0.29
<0.48
<0.50
<0.33
<1.05
3/11/2022
<0.34
<0.49
<0.40
<0.35
<0.31
<0.30
<0.33
NR
<0.42
<0.64
<0.34
<0.29
<0.48
<0.50
<0.33
<1.05
11/19/2018
7.7
<0.50
0.17 J
<0.50
1.50
0.13 J
0.49 J
<5.0
<0.50
<5.0
<0.50
<0.50
0.24 J
0.21 J
0.17 J
0.38 J
MW-6
4/16/2019
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<5.0
<0.50
<2.0
<0.50
<0.50
<0.50
<0.50
<0.50
<1.5
3/27/2020
<0.50
<0.50
<0.50
<1.0
<0.50
<0.50
<0.50
<5.0
<0.50
<0.50
<0.50
<0.50
0.52
<1.0
<0.50
<1.5
3/4/2021
<0.34
<0.49
<0.40
<0.35
<0.31
<0.30
<0.33
NR
<0.42
<0.64
<0.34
<0.29
<0.48
<0.50
<0.33
<1.05
10/20/2016
<0.13
NR
NR
NR
NR
<0.13
NR
NR
<0.13
<0.13
<0.13
NR
<0.13
<0.13
<0.13
<0.31
7/11/2018
<0.50
<0.50
<0.50
NR
<0.50
<0.50
<0.50
<5.0
<0.50
<5.0
<0.50
<0.50
<0.50
<0.50
<0.50
<1.5
TW-1
4/16/2019
12
6
3
<0.50
0.17 J
75
8.2
<5.0
<0.50
35
21
0.37 J
210
240
89
610
3/27/2020
200
270
37
<50
<25
1,500
170
<250
<25
860
530
<25
3,600
5,700
1,100
10,500
3/4/2021
<0.34
<0.49
<0.40
<0.35
<0.31
<0.30
<0.33
NR
<0.42
<0.64
<0.34
<0.29
<0.48
<0.50
<0.33
<1.05
11/19/2018
Not Sampled - Free Product
4/16/2019
4,100 94 J 40 J <100 96 J 4,300 240 1 600 J I <100 1 1,400 780 <100 18,000 5,700 1,500 23,700
RW-1
3/27/2020
Not Sampled - Free Product
3/4/2021
1,530
<24.5
<20
<17.6
<15.4
1,550
108
NR
<21.1
392
<17
<14.6
5,780
2,750
<16.6
8,420
3/11/2022
414
1
<4.9
<4.0
<3.5
<3.1
483
44.2
NR
<4.2
129
145
<2.9
861
1,100
298
2,607
9/22/2022
Not Sampled - Free Product
Notes
pg/L - Micrograms per liter
ND - not detected
< - less than method detection limit
NE - standard not established.
Bold font denotes levels above the 2L standard.
GCL = Gross contamination levels for groundwater
Yellow shading denotes levels above GCLs
NR - not reported.
J - estimated concentration
Page 2

APPENDIX A
FIELD NOTES and SITE PHOTOGRAPHS

Groundwater Sampling Log
Project No. Kin swa #3
Site Location 1010 South New Hope Rd Gastonia NC
Weather _
Casing
Diameter Gal/ft L/ft
❑
6
1.47
5.56
❑
4
.653
2.47
❑
3
.367
1.39
®
2
.163
.618
❑
1
.041
.154
❑
3/
.023
.087
Sample Method
❑ Peristaltic ❑ Grundfos
❑ Bladder ❑ Monsoon
❑ Bailer ❑ PDB
❑ Monsoon
Field Parameters
Tir
11
Laboratory Analyses
Irerracon
Date Q ] LZ MI
Well ID M&I - _
Sample Collection Time II ZO
Evacuation Data
Screen Length (ft bls)
Well Length (ft bTOC)
Depth to water (ft bTOC) c
Water column length (ft) t,
Well Volume ,C161
Evacuation Volume (x ) 2 •iIq
Purge Device QA/QC Samples
❑ Dedicated ❑ Duplicate
❑ Disposable ❑ MS/MSD
❑ Decontaminated ❑ Equipment Blank
Field Blank
Sample ID for QA/QC
ea 11L0
sown
Analytical Parameter A� Method
® VOCs i 8260
No.
Bottles
Bottle Size/Type Preservative
40 mL glass HCI
4
❑ PAHs
❑ SVOCs 8270
2
1 L amber none
❑ TPH
❑ Metals 6010
1
250 mL Plastic nitric acid
171
Notes:
Sampling Personnel:

Groundwater Sampling Log Irerracon
Project No. Kingswafy #3
Site Location - 1010 South New Hobe Rd Gastonia NC
Weather
Casing
Diameter Gal/ft L/ft
❑
6
1.47
5.56
❑
4
.653
2.47
❑
3
.367
1.39
®
2
.163.
.618
❑
1
.041
.154
❑
3/
.023
.087
Sample Method
❑ Peristaltic ❑ Grundfos
❑ Bladder ❑ Monsoon
❑ Bailer ❑ PDB
❑ Monsoon
Field Parameters
Date 91Z ZIJ &
Well ID YY ;j,
Sample Collection Time
Evacuation Data
Screen Length (ft bls)
Well Length (ft bTOC)
Depth to water (ft bTOC)
Water column length (ft)
Well Volume
Evacuation Volume (x �j )
Purge Device
❑ Dedicated
❑ Disposable
❑ Decontaminated
Time Purge Temp pH DO
-(mg/L)
Laboratory Analyses
Analytical Parameter
®
VOCs
❑
PAHs
❑
SVOCs
❑
TPH
❑
Metals
Notes: AiL , ftkY
4
QA/QC Samples
❑
Duplicate
❑
MS/MSD
❑
Equipment Blank
❑
Field Blank
Sample ID for QA/QC
Cond. Turb. Redox Flow Drawdown
(µmhos/cm) (NTU)___ — (TV)----. ImL/min)_ TL_ —
Method No.
Bottles
8260 4
Bottle Size/Type Preservative
40 mL glass I HCI
8270 2 1 L amber none
6010 1 250 mL Plastic nitric acid
Sampling Personnel:

Groundwater Sampling Log Irerracon
Project No. Kingsway #3
Site Location 1010 South New Hope Rd Gastonia.- NC
Weather _—
Casing
Diameter Gal/ft L/ft
❑
6
1.47
5.56
❑
4
.653
2.47
❑
3
.367
1.39
®
2
.163
.618
❑
1
.041
.154
❑
3/
.023
.087
Sample Method
❑ Peristaltic ❑ Grundfos
❑ Bladder ❑ Monsoon
❑ Bailer ❑ PDB
❑ Monsoon
Field Parameters
Time Purge [Temp
C)_
Laboratory Analyses
Analytical Parameter
Date 61177 1l . G I
Well ID Mw , y
Sample Collection Time I 1 f
Evacuation Data
Screen Length (ft bls)
Well Length (ft bTOC)
Depth to water (ft bTOC)
Water column length (ft)
Well Volume
Evacuation Volume (x 2, )
Purge Device
❑ Dedicated
❑ Disposable
❑ Decontaminated
pH- I -
DO
"i�15 �I.Oi
L45-Liq
t-12
"QC Samples
❑
Duplicate
❑
MS/MSD
❑
Equipment Blank
❑
Field Blank
Sample ID for QA/QC
Cond. —� Turb. Redox
(µmhos/cm) (NTU)_ (my)
Flow Drawdown
fmUminj . _L).. -- —
Bottle Size/Type Preservative
® VOCs _ 8� 260 4 40 mL glass HCI
❑ PAHs _
❑ SVOCs 8270 2 1 L amber none
❑ TPH i
❑ Metals 6010 i 1 250 mL Plastic nitric acid
Notes: Watt Vav� °j N nr �..�i nwtt 0\(L-, 03 tD-IF
Method No.
Bottles
Sampling Personnel: TAfl
-

Groundwater Sampling Log
Project No. _ Kingsway #3 _
Site Location 1010 South New Hope Rd Gastonia. NC
Weather
Casing
Diameter Gal/ft L/ft
❑
6
1.47
5.56
❑
4
.653
2.47
❑
3
.367
1.39
®
2
.163
.618
❑
1
.041
.154
❑
3/
.023
.087
Sample Method
❑ Peristaltic ❑ Grundfos
❑ Bladder ❑ Monsoon
❑ Bailer ❑ PDB
❑ Monsoon
Field Parameters
Time I Purge Temp
Laboratory Analyses
Irermcon
Date
Well ID
Sample Collection Time
Evacuation Data
Screen Length (ft bls)
Well Length (ft bTOC)
Depth to water (ft bTOC)
Water column length (ft)
Well Volume
Evacuation Volume (x )
Purge Device
❑ Dedicated
❑ Disposable
❑ Decontaminated
QA/QC Samples
❑
Duplicate
❑
MS/MSD
❑
Equipment Blank
❑
Field Blank
Sample ID for QA/QC
pH --]—DO Cond. Turb. Redox Flow FDrawdown
µmhos/cm) (N- (mV)-- _ _.._(mUmin- �ft�
Analytical Parameter Method No. Bottle Size/Type
_ {' Bottles
ElVOCs 1 8260 1 4 40 mL glass
❑ PAHs
❑ SVOCs _ _ 8270 2 1 L amber
❑ TPH _ J
❑ Metals 16010 1 250 mL Plastic
❑ i
Notes: Z\1110'� \M 1L(� (NU, , Ova YC%
Preservative
HCI
none
nitric acid
Sampling Personnel:

-- -
Yip
Th
dAtead_�,�I�—
- b � p e�� _ L�e
i►a- , Nf11N I I- - �. -
-t If I YYtpi� o
1 h W a;,A. � .1•Y Y�U

Project No. 71217090
nnfn Phnfnc Tnknn• Mari-h 11 M22
lrerracon
Photograph 1: View of on -site convenience store, facing northeast.
WOOD
s a �
Photograph 2: View of monitoring well MW-1 and recovery well RW-1, facing north.
Kingsway #3 — Gastonia, North Carolina

Project No. 71217090
nnfn Phnfnc Tnknn• Mari-h 11 M22
lrerracon
Photograph 3: View of monitoring well MW-2, facing east.
Photograph 4: View of monitoring well MW-4, facing northeast.
Kingsway #3 — Gastonia, North Carolina

Project No. 71217090
nnfn Phnfnc Tnknn• Mari-h 11 M22
lrerracon
Photograph 5: View of monitoring well MW-5, facing southwest.
Kingsway #3 — Gastonia, North Carolina

APPENDIX B
LABORATORY ANALYTICAL REPORT

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
September 29, 2022
Ayla Homer
Terracon
2701 Westport Road
Charlotte, NC 28208
RE: Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Dear Ayla Homer:
Enclosed are the analytical results for sample(s) received by the laboratory on September 23, 2022. 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,
c5�
Taylor M Cannon
[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 26

