WI0300476_Monitoring (Report)_20231106

Phase 11 ERD Injection and SVE
Semi-Annual Monitoring Report
Former Knitronics Facility
No. NCD0002787
1515 W. Academy Street
Cherryville, North Carolina
H&H Job No. MOH-014
November 6, 2023
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2923 South Tryon Street,Suite 100 3921 Sunset Ridge Rd,Suite 301
Charlotte,NC 28203 Raleigh,NC 27607 www.harthickman.com
704.S86.0007 main 919.847.4241 main

Phase II ERD Injection and SVE Semi-Annual Monitoring Report
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Table of Contents
1.0 Introduction............................................................................................................................ 1
2.0 Site Background Information...............................................................................................3
2.1 Site Location...................................................................................................................... 3
2.2 Land Usage and Zoning..................................................................................................... 3
2.3 Operational History............................................................................................................4
2.4 Geology and Hydrogeology...............................................................................................4
3.0 Groundwater Performance Sampling.................................................................................. 5
3.1 Semi-Annual Post Injection Performance Monitoring ..................................................... 5
3.1.1 Groundwater Levels.................................................................................................. 6
3.1.2 VOCs......................................................................................................................... 6
3.1.3 RCRA Metals............................................................................................................ 8
3.2 Geochemical Parameters.................................................................................................... 8
3.2.1 TOC........................................................................................................................... 9
3.2.2 Methane..................................................................................................................... 9
3.2.3 Ethane and Ethene..................................................................................................... 9
3.2.4 Natural Attenuation Field Measurements............................................................... 10
3.3 Quality Control................................................................................................................ 11
3.4 Investigation Derived Waste............................................................................................ 11
4.0 SVE System Operation........................................................................................................ 12
4.1 SVE System Performance................................................................................................ 13
4.2 SVE Mass Removal......................................................................................................... 15
4.3 Ambient Air Testing........................................................................................................ 15
5.0 Remediation Status Summary............................................................................................ 17
6.0 Schedule................................................................................................................................ 18
7.0 Water Supply Well Sampling .............................................................................................20
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List of Tables
Table 1 Summary of Groundwater Elevation Measurements
Table 2 Summary of Groundwater Analytical Data
Table 3 Summary of Groundwater Natural Attenuation Data
Table 4 Active Groundwater Remediation Performance Monitoring Plan
Table 5 Summary of SVE System Parameter Data
Table 6 Summary of SVE System Well Parameter Data
Table 7 Summary of SVE System Off-Gas Analytical Data
Table 8 Summary of SVE Mass Removal Rates for PCE
Table 9 Summary of SVE System Ambient Air Monitoring
List of Figures
Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Phase I & II ERD Injection Point Map
Figure 4 Temporary Well Diagram and Typical Injection Equipment Schematic
Figure 5 Potentiometric Map—Shallow Wells (July 2023)
Figure 6 Potentiometric Map—Deep Wells (July 2023)
Figure 7 Shallow Groundwater PCE Concentrations Map (July 2023)
Figure 8 Deeper Groundwater PCE Concentrations Map (July 2023)
Figure 9 Injection Area Wells VOC Concentrations Map (July 2023)
Figure 10 Shallow Groundwater PCE Concentrations Comparison Map (October 2020/July
2023)
Figure 11 SVE System Piping Layout As-Built
Figure 12 SVE Building Plan View Layout As-Built
Figure 13 Site Vicinity and Water Supply Well Location Map
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List of Appendices
Appendix A Certifications
Appendix B Low-Flow Groundwater Sampling Records
Appendix C Laboratory Analytical Results
Appendix D Concentration vs. Time Graphs
Appendix E SVE System Performance Graphs
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Phase II ERD Injection and SVE
Semi-Annual Monitoring Report
Former Knitronics Facility
1515 W.Academy Street
Cherryville,North Carolina
NCD0002787
H&H Job No. MOH-014
1.0 Introduction
Hart & Hickman, P.C. (H&H) prepared this Phase II Enhanced Reductive Dechlorination (ERD)
and Soil Vapor Extraction (SVE) System Semi-Annual Monitoring Report on behalf of Mohican
Mills, Inc. (Mohican) for the former Knitronics facility (NONCD0002787; BF #20051-16-036)
located at 1515 W. Academy Street in Cherryville, North Carolina (hereafter referred to as the
site). This report serves as a Remedial Action Progress Report (RAPR). A Site Location Map is
provided as Figure 1. The general layout of the site, including buildings, pavement, and
vegetation, is illustrated on the Site Map provided as Figure 2.