lacmnalyfica('
www,pacelabs.com
Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
CERTIFICATIONS
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
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 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE SUMMARY
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Lab ID
Sample ID
Matrix
Date Collected
Date Received
92627339001
MW-1
Water
09/22/22 11:20
09/23/22
08:00
92627339002
MW-2
Water
09/22/22 12:10
09/23/22
08:00
92627339003
MW-4
Water
09/22/22 11:10
09/23/22
08:00
92627339004
FB
Water
09/22/2211:40
09/23/22
08:00
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 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Analytes
Lab ID Sample ID
Method
Analysts
Reported
Laboratory
92627339001 MW-1
SM 6200B
SAS
63
PASI-C
92627339002 MW-2
SM 6200B
SAS
63
PASI-C
92627339003 MW-4
SM 6200B
SAS
63
PASI-C
92627339004 FB
SM 6200B
SAS
63
PASI-C
PASI-C = Pace Analytical Services - Charlotte
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: MW-1 Lab ID: 92627339001 Collected: 09/22/22 11:20 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL 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
Date: 09/29/2022 12:03 PM
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
481
ug/L
6.2
4.3
12.5
09/28/22 03:37
71-43-2
ND
ug/L
6.2
3.6
12.5
09/28/22 03:37
108-86-1
ND
ug/L
6.2
5.8
12.5
09/28/22 03:37
74-97-5
ND
ug/L
6.2
3.8
12.5
09/28/22 03:37
75-27-4
ND
ug/L
6.2
4.3
12.5
09/28/22 03:37
75-25-2
ND
ug/L
62.5
20.8
12.5
09/28/22 03:37
74-83-9
ND
ug/L
6.2
6.1
12.5
09/28/22 03:37
104-51-8
ND
ug/L
6.2
5.0
12.5
09/28/22 03:37
135-98-8
ND
ug/L
6.2
4.0
12.5
09/28/22 03:37
98-06-6
ND
ug/L
6.2
4.2
12.5
09/28/22 03:37
56-23-5
ND
ug/L
6.2
3.6
12.5
09/28/22 03:37
108-90-7
ND
ug/L
12.5
8.1
12.5
09/28/22 03:37
75-00-3
14.2
ug/L
6.2
5.4
12.5
09/28/22 03:37
67-66-3
ND
ug/L
12.5
6.8
12.5
09/28/22 03:37
74-87-3
ND
ug/L
6.2
4.0
12.5
09/28/22 03:37
95-49-8
ND
ug/L
6.2
4.0
12.5
09/28/22 03:37
106-43-4
ND
ug/L
12.5
4.2
12.5
09/28/22 03:37
96-12-8
ND
ug/L
6.2
4.5
12.5
09/28/22 03:37
124-48-1
ND
ug/L
6.2
3.4
12.5
09/28/22 03:37
106-93-4
ND
ug/L
6.2
4.9
12.5
09/28/22 03:37
74-95-3
ND
ug/L
6.2
4.2
12.5
09/28/22 03:37
95-50-1
ND
ug/L
6.2
4.2
12.5
09/28/22 03:37
541-73-1
ND
ug/L
6.2
4.2
12.5
09/28/22 03:37
106-46-7
ND
ug/L
6.2
4.3
12.5
09/28/22 03:37
75-71-8
ND
ug/L
6.2
4.6
12.5
09/28/22 03:37
75-34-3
ND
ug/L
6.2
4.0
12.5
09/28/22 03:37
107-06-2
ND
ug/L
6.2
4.4
12.5
09/28/22 03:37
75-35-4
ND
ug/L
6.2
4.8
12.5
09/28/22 03:37
156-59-2
ND
ug/L
6.2
5.0
12.5
09/28/22 03:37
156-60-5
ND
ug/L
6.2
4.4
12.5
09/28/22 03:37
78-87-5
ND
ug/L
6.2
3.6
12.5
09/28/22 03:37
142-28-9
ND
ug/L
6.2
4.8
12.5
09/28/22 03:37
594-20-7
ND
ug/L
6.2
5.3
12.5
09/28/22 03:37
563-58-6
ND
ug/L
6.2
4.6
12.5
09/28/22 03:37
10061-01-5
ND
ug/L
6.2
4.5
12.5
09/28/22 03:37
10061-02-6
ND
ug/L
6.2
3.8
12.5
09/28/22 03:37
108-20-3
484
ug/L
6.2
3.8
12.5
09/28/22 03:37
100-41-4
ND
ug/L
25.0
19.1
12.5
09/28/22 03:37
87-68-3
43.9
ug/L
6.2
4.2
12.5
09/28/22 03:37
98-82-8
ND
ug/L
25.0
24.4
12.5
09/28/22 03:37
75-09-2
6.1J
ug/L
6.2
5.3
12.5
09/28/22 03:37
1634-04-4
123
ug/L
25.0
8.1
12.5
09/28/22 03:37
91-20-3
147
ug/L
6.2
4.2
12.5
09/28/22 03:37
103-65-1
ND
ug/L
6.2
3.6
12.5
09/28/22 03:37
100-42-5
ND
ug/L
6.2
3.9
12.5
09/28/22 03:37
630-20-6
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 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: MW-1 Lab ID: 92627339001 Collected: 09/22/22 11:20 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6200B MSV
1,1,2,2-Tetrachloroethane
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)
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
ND
ug/L
6.2
ND
ug/L
6.2
1750
ug/L
6.2
ND
ug/L
25.0
ND
ug/L
25.0
ND
ug/L
6.2
ND
ug/L
6.2
ND
ug/L
6.2
ND
ug/L
12.5
ND
ug/L
6.2
989
ug/L
6.2
281
ug/L
6.2
ND
ug/L
12.5
1790
ug/L
12.5
686
ug/L
6.2
96
%
70-130
102
%
70-130
103
%
70-130
2.8
12.5
09/28/22 03:37
79-34-5
3.6
12.5
09/28/22 03:37
127-18-4
6.1
12.5
09/28/22 03:37
108-88-3
10.1
12.5
09/28/22 03:37
87-61-6
8.0
12.5
09/28/22 03:37
120-82-1
4.2
12.5
09/28/22 03:37
71-55-6
4.1
12.5
09/28/22 03:37
79-00-5
4.8
12.5
09/28/22 03:37
79-01-6
3.7
12.5
09/28/22 03:37
75-69-4
3.3
12.5
09/28/22 03:37
96-18-4
6.2
12.5
09/28/22 03:37
95-63-6
4.2
12.5
09/28/22 03:37
108-67-8
4.8
12.5
09/28/22 03:37
75-01-4
8.9
12.5
09/28/22 03:37
179601-23-1
4.2
12.5
09/28/22 03:37
95-47-6
12.5 09/28/22 03:37 17060-07-0
12.5 09/28/22 03:37 460-00-4
12.5 09/28/22 03:37 2037-26-5
Sample: MW-2 Lab ID: 92627339002 Collected: 09/22/22 12:10 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL 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
Date: 09/29/2022 12:03 PM
Analytical Method: SM 6200B
Pace Analytical Services
- Charlotte
2570
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
100
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
20.0
22.9
ug/L
10.0
ND
ug/L
20.0
ND
ug/L
10.0
ND
ug/L
10.0
ND
ug/L
20.0
6.9
20
09/28/22 03:55
71-43-2
5.8
20
09/28/22 03:55
108-86-1
9.4
20
09/28/22 03:55
74-97-5
6.1
20
09/28/22 03:55
75-27-4
6.8
20
09/28/22 03:55
75-25-2
33.2
20
09/28/22 03:55
74-83-9
9.8
20
09/28/22 03:55
104-51-8
8.0
20
09/28/22 03:55
135-98-8
6.5
20
09/28/22 03:55
98-06-6
6.7
20
09/28/22 03:55
56-23-5
5.7
20
09/28/22 03:55
108-90-7
13.0
20
09/28/22 03:55
75-00-3
8.6
20
09/28/22 03:55
67-66-3
10.8
20
09/28/22 03:55
74-87-3
6.4
20
09/28/22 03:55
95-49-8
6.5
20
09/28/22 03:55
106-43-4
6.8
20
09/28/22 03:55
96-12-8
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: MW-2 Lab ID: 92627339002 Collected: 09/22/22 12:10 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
Dibromochloromethane
ND
ug/L
10.0
7.2
20
09/28/22 03:55
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
10.0
5.4
20
09/28/22 03:55
106-93-4
Dibromomethane
ND
ug/L
10.0
7.9
20
09/28/22 03:55
74-95-3
1,2-Dichlorobenzene
ND
ug/L
10.0
6.8
20
09/28/22 03:55
95-50-1
1,3-Dichlorobenzene
ND
ug/L
10.0
6.8
20
09/28/22 03:55
541-73-1
1,4-Dichlorobenzene
ND
ug/L
10.0
6.7
20
09/28/22 03:55
106-46-7
Dichlorodifluoromethane
ND
ug/L
10.0
6.9
20
09/28/22 03:55
75-71-8
1,1-Dichloroethane
ND
ug/L
10.0
7.3
20
09/28/22 03:55
75-34-3
1,2-Dichloroethane
ND
ug/L
10.0
6.4
20
09/28/22 03:55
107-06-2
1,1-Dichloroethene
ND
ug/L
10.0
7.0
20
09/28/22 03:55
75-35-4
cis-1,2-Dichloroethene
ND
ug/L
10.0
7.7
20
09/28/22 03:55
156-59-2
trans-1,2-Dichloroethene
ND
ug/L
10.0
7.9
20
09/28/22 03:55
156-60-5
1,2-Dichloropropane
ND
ug/L
10.0
7.1
20
09/28/22 03:55
78-87-5
1,3-Dichloropropane
ND
ug/L
10.0
5.7
20
09/28/22 03:55
142-28-9
2,2-Dichloropropane
ND
ug/L
10.0
7.8
20
09/28/22 03:55
594-20-7
1,1-Dichloropropene
ND
ug/L
10.0
8.5
20
09/28/22 03:55
563-58-6
cis-1,3-Dichloropropene
ND
ug/L
10.0
7.3
20
09/28/22 03:55
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
10.0
7.3
20
09/28/22 03:55
10061-02-6
Diisopropyl ether
65.5
ug/L
10.0
6.2
20
09/28/22 03:55
108-20-3
Ethylbenzene
621
ug/L
10.0
6.1
20
09/28/22 03:55
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
40.0
30.6
20
09/28/22 03:55
87-68-3
Isopropylbenzene (Cumene)
25.6
ug/L
10.0
6.7
20
09/28/22 03:55
98-82-8
Methylene Chloride
ND
ug/L
40.0
39.0
20
09/28/22 03:55
75-09-2
Methyl-tert-butyl ether
90.0
ug/L
10.0
8.4
20
09/28/22 03:55
1634-04-4
Naphthalene
162
ug/L
40.0
12.9
20
09/28/22 03:55
91-20-3
n-Propylbenzene
53.0
ug/L
10.0
6.8
20
09/28/22 03:55
103-65-1
Styrene
ND
ug/L
10.0
5.8
20
09/28/22 03:55
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
10.0
6.2
20
09/28/22 03:55
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
10.0
4.5
20
09/28/22 03:55
79-34-5
Tetrachloroethene
ND
ug/L
10.0
5.8
20
09/28/22 03:55
127-18-4
Toluene
2520
ug/L
10.0
9.7
20
09/28/22 03:55
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
40.0
16.1
20
09/28/22 03:55
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
40.0
12.8
20
09/28/22 03:55
120-82-1
1,1,1-Trichloroethane
ND
ug/L
10.0
6.6
20
09/28/22 03:55
71-55-6
1,1,2-Trichloroethane
ND
ug/L
10.0
6.5
20
09/28/22 03:55
79-00-5
Trichloroethene
ND
ug/L
10.0
7.7
20
09/28/22 03:55
79-01-6
Trichlorofluoromethane
ND
ug/L
20.0
6.0
20
09/28/22 03:55
75-69-4
1,2,3-Trichloropropane
ND
ug/L
10.0
5.2
20
09/28/22 03:55
96-18-4
1,2,4-Trimethylbenzene
546
ug/L
10.0
9.9
20
09/28/22 03:55
95-63-6
1,3,5-Trimethylbenzene
135
ug/L
10.0
6.6
20
09/28/22 03:55
108-67-8
Vinyl chloride
ND
ug/L
20.0
7.7
20
09/28/22 03:55
75-01-4
m&p-Xylene
1800
ug/L
20.0
14.2
20
09/28/22 03:55
179601-23-1
o-Xylene
775
ug/L
10.0
6.8
20
09/28/22 03:55
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
91
%
70-130
20
09/28/22 03:55
17060-07-0
REPORT
OF LABORATORY
ANALYSIS
This report shall not be reproduced,
except in full,
Date: 09/29/2022 12:03 PM
without the written
consent of Pace
Analytical Services, LLC.
Page 7 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: MW-2 Lab ID: 92627339002 Collected: 09/22/22 12:10 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6200B MSV
Surrogates
4-Bromofluorobenzene (S)
Toluene-d8 (S)
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
101 % 70-130 20
104 % 70-130 20
09/28/22 03:55 460-00-4
09/28/22 03:55 2037-26-5
Sample: MW-4 Lab ID: 92627339003 Collected: 09/22/22 11:10 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL 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
Date: 09/29/2022 12:03 PM
Analytical Method: SM 6200B
Pace Analytical Services
- Charlotte
1.5
ug/L
0.50
0.34
1
09/27/22 03:52
71-43-2
ND
ug/L
0.50
0.29
1
09/27/22 03:52
108-86-1
ND
ug/L
0.50
0.47
1
09/27/22 03:52
74-97-5
ND
ug/L
0.50
0.31
1
09/27/22 03:52
75-27-4
ND
ug/L
0.50
0.34
1
09/27/22 03:52
75-25-2
ND
ug/L
5.0
1.7
1
09/27/22 03:52
74-83-9
ND
ug/L
0.50
0.49
1
09/27/22 03:52
104-51-8
ND
ug/L
0.50
0.40
1
09/27/22 03:52
135-98-8
ND
ug/L
0.50
0.32
1
09/27/22 03:52
98-06-6
ND
ug/L
0.50
0.33
1
09/27/22 03:52
56-23-5
ND
ug/L
0.50
0.28
1
09/27/22 03:52
108-90-7
ND
ug/L
1.0
0.65
1
09/27/22 03:52
75-00-3
ND
ug/L
0.50
0.43
1
09/27/22 03:52
67-66-3
ND
ug/L
1.0
0.54
1
09/27/22 03:52
74-87-3
ND
ug/L
0.50
0.32
1
09/27/22 03:52
95-49-8
ND
ug/L
0.50
0.32
1
09/27/22 03:52
106-43-4
ND
ug/L
1.0
0.34
1
09/27/22 03:52
96-12-8
ND
ug/L
0.50
0.36
1
09/27/22 03:52
124-48-1
ND
ug/L
0.50
0.27
1
09/27/22 03:52
106-93-4
ND
ug/L
0.50
0.39
1
09/27/22 03:52
74-95-3
ND
ug/L
0.50
0.34
1
09/27/22 03:52
95-50-1
ND
ug/L
0.50
0.34
1
09/27/22 03:52
541-73-1
ND
ug/L
0.50
0.33
1
09/27/22 03:52
106-46-7
ND
ug/L
0.50
0.35
1
09/27/22 03:52
75-71-8
ND
ug/L
0.50
0.37
1
09/27/22 03:52
75-34-3
ND
ug/L
0.50
0.32
1
09/27/22 03:52
107-06-2
ND
ug/L
0.50
0.35
1
09/27/22 03:52
75-35-4
ND
ug/L
0.50
0.38
1
09/27/22 03:52
156-59-2
ND
ug/L
0.50
0.40
1
09/27/22 03:52
156-60-5
ND
ug/L
0.50
0.36
1
09/27/22 03:52
78-87-5
ND
ug/L
0.50
0.28
1
09/27/22 03:52
142-28-9
ND
ug/L
0.50
0.39
1
09/27/22 03:52
594-20-7
ND
ug/L
0.50
0.43
1
09/27/22 03:52
563-58-6
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 8 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: MW-4 Lab ID: 92627339003 Collected: 09/22/22 11:10 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6200B MSV
Analytical Method: SM 6200B
Pace Analytical
Services
- Charlotte
cis-1,3-Dichloropropene
ND
ug/L
0.50
0.36
1
09/27/22 03:52
10061-01-5
trans- 1,3-Dichloropropene
ND
ug/L
0.50
0.36
1
09/27/22 03:52
10061-02-6
Diisopropyl ether
ND
ug/L
0.50
0.31
1
09/27/22 03:52
108-20-3
Ethylbenzene
2.3
ug/L
0.50
0.30
1
09/27/22 03:52
100-41-4
Hexachloro-1,3-butadiene
ND
ug/L
2.0
1.5
1
09/27/22 03:52
87-68-3
Isopropylbenzene (Cumene)
0.48J
ug/L
0.50
0.33
1
09/27/22 03:52
98-82-8
Methylene Chloride
ND
ug/L
2.0
2.0
1
09/27/22 03:52
75-09-2
Methyl-tert-butyl ether
1.5
ug/L
0.50
0.42
1
09/27/22 03:52
1634-04-4
Naphthalene
1.3.1
ug/L
2.0
0.64
1
09/27/22 03:52
91-20-3
n-Propylbenzene
0.55
ug/L
0.50
0.34
1
09/27/22 03:52
103-65-1
Styrene
ND
ug/L
0.50
0.29
1
09/27/22 03:52
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/L
0.50
0.31
1
09/27/22 03:52
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/L
0.50
0.22
1
09/27/22 03:52
79-34-5
Tetrachloroethene
ND
ug/L
0.50
0.29
1
09/27/22 03:52
127-18-4
Toluene
ND
ug/L
0.50
0.48
1
09/27/22 03:52
108-88-3
1,2,3-Trichlorobenzene
ND
ug/L
2.0
0.81
1
09/27/22 03:52
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
2.0
0.64
1
09/27/22 03:52
120-82-1
1,1,1-Trichloroethane
ND
ug/L
0.50
0.33
1
09/27/22 03:52
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
0.32
1
09/27/22 03:52
79-00-5
Trichloroethene
ND
ug/L
0.50
0.38
1
09/27/22 03:52
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
0.30
1
09/27/22 03:52
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
0.26
1
09/27/22 03:52
96-18-4
1,2,4-Trimethylbenzene
4.8
ug/L
0.50
0.50
1
09/27/22 03:52
95-63-6
1,3,5-Trimethylbenzene
1.8
ug/L
0.50
0.33
1
09/27/22 03:52
108-67-8
Vinyl chloride
ND
ug/L
1.0
0.39
1
09/27/22 03:52
75-01-4
m&p-Xylene
7.7
ug/L
1.0
0.71
1
09/27/22 03:52
179601-23-1
o-Xylene
5.5
ug/L
0.50
0.34
1
09/27/22 03:52
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
92
%
70-130
1
09/27/22 03:52
17060-07-0
4-Bromofluorobenzene (S)
105
%
70-130
1
09/27/22 03:52
460-00-4
Toluene-d8 (S)
103
%
70-130
1
09/27/22 03:52
2037-26-5
Sample: FB
Lab ID:
92627339004
Collected:
09/22/22 11:40
Received: 09/23/22 08:00 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared Analyzed
CAS No. Qual
6200B MSV
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Date: 09/29/2022 12:03 PM
Analytical Method: SM 6200B
Pace Analytical Services
- Charlotte
ND ug/L
0.50
ND ug/L
0.50
ND ug/L
0.50
ND ug/L
0.50
ND ug/L
0.50
0.34
1
09/27/22 01:45
71-43-2
0.29
1
09/27/22 01:45
108-86-1
0.47
1
09/27/22 01:45
74-97-5
0.31
1
09/27/22 01:45
75-27-4
0.34
1
09/27/22 01:45
75-25-2
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 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: FB Lab ID: 92627339004 Collected: 09/22/22 11:40 Received: 09/23/22 08:00 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6200B MSV
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
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
Date: 09/29/2022 12:03 PM
Analytical Method: SM 6200B
Pace Analytical Services - Charlotte
ND
ug/L
5.0
1.7
1
09/27/22 01:45
74-83-9
ND
ug/L
0.50
0.49
1
09/27/22 01:45
104-51-8
ND
ug/L
0.50
0.40
1
09/27/22 01:45
135-98-8
ND
ug/L
0.50
0.32
1
09/27/22 01:45
98-06-6
ND
ug/L
0.50
0.33
1
09/27/22 01:45
56-23-5
ND
ug/L
0.50
0.28
1
09/27/22 01:45
108-90-7
ND
ug/L
1.0
0.65
1
09/27/22 01:45
75-00-3
ND
ug/L
0.50
0.43
1
09/27/22 01:45
67-66-3
ND
ug/L
1.0
0.54
1
09/27/22 01:45
74-87-3
ND
ug/L
0.50
0.32
1
09/27/22 01:45
95-49-8
ND
ug/L
0.50
0.32
1
09/27/22 01:45
106-43-4
ND
ug/L
1.0
0.34
1
09/27/22 01:45
96-12-8
ND
ug/L
0.50
0.36
1
09/27/22 01:45
124-48-1
ND
ug/L
0.50
0.27
1
09/27/22 01:45
106-93-4
ND
ug/L
0.50
0.39
1
09/27/22 01:45
74-95-3
ND
ug/L
0.50
0.34
1
09/27/22 01:45
95-50-1
ND
ug/L
0.50
0.34
1
09/27/22 01:45
541-73-1
ND
ug/L
0.50
0.33
1
09/27/22 01:45
106-46-7
ND
ug/L
0.50
0.35
1
09/27/22 01:45
75-71-8
ND
ug/L
0.50
0.37
1
09/27/22 01:45
75-34-3
ND
ug/L
0.50
0.32
1
09/27/22 01:45
107-06-2
ND
ug/L
0.50
0.35
1
09/27/22 01:45
75-35-4
ND
ug/L
0.50
0.38
1
09/27/22 01:45
156-59-2
ND
ug/L
0.50
0.40
1
09/27/22 01:45
156-60-5
ND
ug/L
0.50
0.36
1
09/27/22 01:45
78-87-5
ND
ug/L
0.50
0.28
1
09/27/22 01:45
142-28-9
ND
ug/L
0.50
0.39
1
09/27/22 01:45
594-20-7
ND
ug/L
0.50
0.43
1
09/27/22 01:45
563-58-6
ND
ug/L
0.50
0.36
1
09/27/22 01:45
10061-01-5
ND
ug/L
0.50
0.36
1
09/27/22 01:45
10061-02-6
ND
ug/L
0.50
0.31
1
09/27/22 01:45
108-20-3
ND
ug/L
0.50
0.30
1
09/27/22 01:45
100-41-4
ND
ug/L
2.0
1.5
1
09/27/22 01:45
87-68-3
ND
ug/L
0.50
0.33
1
09/27/22 01:45
98-82-8
ND
ug/L
2.0
2.0
1
09/27/22 01:45
75-09-2
ND
ug/L
0.50
0.42
1
09/27/22 01:45
1634-04-4
ND
ug/L
2.0
0.64
1
09/27/22 01:45
91-20-3
ND
ug/L
0.50
0.34
1
09/27/22 01:45
103-65-1
ND
ug/L
0.50
0.29
1
09/27/22 01:45
100-42-5
ND
ug/L
0.50
0.31
1
09/27/22 01:45
630-20-6
ND
ug/L
0.50
0.22
1
09/27/22 01:45
79-34-5
ND
ug/L
0.50
0.29
1
09/27/22 01:45
127-18-4
ND
ug/L
0.50
0.48
1
09/27/22 01:45
108-88-3
ND
ug/L
2.0
0.81
1
09/27/22 01:45
87-61-6
ND
ug/L
2.0
0.64
1
09/27/22 01:45
120-82-1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 10 of 26

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9800 Kincey Ave. Suite 100
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[phone]
ANALYTICAL RESULTS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Sample: FB
Lab ID:
92627339004
Collected:
09/22/22 11:40
Received: 09/23/22 08:00 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared Analyzed
CAS No. Qual
6200B MSV
Analytical
Method: SM 6200B
Pace Analytical
Services
- Charlotte
1,1,1-Trichloroethane
ND
ug/L
0.50
0.33
1
09/27/22 01:45
71-55-6
1,1,2-Trichloroethane
ND
ug/L
0.50
0.32
1
09/27/22 01:45
79-00-5
Trichloroethene
ND
ug/L
0.50
0.38
1
09/27/22 01:45
79-01-6
Trichlorofluoromethane
ND
ug/L
1.0
0.30
1
09/27/22 01:45
75-69-4
1,2,3-Trichloropropane
ND
ug/L
0.50
0.26
1
09/27/22 01:45
96-18-4
1,2,4-Trimethylbenzene
ND
ug/L
0.50
0.50
1
09/27/22 01:45
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
0.50
0.33
1
09/27/22 01:45
108-67-8
Vinyl chloride
ND
ug/L
1.0
0.39
1
09/27/22 01:45
75-01-4
m&p-Xylene
ND
ug/L
1.0
0.71
1
09/27/22 01:45
179601-23-1
o-Xylene
ND
ug/L
0.50
0.34
1
09/27/22 01:45
95-47-6
Surrogates
1,2-Dichloroethane-d4 (S)
89
%
70-130
1
09/27/22 01:45
17060-07-0
4-Bromofluorobenzene (S)
102
%
70-130
1
09/27/22 01:45
460-00-4
Toluene-d8 (S)
105
%
70-130
1
09/27/22 01:45
2037-26-5
Date: 09/29/2022 12:03 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 11 of 26