This report has been prepared in accordance with a voluntary Administrative Agreement (AA)
for a state-directed remedial action executed July 10, 2019, between the North Carolina
Department of Environmental Quality (DEQ) Division of Waste Management Superfund Section
and Mohican. The signed and notarized DEQ Inactive Hazardous Sites Branch (IHSB) Report
Certifications are provided in Appendix A.
The Remedial Action Plan (RAP) submitted on June 12, 2020, included the results of remedial
action pilot testing and the system designs for soil and groundwater remediation proposed for the
site. Soil treatment via the SVE system will mitigate the potential for future vapor intrusion and
leaching of contaminants to groundwater. The active groundwater remedy for the site is ERD in
the source area. The purpose of ERD injections is to reduce contaminant mass in the
groundwater source area such that natural attenuation can proceed for the non-
source/downgradient areas of the plume. The goal of the contaminant mass reduction is to
reduce source area groundwater concentrations by an order of magnitude. The RAP was
approved by DEQ in a letter dated July 24, 2020.
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SVE system installation activities were conducted in general accordance with the RAP between
August 2021 and January 2022. A summary of the SVE system installation activities is
discussed in Section 5.0, and a detailed description of the SVE system installation activities is
presented in H&H's Soil Vapor Extraction (SVE) System Construction Completion Report
(CCR) dated June 29, 2022.
From November 3, 2020 to November 21, 2020, H&H conducted Phase I ERD groundwater
injection activities at the Site. The Phase I ERD event was performed by injecting Terra
Systems, Inc. (TSI) SRS®-SD Small Droplet Emulsified Vegetable Oil (EVO) Substrate into 40
injection points near the former wastewater treatment basin. A total of approximately 825
gallons of SRS®-SD concentrate (mixed with approximately 8,250 gallons of potable water, TSI-
DC, and sodium bicarbonate and calcium carbonate for pH buffering) were injected into the
subsurface. A detailed description of the Phase I ERD injection activities is presented in H&H's
Phase I ERD and First Quarterly Remedial Action Progress Report dated May 5, 2021.
From September 19, 2022 to October 24, 2022, H&H conducted Phase II ERD groundwater
injection activities at the site. The Phase II ERD event was performed by injecting TSI SRS®-
SD Small Droplet EVO Substrate into 75 injection points within the eastern portion of the site
warehouse building where the dye house was located and areas between the former dye house
and the former wastewater basin (Figure 3). An equipment layout schematic is shown on Figure
4. A total of approximately 1,590 gallons of SRS®-SD concentrate (mixed with approximately
15,900 gallons of potable water, TSI-DC, sodium bicarbonate, and calcium carbonate) was
injected into the subsurface. A detailed description of the Phase II ERD injection activities and
first semi-annual post-injection sampling event conducted in January 2023 is presented in
H&H's Phase II ERD Injection and SVE Semi-Annual Monitoring Report dated April 28, 2023.
This report includes a summary of the second semi-annual post-injection sampling event
conducted in July 2023. Additionally, the report presents operation and maintenance (O&M)
activities and off-gas sampling results for the SVE system for the period of operation from April
2023 to September 2023.
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2.0 Site Background Information
2.1 Site Location
The subject site is a former textile dyeing and finishing facility located on the property currently
owned by Mohican Mills, Inc. via merger with Travis Knits, Inc. The property is located at 1515
W. Academy Street, in Cherryville, North Carolina (Figure 1). The facility warehouse building
is on a parcel approximately 12.13 acres in size (Figure 2). An adjacent parcel, also owned by
Mohican Mills, Inc, contains 4.64 acres consists of undeveloped wooded land to the east of the
facility building. Currently, the warehouse building (referred to as the Site building) is occupied
by Tire Cord USA and its affiliate Carolina-Pacific Fibers, LLC which are leasing the building
for warehouse space. The approximate coordinates of the site are 35' 22' 9.44"N latitude and -
81° 24' 7.13"W longitude. The DEQ Inactive Hazardous Sites Branch (IHSB) reference number
for the Site is NCD0002787.