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
QC Batch: 725857 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200E MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92627339003, 92627339004
METHOD BLANK: 3781305
Associated Lab Samples: 92627339003, 92627339004
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
0.31
09/27/22 01:27
1,1,1-Trichloroethane
ug/L
ND
0.50
0.33
09/27/22 01:27
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
0.22
09/27/22 01:27
1,1,2-Trichloroethane
ug/L
ND
0.50
0.32
09/27/22 01:27
1,1-Dichloroethane
ug/L
ND
0.50
0.37
09/27/22 01:27
1,1-Dichloroethene
ug/L
ND
0.50
0.35
09/27/22 01:27
1,1-Dichloropropene
ug/L
ND
0.50
0.43
09/27/22 01:27
1,2,3-Trichlorobenzene
ug/L
ND
2.0
0.81
09/27/22 01:27
1,2,3-Trichloropropane
ug/L
ND
0.50
0.26
09/27/22 01:27
1,2,4-Trichlorobenzene
ug/L
ND
2.0
0.64
09/27/22 01:27
1,2,4-Trimethylbenzene
ug/L
ND
0.50
0.50
09/27/22 01:27
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
0.34
09/27/22 01:27
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
0.27
09/27/22 01:27
1,2-Dichlorobenzene
ug/L
ND
0.50
0.34
09/27/22 01:27
1,2-Dichloroethane
ug/L
ND
0.50
0.32
09/27/22 01:27
1,2-Dichloropropane
ug/L
ND
0.50
0.36
09/27/22 01:27
1,3,5-Trimethylbenzene
ug/L
ND
0.50
0.33
09/27/22 01:27
1,3-Dichlorobenzene
ug/L
ND
0.50
0.34
09/27/22 01:27
1,3-Dichloropropane
ug/L
ND
0.50
0.28
09/27/22 01:27
1,4-Dichlorobenzene
ug/L
ND
0.50
0.33
09/27/22 01:27
2,2-Dichloropropane
ug/L
ND
0.50
0.39
09/27/22 01:27
2-Chlorotoluene
ug/L
ND
0.50
0.32
09/27/22 01:27
4-Chlorotoluene
ug/L
ND
0.50
0.32
09/27/22 01:27
Benzene
ug/L
ND
0.50
0.34
09/27/22 01:27
Bromobenzene
ug/L
ND
0.50
0.29
09/27/22 01:27
Bromochloromethane
ug/L
ND
0.50
0.47
09/27/22 01:27
Bromodichloromethane
ug/L
ND
0.50
0.31
09/27/22 01:27
Bromoform
ug/L
ND
0.50
0.34
09/27/22 01:27
Bromomethane
ug/L
ND
5.0
1.7
09/27/22 01:27
Carbon tetrachloride
ug/L
ND
0.50
0.33
09/27/22 01:27
Chlorobenzene
ug/L
ND
0.50
0.28
09/27/22 01:27
Chloroethane
ug/L
ND
1.0
0.65
09/27/22 01:27
Chloroform
ug/L
ND
0.50
0.43
09/27/22 01:27
Chloromethane
ug/L
ND
1.0
0.54
09/27/22 01:27
cis-1,2-Dichloroethene
ug/L
ND
0.50
0.38
09/27/22 01:27
cis-1,3-Dichloropropene
ug/L
ND
0.50
0.36
09/27/22 01:27
Dibromochloromethane
ug/L
ND
0.50
0.36
09/27/22 01:27
Dibromomethane
ug/L
ND
0.50
0.39
09/27/22 01:27
Dichlorodifluoromethane
ug/L
ND
0.50
0.35
09/27/22 01:27
Diisopropyl ether
ug/L
ND
0.50
0.31
09/27/22 01:27
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 26

Pace Analytical Services, LLC
lac,
Analyilcal ® 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
METHOD BLANK: 3781305
Associated Lab Samples: 92627339003, 92627339004
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
Ethylbenzene
ug/L
ND
0.50
0.30
09/27/22 01:27
Hexachloro-1,3-butadiene
ug/L
ND
2.0
1.5
09/27/22 01:27
Isopropylbenzene (Cumene)
ug/L
ND
0.50
0.33
09/27/22 01:27
m&p-Xylene
ug/L
ND
1.0
0.71
09/27/22 01:27
Methyl-tert-butyl ether
ug/L
ND
0.50
0.42
09/27/22 01:27
Methylene Chloride
ug/L
ND
2.0
2.0
09/27/22 01:27
n-Butylbenzene
ug/L
ND
0.50
0.49
09/27/22 01:27
n-Propylbenzene
ug/L
ND
0.50
0.34
09/27/22 01:27
Naphthalene
ug/L
ND
2.0
0.64
09/27/22 01:27
o-Xylene
ug/L
ND
0.50
0.34
09/27/22 01:27
sec-Butylbenzene
ug/L
ND
0.50
0.40
09/27/22 01:27
Styrene
ug/L
ND
0.50
0.29
09/27/22 01:27
tert-Butyl benzene
ug/L
ND
0.50
0.32
09/27/22 01:27
Tetrachloroethene
ug/L
ND
0.50
0.29
09/27/22 01:27
Toluene
ug/L
ND
0.50
0.48
09/27/22 01:27
trans-1,2-Dichloroethene
ug/L
ND
0.50
0.40
09/27/22 01:27
trans- 1,3-Dichloropropene
ug/L
ND
0.50
0.36
09/27/22 01:27
Trichloroethene
ug/L
ND
0.50
0.38
09/27/22 01:27
Trichlorofluoromethane
ug/L
ND
1.0
0.30
09/27/22 01:27
Vinyl chloride
ug/L
ND
1.0
0.39
09/27/22 01:27
1,2-Dichloroethane-d4 (S)
%
90
70-130
09/27/22 01:27
4-Bromofluorobenzene (S)
%
105
70-130
09/27/22 01:27
Toluene-d8 (S)
%
104
70-130
09/27/22 01:27
LABORATORY CONTROL SAMPLE:
3781306
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
51.0
102
60-140
1,1,1-Trichloroethane
ug/L
50
51.7
103
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
48.6
97
60-140
1,1,2-Trichloroethane
ug/L
50
53.7
107
60-140
1,1-Dichloroethane
ug/L
50
49.4
99
60-140
1,1-Dichloroethene
ug/L
50
49.7
99
60-140
1,1-Dichloropropene
ug/L
50
55.3
111
60-140
1,2,3-Trichlorobenzene
ug/L
50
49.0
98
60-140
1,2,3-Trichloropropane
ug/L
50
46.6
93
60-140
1,2,4-Trichlorobenzene
ug/L
50
49.0
98
60-140
1,2,4-Trimethylbenzene
ug/L
50
46.0
92
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
49.0
98
60-140
1,2-Dibromoethane (EDB)
ug/L
50
49.8
100
60-140
1,2-Dichlorobenzene
ug/L
50
47.9
96
60-140
1,2-Dichloroethane
ug/L
50
48.3
97
60-140
1,2-Dichloropropane
ug/L
50
51.4
103
60-140
1,3,5-Trimethylbenzene
ug/L
50
47.1
94
60-140
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 26

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
LABORATORY CONTROL SAMPLE:
Parameter
3781306
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,3-Dichlorobenzene
ug/L
50
47.0
94
60-140
1,3-Dichloropropane
ug/L
50
48.1
96
60-140
1,4-Dichlorobenzene
ug/L
50
45.9
92
60-140
2,2-Dichloropropane
ug/L
50
51.2
102
60-140
2-Chlorotoluene
ug/L
50
46.3
93
60-140
4-Chlorotoluene
ug/L
50
45.3
91
60-140
Benzene
ug/L
50
48.1
96
60-140
Bromobenzene
ug/L
50
47.2
94
60-140
Bromochloromethane
ug/L
50
54.1
108
60-140
Bromodichloromethane
ug/L
50
50.9
102
60-140
Bromoform
ug/L
50
53.4
107
60-140
Bromomethane
ug/L
50
41.2
82
60-140
Carbon tetrachloride
ug/L
50
52.9
106
60-140
Chlorobenzene
ug/L
50
46.9
94
60-140
Chloroethane
ug/L
50
43.4
87
60-140
Chloroform
ug/L
50
50.0
100
60-140
Chloromethane
ug/L
50
44.9
90
60-140
cis-1,2-Dichloroethene
ug/L
50
49.3
99
60-140
cis-1,3-Dichloropropene
ug/L
50
53.3
107
60-140
Dibromochloromethane
ug/L
50
52.0
104
60-140
Dibromomethane
ug/L
50
53.5
107
60-140
Dichlorodifluoromethane
ug/L
50
46.4
93
60-140
Diisopropyl ether
ug/L
50
49.2
98
60-140
Ethylbenzene
ug/L
50
46.6
93
60-140
Hexachloro-1,3-butadiene
ug/L
50
50.3
101
60-140
Isopropylbenzene(Cumene)
ug/L
50
47.3
95
60-140
m&p-Xylene
ug/L
100
94.4
94
60-140
Methyl-tert-butyl ether
ug/L
50
54.0
108
60-140
Methylene Chloride
ug/L
50
46.9
94
60-140
n-Butylbenzene
ug/L
50
46.8
94
60-140
n-Propylbenzene
ug/L
50
44.7
89
60-140
Naphthalene
ug/L
50
50.7
101
60-140
o-Xylene
ug/L
50
47.3
95
60-140
sec-Butylbenzene
ug/L
50
45.8
92
60-140
Styrene
ug/L
50
49.8
100
60-140
tert-Butyl benzene
ug/L
50
39.8
80
60-140
Tetrachloroethene
ug/L
50
47.3
95
60-140
Toluene
ug/L
50
46.1
92
60-140
trans-1,2-Dichloroethene
ug/L
50
50.6
101
60-140
trans- 1,3-Dichloropropene
ug/L
50
53.2
106
60-140
Trichloroethene
ug/L
50
53.4
107
60-140
Trichlorofluoromethane
ug/L
50
42.3
85
60-140
Vinyl chloride
ug/L
50
48.9
98
60-140
1,2-Dichloroethane-d4 (S)
%
95
70-130
4-Bromofluorobenzene (S)
%
101
70-130
Toluene-d8 (S)
%
99
70-130
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 26

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3781307
MS
92626689001 Spike
Parameter Units Result Conc.
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1, 2,2-Tetrachloroethane
1,1, 2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethyl benzene
1,2-Dibromo-3-
chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethyl benzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlorotoluene
4-Chlorotoluene
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene
(Cumene)
m&p-Xylene
3781308
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits RPD
ug/L
ND
2000
2000
2130
2230
106
112
60-140
ug/L
ND
2000
2000
2380
2460
119
123
60-140
ug/L
ND
2000
2000
2030
2130
102
107
60-140
ug/L
ND
2000
2000
2220
2330
111
117
60-140
ug/L
ND
2000
2000
2270
2310
113
116
60-140
ug/L
ND
2000
2000
2320
2450
116
122
60-140
ug/L
ND
2000
2000
2540
2600
127
130
60-140
ug/L
ND
2000
2000
2010
2150
100
108
60-140
ug/L
ND
2000
2000
1990
2060
100
103
60-140
ug/L
ND
2000
2000
2020
2210
101
110
60-140
ug/L
547
2000
2000
2610
2740
103
109
60-140
ug/L
ND
2000
2000
1930
2090
96
105
60-140
Max
RPD Qual
5 30
3 30
5 30
5 30
2 30
5 30
2 30
7 30
3 30
9 30
5 30
8 30
ug/L
ND
2000
2000
2090
2190
105
110
60-140
5
30
ug/L
ND
2000
2000
2090
2170
105
109
60-140
4
30
ug/L
131
2000
2000
2240
2320
105
109
60-140
4
30
ug/L
ND
2000
2000
2190
2250
110
113
60-140
3
30
ug/L
163
2000
2000
2280
2380
106
111
60-140
4
30
ug/L
ND
2000
2000
2070
2180
104
109
60-140
5
30
ug/L
ND
2000
2000
2000
2090
100
105
60-140
5
30
ug/L
ND
2000
2000
2020
2140
101
107
60-140
6
30
ug/L
ND
2000
2000
2100
2190
105
109
60-140
4
30
ug/L
ND
2000
2000
2020
2130
101
106
60-140
5
30
ug/L
ND
2000
2000
2040
2110
102
105
60-140
3
30
ug/L
5380
2000
2000
7640
7760
113
119
60-140
2
30
ug/L
ND
2000
2000
2070
2140
103
107
60-140
3
30
ug/L
ND
2000
2000
2360
2430
118
122
60-140
3
30
ug/L
ND
2000
2000
2130
2270
107
113
60-140
6
30
ug/L
ND
2000
2000
2120
2210
106
111
60-140
4
30
ug/L
ND
2000
2000
2130
2380
107
119
60-140
11
30
ug/L
ND
2000
2000
2390
2530
119
126
60-140
6
30
ug/L
ND
2000
2000
2110
2170
105
108
60-140
3
30
ug/L
ND
2000
2000
2180
2290
109
114
60-140
5
30
ug/L
ND
2000
2000
2250
2320
112
116
60-140
3
30
ug/L
ND
2000
2000
2050
2130
103
107
60-140
4
30
ug/L
ND
2000
2000
2220
2300
111
115
60-140
3
30
ug/L
ND
2000
2000
2180
2270
109
114
60-140
4
30
ug/L
ND
2000
2000
2060
2130
103
107
60-140
3
30
ug/L
ND
2000
2000
2330
2390
117
119
60-140
2
30
ug/L
ND
2000
2000
2130
2180
106
109
60-140
3
30
ug/L
ND
2000
2000
2050
2150
102
108
60-140
5
30
ug/L
699
2000
2000
2840
2880
107
109
60-140
1
30
ug/L
ND
2000
2000
2240
2410
112
121
60-140
7
30
ug/L
ND
2000
2000
2160
2240
107
111
60-140
4
30
ug/L
2430
4000
4000
6640
6770
105
108
60-140
2
30
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE: 3781307
3781308
MS
MSD
92626689001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Methyl-tert-butyl ether
ug/L
1090
2000
2000
3510
3610
121
126
60-140
3
30
Methylene Chloride
ug/L
ND
2000
2000
2220
2220
111
111
60-140
0
30
n-Butylbenzene
ug/L
ND
2000
2000
2090
2230
105
112
60-140
6
30
n-Propylbenzene
ug/L
58.5
2000
2000
2070
2150
101
105
60-140
4
30
Naphthalene
ug/L
ND
2000
2000
2100
2300
98
108
60-140
9
30
o-Xylene
ug/L
1130
2000
2000
3230
3310
105
109
60-140
2
30
sec-Butylbenzene
ug/L
ND
2000
2000
2040
2180
102
109
60-140
6
30
Styrene
ug/L
ND
2000
2000
2170
2270
108
113
60-140
4
30
tert-Butylbenzene
ug/L
ND
2000
2000
1770
1890
89
94
60-140
6
30
Tetrachloroethene
ug/L
ND
2000
2000
2130
2200
107
110
60-140
3
30
Toluene
ug/L
9440
2000
2000
11200
11400
86
99
60-140
2
30
trans-1,2-Dichloroethene
ug/L
ND
2000
2000
2310
2370
116
119
60-140
3
30
trans-1,3-Dichloropropene
ug/L
ND
2000
2000
2140
2200
107
110
60-140
3
30
Trichloroethene
ug/L
ND
2000
2000
2380
2470
119
123
60-140
4
30
Trichlorofluoromethane
ug/L
ND
2000
2000
2110
2150
106
108
60-140
2
30
Vinyl chloride
ug/L
ND
2000
2000
2330
2400
117
120
60-140
3
30
1,2-Dichloroethane-d4 (S)
%
93
97
70-130
4-Bromofluorobenzene (S)
%
103
101
70-130
Toluene-d8 (S)
%
99
100
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC.
Page 16 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
QC Batch: 726163 Analysis Method: SM 6200B
QC Batch Method: SM 6200B Analysis Description: 6200E MSV
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92627339001, 92627339002
METHOD BLANK: 3782463
Associated Lab Samples: 92627339001, 92627339002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
ND
0.50
0.31
09/28/22 00:00
1,1,1-Trichloroethane
ug/L
ND
0.50
0.33
09/28/22 00:00
1,1,2,2-Tetrachloroethane
ug/L
ND
0.50
0.22
09/28/22 00:00
1,1,2-Trichloroethane
ug/L
ND
0.50
0.32
09/28/22 00:00
1,1-Dichloroethane
ug/L
ND
0.50
0.37
09/28/22 00:00
1,1-Dichloroethene
ug/L
ND
0.50
0.35
09/28/22 00:00
1,1-Dichloropropene
ug/L
ND
0.50
0.43
09/28/22 00:00
1,2,3-Trichlorobenzene
ug/L
ND
2.0
0.81
09/28/22 00:00
1,2,3-Trichloropropane
ug/L
ND
0.50
0.26
09/28/22 00:00
1,2,4-Trichlorobenzene
ug/L
ND
2.0
0.64
09/28/22 00:00
1,2,4-Trimethylbenzene
ug/L
ND
0.50
0.50
09/28/22 00:00
1,2-Dibromo-3-chloropropane
ug/L
ND
1.0
0.34
09/28/22 00:00
1,2-Dibromoethane (EDB)
ug/L
ND
0.50
0.27
09/28/22 00:00
1,2-Dichlorobenzene
ug/L
ND
0.50
0.34
09/28/22 00:00
1,2-Dichloroethane
ug/L
ND
0.50
0.32
09/28/22 00:00
1,2-Dichloropropane
ug/L
ND
0.50
0.36
09/28/22 00:00
1,3,5-Trimethylbenzene
ug/L
ND
0.50
0.33
09/28/22 00:00
1,3-Dichlorobenzene
ug/L
ND
0.50
0.34
09/28/22 00:00
1,3-Dichloropropane
ug/L
ND
0.50
0.28
09/28/22 00:00
1,4-Dichlorobenzene
ug/L
ND
0.50
0.33
09/28/22 00:00
2,2-Dichloropropane
ug/L
ND
0.50
0.39
09/28/22 00:00
2-Chlorotoluene
ug/L
ND
0.50
0.32
09/28/22 00:00
4-Chlorotoluene
ug/L
ND
0.50
0.32
09/28/22 00:00
Benzene
ug/L
ND
0.50
0.34
09/28/22 00:00
Bromobenzene
ug/L
ND
0.50
0.29
09/28/22 00:00
Bromochloromethane
ug/L
ND
0.50
0.47
09/28/22 00:00
Bromodichloromethane
ug/L
ND
0.50
0.31
09/28/22 00:00
Bromoform
ug/L
ND
0.50
0.34
09/28/22 00:00
Bromomethane
ug/L
ND
5.0
1.7
09/28/22 00:00
Carbon tetrachloride
ug/L
ND
0.50
0.33
09/28/22 00:00
Chlorobenzene
ug/L
ND
0.50
0.28
09/28/22 00:00
Chloroethane
ug/L
ND
1.0
0.65
09/28/22 00:00
Chloroform
ug/L
ND
0.50
0.43
09/28/22 00:00
Chloromethane
ug/L
ND
1.0
0.54
09/28/22 00:00
cis-1,2-Dichloroethene
ug/L
ND
0.50
0.38
09/28/22 00:00
cis-1,3-Dichloropropene
ug/L
ND
0.50
0.36
09/28/22 00:00
Dibromochloromethane
ug/L
ND
0.50
0.36
09/28/22 00:00
Dibromomethane
ug/L
ND
0.50
0.39
09/28/22 00:00
Dichlorodifluoromethane
ug/L
ND
0.50
0.35
09/28/22 00:00
Diisopropyl ether
ug/L
ND
0.50
0.31
09/28/22 00:00
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 26