2.2 Land Usage and Zoning
The land use in the vicinity of the subject site is primarily residential. Properties located to the
west and south are generally residential while properties to the north and east are generally
undeveloped. The site and properties to the north are zoned General Manufacturing and
Commercial (GMC); and properties to the west, south and east are zoned Residential (R-9, R-19,
and R-40).
The land surrounding the site in a half-mile radius is a mixture of undeveloped, residential,
commercial and industrial properties. The surrounding properties include the following:
• North — West Academy Street with undeveloped wooded land and mix of land uses
including residential beyond.
• South—Residential properties and undeveloped land.
• East — Undeveloped wooded land with a Pre-Regulatory Landfill known as Westgate
Park Landfill (NONCD0000817); residential properties; and commercial properties
beyond.
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• West—An industrial property with Paul H Beam Road and residential properties beyond.
2.3 Operational History
A description of the site operational history and owners is included in the RAP. Briefly, the site
formerly operated as textile dyeing and finishing facility with warehouse storage. The site was
last operated as a textile facility in 2001 and was sold in 2005 to Mohican Mills as part of an
asset transaction. Mohican Mills has used the Site for storage and warehousing. A common
compound associated with certain former textile dyeing and finishing operations is the
chlorinated volatile organic compound (VOC) tetrachloroethene (PCE). As summarized in the
RAP, previous remedial investigations indicate that widespread PCE impacts have been found in
soil above the DEQ Protection of Groundwater Preliminary Soil Remediation Goals (PSRGs)
and in groundwater above the 2L Standard. The source area is mostly underneath the east side of
the Site building and in the area of the former wastewater treatment pit to the east of the Site
building.
2.4 Geology and Hydrogeology
The geology below the site consists of three layers: the saprolite zone, the partially weathered rock
(PWR) zone, and the bedrock zone. These geologic layers are interconnected and no confining
units are present. The saprolite consists of unconsolidated clay, silt, and sand with lesser amounts
of rock fragments. Due to the range of parent rock types and their variable susceptibility to
weathering, the saprolite ranges widely in color, texture, and thickness. The PWR zone, also
termed the transition zone, contains highly weathered bedrock that is typically characterized as a
zone of high permeability. The bedrock zone is competent but fractured parent rock. In the site
area, underlying bedrock is composed of metamorphic rock consisting mainly of mica schist.
Soils encountered at the site generally consist of redibrown to tan sandy silt to approximately 55
to 89 ft below ground surface (bgs). PWR, as determined by auger refusal, was encountered at a
depth of 55 to 89 ft bgs. Competent bedrock was not encountered during Phase I and II RI
assessment activities, but it is likely present just below the PWR zone.
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3.0 Groundwater Performance Sampling
3.1 Semi-Annual Post Injection Performance Monitoring
Based on the amount of groundwater data collected to date, ERD is effectively treating the
groundwater PCE plume. Therefore, semi-annual post-injection performance monitoring is
being conducted instead of quarterly monitoring as proposed in the RAP. The first monitoring
event was conducted 3 months (January 2023) after completion of the Phase II ERD injection
event, and the second monitoring event was conducted 9 months (July 2023) after completion of
the Phase II ERD injection event. Historical groundwater elevation measurements, data, and
natural attenuation data are presented in Tables 1, 2 and 3, respectively. A matrix summarizing
the injection performance monitoring is provided as Table 4.
During the second post-injection semi-annual sampling event conducted between July 12
through July 14, 2023, groundwater samples were collected from MW-1, MW-2S, MW-2D,
MW-3S, MW-3D, MW-4S, MW-4D, MW-5S, MW-5D, MW-6S, MW-7S, MW-8S, MW-9S,
MW-10S, MW-11S, and MW-11D. The wells were purged utilizing a decontaminated bladder
pump with dedicated polyethylene tubing and low flow/low stress techniques. Field
measurements, including DO, ORP, pH, specific conductivity, ferrous iron, and temperature,
were recorded during purging activities at each of the monitoring well locations. Groundwater
samples were submitted to Waypoint Analytical, a North Carolina certified laboratory, for
analysis of contaminants of concern (COC) VOCs by EPA Method 8260 and the natural
attenuation parameter total organic carbon (TOC). For quality assurance purposes, one duplicate
sample and one trip blank were also submitted for analysis of COC VOCs by EPA Method 8260.