Pace Analytical Services, LLC
lac,
Analyilcal ® 9800 Kincey Ave. Suite 100
Huntersville, NC 28078
www.pacelabs.com [phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
METHOD BLANK: 3782463
Associated Lab Samples: 92627339001, 92627339002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
Ethylbenzene
ug/L
ND
0.50
0.30
09/28/22 00:00
Hexachloro-1,3-butadiene
ug/L
ND
2.0
1.5
09/28/22 00:00
Isopropylbenzene (Cumene)
ug/L
ND
0.50
0.33
09/28/22 00:00
m&p-Xylene
ug/L
ND
1.0
0.71
09/28/22 00:00
Methyl-tert-butyl ether
ug/L
ND
0.50
0.42
09/28/22 00:00
Methylene Chloride
ug/L
ND
2.0
2.0
09/28/22 00:00
n-Butylbenzene
ug/L
ND
0.50
0.49
09/28/22 00:00
n-Propylbenzene
ug/L
ND
0.50
0.34
09/28/22 00:00
Naphthalene
ug/L
ND
2.0
0.64
09/28/22 00:00
o-Xylene
ug/L
ND
0.50
0.34
09/28/22 00:00
sec-Butylbenzene
ug/L
ND
0.50
0.40
09/28/22 00:00
Styrene
ug/L
ND
0.50
0.29
09/28/22 00:00
tert-Butyl benzene
ug/L
ND
0.50
0.32
09/28/22 00:00
Tetrachloroethene
ug/L
ND
0.50
0.29
09/28/22 00:00
Toluene
ug/L
ND
0.50
0.48
09/28/22 00:00
trans-1,2-Dichloroethene
ug/L
ND
0.50
0.40
09/28/22 00:00
trans- 1,3-Dichloropropene
ug/L
ND
0.50
0.36
09/28/22 00:00
Trichloroethene
ug/L
ND
0.50
0.38
09/28/22 00:00
Trichlorofluoromethane
ug/L
ND
1.0
0.30
09/28/22 00:00
Vinyl chloride
ug/L
ND
1.0
0.39
09/28/22 00:00
1,2-Dichloroethane-d4 (S)
%
90
70-130
09/28/22 00:00
4-Bromofluorobenzene (S)
%
103
70-130
09/28/22 00:00
Toluene-d8 (S)
%
105
70-130
09/28/22 00:00
LABORATORY CONTROL SAMPLE:
3782464
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
49.6
99
60-140
1,1,1-Trichloroethane
ug/L
50
52.0
104
60-140
1,1,2,2-Tetrachloroethane
ug/L
50
47.0
94
60-140
1,1,2-Trichloroethane
ug/L
50
51.6
103
60-140
1,1-Dichloroethane
ug/L
50
49.1
98
60-140
1,1-Dichloroethene
ug/L
50
49.1
98
60-140
1,1-Dichloropropene
ug/L
50
55.1
110
60-140
1,2,3-Trichlorobenzene
ug/L
50
48.5
97
60-140
1,2,3-Trichloropropane
ug/L
50
46.1
92
60-140
1,2,4-Trichlorobenzene
ug/L
50
48.9
98
60-140
1,2,4-Trimethylbenzene
ug/L
50
44.9
90
60-140
1,2-Dibromo-3-chloropropane
ug/L
50
47.7
95
60-140
1,2-Dibromoethane (EDB)
ug/L
50
49.0
98
60-140
1,2-Dichlorobenzene
ug/L
50
46.8
94
60-140
1,2-Dichloroethane
ug/L
50
47.9
96
60-140
1,2-Dichloropropane
ug/L
50
49.9
100
60-140
1,3,5-Trimethylbenzene
ug/L
50
46.5
93
60-140
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
LABORATORY CONTROL SAMPLE:
Parameter
3782464
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits
1,3-Dichlorobenzene
ug/L
50
46.6
93
60-140
1,3-Dichloropropane
ug/L
50
46.2
92
60-140
1,4-Dichlorobenzene
ug/L
50
45.6
91
60-140
2,2-Dichloropropane
ug/L
50
50.5
101
60-140
2-Chlorotoluene
ug/L
50
43.7
87
60-140
4-Chlorotoluene
ug/L
50
44.7
89
60-140
Benzene
ug/L
50
46.3
93
60-140
Bromobenzene
ug/L
50
46.1
92
60-140
Bromochloromethane
ug/L
50
54.2
108
60-140
Bromodichloromethane
ug/L
50
49.8
100
60-140
Bromoform
ug/L
50
51.4
103
60-140
Bromomethane
ug/L
50
35.6
71
60-140
Carbon tetrachloride
ug/L
50
49.8
100
60-140
Chlorobenzene
ug/L
50
45.8
92
60-140
Chloroethane
ug/L
50
44.1
88
60-140
Chloroform
ug/L
50
50.1
100
60-140
Chloromethane
ug/L
50
44.3
89
60-140
cis-1,2-Dichloroethene
ug/L
50
49.0
98
60-140
cis-1,3-Dichloropropene
ug/L
50
51.8
104
60-140
Dibromochloromethane
ug/L
50
50.1
100
60-140
Dibromomethane
ug/L
50
52.6
105
60-140
Dichlorodifluoromethane
ug/L
50
45.1
90
60-140
Diisopropyl ether
ug/L
50
48.9
98
60-140
Ethylbenzene
ug/L
50
44.9
90
60-140
Hexachloro-1,3-butadiene
ug/L
50
49.7
99
60-140
Isopropylbenzene(Cumene)
ug/L
50
45.8
92
60-140
m&p-Xylene
ug/L
100
92.1
92
60-140
Methyl-tert-butyl ether
ug/L
50
52.2
104
60-140
Methylene Chloride
ug/L
50
46.2
92
60-140
n-Butylbenzene
ug/L
50
46.4
93
60-140
n-Propylbenzene
ug/L
50
43.8
88
60-140
Naphthalene
ug/L
50
48.5
97
60-140
o-Xylene
ug/L
50
46.2
92
60-140
sec-Butylbenzene
ug/L
50
44.8
90
60-140
Styrene
ug/L
50
48.3
97
60-140
tert-Butyl benzene
ug/L
50
38.6
77
60-140
Tetrachloroethene
ug/L
50
46.4
93
60-140
Toluene
ug/L
50
44.3
89
60-140
trans-1,2-Dichloroethene
ug/L
50
50.3
101
60-140
trans- 1,3-Dichloropropene
ug/L
50
51.2
102
60-140
Trichloroethene
ug/L
50
52.3
105
60-140
Trichlorofluoromethane
ug/L
50
42.0
84
60-140
Vinyl chloride
ug/L
50
48.7
97
60-140
1,2-Dichloroethane-d4 (S)
%
93
70-130
4-Bromofluorobenzene (S)
%
101
70-130
Toluene-d8 (S)
%
99
70-130
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3782465
MS
92627625004 Spike
Parameter Units Result Conc.
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1, 2,2-Tetrachloroethane
1,1, 2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2,4-Trimethyl benzene
1,2-Dibromo-3-
chloropropane
1,2-Dibromoethane (EDB)
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3,5-Trimethyl benzene
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Chlorotoluene
4-Chlorotoluene
Benzene
Bromobenzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Diisopropyl ether
Ethylbenzene
Hexachloro-1,3-butadiene
Isopropylbenzene
(Cumene)
m&p-Xylene
3782466
MSD
Spike MS MSD MS MSD % Rec
Conc. Result Result % Rec % Rec Limits
ug/L
ND
5000
5000
5130
5280
103
106
60-140
ug/L
ND
5000
5000
5890
5740
118
115
60-140
ug/L
ND
5000
5000
4900
5060
98
101
60-140
ug/L
ND
5000
5000
5520
5510
110
110
60-140
ug/L
ND
5000
5000
5590
5410
112
108
60-140
ug/L
ND
5000
5000
5630
5620
113
112
60-140
ug/L
ND
5000
5000
5950
6070
119
121
60-140
ug/L
ND
5000
5000
4910
5000
98
100
60-140
ug/L
ND
5000
5000
4790
4850
96
97
60-140
ug/L
ND
5000
5000
4900
5050
98
101
60-140
ug/L
1730
5000
5000
6690
6740
99
100
60-140
ug/L
ND
5000
5000
4800
4820
96
96
60-140
Max
RPD RPD Qual
3 30
2 30
3 30
0 30
3 30
0 30
2 30
2 30
1 30
3 30
1 30
0 30
ug/L
ND
5000
5000
5130
5250
103
105
60-140
2
30
ug/L
ND
5000
5000
5050
5130
101
103
60-140
2
30
ug/L
ND
5000
5000
5230
5190
105
104
60-140
1
30
ug/L
ND
5000
5000
5470
5440
109
109
60-140
1
30
ug/L
422
5000
5000
5510
5500
102
102
60-140
0
30
ug/L
ND
5000
5000
4940
5120
99
102
60-140
3
30
ug/L
ND
5000
5000
4900
4980
98
100
60-140
2
30
ug/L
ND
5000
5000
4800
4920
96
98
60-140
3
30
ug/L
ND
5000
5000
5040
4960
101
99
60-140
2
30
ug/L
ND
5000
5000
4840
4960
97
99
60-140
2
30
ug/L
ND
5000
5000
4800
4930
96
99
60-140
3
30
ug/L
13100
5000
5000
19600
19100
129
119
60-140
3
30
ug/L
ND
5000
5000
4890
5080
98
102
60-140
4
30
ug/L
ND
5000
5000
5960
5810
119
116
60-140
3
30
ug/L
ND
5000
5000
5400
5290
108
106
60-140
2
30
ug/L
ND
5000
5000
5140
5260
103
105
60-140
2
30
ug/L
ND
5000
5000
4720
4810
94
96
60-140
2
30
ug/L
ND
5000
5000
5800
5720
116
114
60-140
1
30
ug/L
ND
5000
5000
5080
5180
102
104
60-140
2
30
ug/L
ND
5000
5000
5330
4990
107
100
60-140
7
30
ug/L
257
5000
5000
5950
5820
114
111
60-140
2
30
ug/L
ND
5000
5000
4520
4480
90
90
60-140
1
30
ug/L
ND
5000
5000
5510
5420
110
108
60-140
2
30
ug/L
ND
5000
5000
5360
5290
107
106
60-140
1
30
ug/L
ND
5000
5000
5140
5220
103
104
60-140
1
30
ug/L
ND
5000
5000
5950
5810
119
116
60-140
2
30
ug/L
ND
5000
5000
4520
4440
90
89
60-140
2
30
ug/L
1950
5000
5000
7370
7270
108
106
60-140
1
30
ug/L
2400
5000
5000
7480
7570
102
103
60-140
1
30
ug/L
ND
5000
5000
5480
5470
110
109
60-140
0
30
ug/L
95AJ
5000
5000
5150
5370
101
106
60-140
4
30
ug/L
9500
10000
10000
19800
20000
103
105
60-140
1
30
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE: 3782465
3782466
MS
MSD
92627625004
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Methyl-tert-butyl ether
ug/L
478
5000
5000
5920
5900
109
108
60-140
0
30
Methylene Chloride
ug/L
ND
5000
5000
5210
4880
104
98
60-140
6
30
n-Butylbenzene
ug/L
ND
5000
5000
4980
5130
100
103
60-140
3
30
n-Propylbenzene
ug/L
234
5000
5000
5040
5110
96
98
60-140
1
30
Naphthalene
ug/L
403J
5000
5000
5220
5590
96
104
60-140
7
30
o-Xylene
ug/L
4500
5000
5000
9610
9790
102
106
60-140
2
30
sec-Butylbenzene
ug/L
ND
5000
5000
4990
5040
100
101
60-140
1
30
Styrene
ug/L
ND
5000
5000
5200
5340
104
107
60-140
3
30
tert-Butylbenzene
ug/L
ND
5000
5000
4350
4340
87
87
60-140
0
30
Tetrachloroethene
ug/L
ND
5000
5000
5110
5280
102
106
60-140
3
30
Toluene
ug/L
33800
5000
5000
39200
38000
108
84
60-140
3
30
trans-1,2-Dichloroethene
ug/L
ND
5000
5000
5700
5610
114
112
60-140
2
30
trans-1,3-Dichloropropene
ug/L
ND
5000
5000
5300
5180
106
104
60-140
2
30
Trichloroethene
ug/L
ND
5000
5000
5850
5850
117
117
60-140
0
30
Trichlorofluoromethane
ug/L
ND
5000
5000
5020
4850
100
97
60-140
4
30
Vinyl chloride
ug/L
ND
5000
5000
5290
5190
106
104
60-140
2
30
1,2-Dichloroethane-d4 (S)
%
96
89
70-130
4-Bromofluorobenzene (S)
%
101
102
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: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC.
Page 21 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 09/29/2022 12:03 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 26

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: KINGSWAY #3 STATE LEAD
Pace Project No.: 92627339
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
92627339001
MW-1
SM
6200B
726163
92627339002
MW-2
SM
6200B
726163
92627339003
MW-4
SM
6200B
725857
92627339004
FB
SM
6200E
725857
Date: 09/29/2022 12:03 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical
Batch
Page 23 of 26

LAX —Title: ENV-FRM-HUN1-0083 01 Sample Condition Upon Receipt
/qace
Effective Date: 051121202205/12/2022
Laboratory receiving samples:
—1
Asheville ❑ Eden❑ Greenwood ❑ Huntersviill_e Raleig��cMechanicsville❑
Atlantan Kernersviltel—I
Sample Condition Client Name: e���rG�CfJYj—GYt�t�ttU
.. Project
{.` ��]])
tf: 011 • 9262 / 339
Courier: ❑Fed Ex ❑UPS ❑LISPS ❑Client
1111111111111111111111❑
Commercial ❑Other:
92627:339
Custody Seal Present? ❑Yes No Seals intact? ❑Yes Na
Date/initials Person Examining Contents: 4 f
Packing Material: ERLble Wrap ❑Bubble Bags ❑None ❑ Other
Biological Tissue Frozen?
Thermometer:
❑Yes ❑No E�K/X_
Na-e. n to: ._L� Type of Ice: et ❑Blue
❑None
1 '7 Correction Factor:
Cooler Temp:! Add/Subtract (°C} U
Temp should be above freezing to 6°C
-7
❑Samples out of temp criteria. Samples on ice, cooling process
Cooler Temp Corrected (°C Lc1
has begun
USDA Regulated Soil (` / , water sample)
Did samples originate in asn quarantine zone within the United States: CA, NY, or SC
(check mansl? FlYes f;J.
Did samples originate from a foreign source (internatio By,
nrFi llna 4J--ii —A D.,a.t� M-11 ! V,, l
Comments/Discrepancy:
Chain of Custody Present?
16es
❑No
❑N/A
1.
Samples Arrived within Hold Time?
' es
❑No
❑N/A
2.
Short Hold Time Analysis (02 hr.)?
Des
lam
[]N/A
3.
Rush Turn Around Time Requested?
❑Yes
VM.
❑N/A
4.
Sufficient Volume?
es
❑No
❑N/A
S,
Correct Containers Used?
-Pace Containers Used?
'JRKes
\QYe
❑No
❑No
[]N/A
❑N/A
6.
Containers Intact?
Yes
❑N/A
7.
Dissolved analysis: Samples Field Filtered?
[]Yes
,❑No
Salo
❑N/A
8.
Sample Labels Match CDC?
Includes Date/Time/ID/Analysis Matrix:
'EYes
❑No
❑N/A
4.
Headspace in VOA Vials (SS-6mm)?
Des
p;+v
❑N/A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Yes
❑Yes
JjrNo
El N/A
❑N/A
11.
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATIONIRESOLUTION
Person contacted:
Project Manager SCURF Review:
Lot ID of split containers:
Date/Time:
Date:
ua we
Field Data Required? ❑Yes ❑No
Qualtrax ID: 69614 Page I of 2 Page 24 of 26

C rare. L-rvv rr[tw-nuiV i-uuo,5 vu-i tiarnpie t:onclitlon Upon Receipt
e v
Effective Date: 05/12/202205/12/2022
*Check mark top half of box if pH and/or dechlorinatinn is verified and project f
W�# : 92627339
within the acceptance range for preservation samples. — —
Exceptions: VOA, Co4orm, roc, Oil and Grease, DRO/8015 (water) DOC, Mig PM: Tl'IC Due Date: 09/30/22
**Bottom half of box is to list number of bottles CLIENT: 92—Terrac NC
***Check all unpreserved Nitrates for chlorine
Fli
z z
N a�i
v
� v
Q. a
C C
� 5
U u
N
sCC
E ti
Ln a
-i In
h
E rM
ar a a co
1
z
3
4
5
6
7
8
9
10
11
12
x � m
z ` u p U
_ d
2 N ry Z N C Z N S..r Q Z rq m
T} v 03 n
a 2 v m X CL z M
a Z Q a l7 a c O O O
C S M 2 Z V C U 7 N S Z _? V! N d rp
N Q } _
V V U V U V
N .T a a a ° E E a E a c o 0 a o c v a
a a CC
J a J C J G Q Q J Q J 7 > > > }Q a Vl N
E E E E E `v a E E E J m J J
00 - "' o yr 'A = = o o o E E E E E E E
v N �4, N N � , H N 4y' a Qv a 'r a
Z N rB L=L r a N N
lA
v 0. a v •� m m m M m M M m lY7
m m ca m m C7 l7 C7 0 V' l7 to W 0 U V'
�r S Q Q Q Q 0 O 7 > O O j w
u
I
PH Adjustment Log for Preserved Samples
Sample 1p Type of Preservative pH upon receipt Date preservation adjusted Time preservation Amount of Preservative
adjusted added
Lot q
.,'—+ CVe� MVHr u d ❑rscrepancy altecting North Larollna compliance samples, a copy of this form will be sent to the North Carolina DENR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Qualtrax ID., 69614 Page 2 of 2 Page 25 of 26

A ro m
0
D
2 A V
ITEM #
o m
w
n
a g n
_
w
>
u
K o n
zCn
r�
O
❑ 3
o
3
G
d
m
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rr in a
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v v
ran
m
a
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m
n a N
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F
v
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v
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v
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T
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MATRIX CODE (see valid modes to left]
C
�
m
�
SAMPLE TYPE (G=G RA9 C=COIdP)
rn
m
a
m
S•
s
g
9
rl
It
G
m
m
pp
°
r
va
y
d
.�.-.
Z
C22
mJ
m
A
m
O
R
?
m
z
t
y
O
D
N
Sm
m
SAMPLE TEMP AT COLLECTION
m
D n
v�
,�,
N OF CONTAIN ERs
m m w
a
o
Unpreserved
m
ro
o'
N2SO4
n
HNO3
m
@
o
l
O
NaOH
m
w
r,
l
^'
Na2S203
rb
Methanol
o
Other
�
o'
Analyses Test
YIN
n
v
r
S
VOC 6200
m
v
>
p
Q
rI
�
z
o
N
m
3
U3
n
c
n
H
a
,p
a
A
a
c�
ra
N
m
m
a
`z
-+
v`
m
Iu
m
TEMP in C.
Residual Chlorine (Y1N)
z
m
n
c
Received on
Ice
si
(Y`N)
a
n
Sealed
v
Cooper
1
O
injact
tl
I
L
I I
L
fl-1U
N
m :C
(� I
N
7
O C�
C ,1
Lo
a n
'< C
v �
m�
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D
r
0 a
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rF7
z
D �
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� .�
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ro
Q
Page 26 of 26