H&H instructed the laboratory to report J-values.
Monitoring wells MW-3S, MW-4S, MW-4D, MW-5S, MW-5D, MW-6S, MW-7S, MW-9S,
MW-10S, MW-11S, and MW-11D were also analyzed for dissolved gases (methane, ethene, and
ethane) using RSK 175 and Resource Conservation and Recovery Act (RCRA) metals. The
dissolved gas analysis is primarily to check for ethene which provides evidence of complete PCE
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reduction while the metals analysis is to check for metal solubilization due to changes in aquifer
geochemistry potentially related to the injection.
Groundwater sample results are summarized on Table 2, and groundwater field parameters are
summarized in Table 3. The low-flow groundwater sampling records are included in Appendix
B, and groundwater laboratory reports and chain-of-custody forms are included in Appendix C.
3.1.1 Groundwater Levels
Groundwater levels in the monitoring well network were gauged using an electronic water level
meter on July 12, 2023 (Table 1). The estimated potentiometric surface maps for the shallow
(saprolite) and deeper (bedrock) aquifers for the July 2023 groundwater elevation data are
presented in Figures 5 and 6, respectively. The groundwater flow directions in the shallow and
deeper aquifers are generally to the east or east-southeast toward an unnamed tributary of Muddy
Fork Creek located approximately 700 ft southeast of the southeast corner of the site. This flow
direction is generally consistent with prior data.
3.1.2 VOCs
The July 2023 groundwater sampling results indicated PCE concentrations in injection area wells
decreased or were not detected above the laboratory detection limit in MW-3S, MW-IOS, MW-
IIS, and MW-IID and increased slightly in wells MW-6S and MW-9S compared to January
2023 data. MW-6S is located within the site building on the western side of the Phase II ERD
injection area. The PCE concentration in MW-6S remains an order of magnitude lower than the
pre-injection baseline condition in November 2021. PCE concentrations in MW-6S reduced
from 1,560 µg/L in November 2021 to 153 µg/L in July 2023.
As indicated in the previous report, PCE concentrations in shallow wells MW-3S, MW-9S, and
MW-IOS, located on the eastern side of the Phase II ERD injection area or downgradient of the
Phase II ERD injection area, increased between November 2021 and the post-injection sampling
events in January and July 2023. However, PCE concentrations decreased in MW-3S and MW-
IOS between January 2023 and July 2023. The highest PCE concentration detected in July 2023
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was 71,500 µg/L in shallow well MW-9S which is situated downgradient of the dye house. The
PCE concentration in MW-9S is below its pre-injection concentrations (up to 140,000 µg/L).
For wells located outside of the ERD injection areas, there was a continued reduction in the PCE
concentrations in monitoring wells MW-2D, MW-3D, MW-4S, MW-4D, and MW-5S and slight
increases in PCE concentrations in wells MW-5D and MW-7S compared to the to January 2023
data. The reduction of PCE concentrations in select wells located outside of the injection areas is
most likely associated with source area mass reduction resulting from the SVE system and Phase
I and II ERD injection events. PCE concentrations in wells located outside of the ERD injection
areas will continue to be evaluated on an annual basis (every other semi-annual sampling event).
The ERD degradation products trichloroethene (TCE), cis-1,2-dichloroethene (cis-1,2-DCE),
vinyl chloride (VC), and ethene increased in injection area wells between the post-injection
sampling events in January 2023 and July 2023. TCE concentrations (up to 28,100 µg/L)
increased in MW-3S, MW-6S, MW-9S, and MW-IOS; cis-1,2-DCE concentrations (up to 43,500
µg/L) increased in MW-3S, MW-6S, MW-9S, MW-10S, and MW-11D; VC concentrations (up
to 2,710 µg/L) increased in MW-3S, MW-9S, MW-IOS, and MW-11S; and ethene
concentrations (up to 1,650 µg/L) increased in MW-3S, MW-9S, and MW-IOS. The continued
increase of PCE degradation products (TCE, cis-1,2-DCE, VC, and ethene) following the Phase
II ERD injection indicates progression in the PCE reductive dechlorination process to the desired
end point which is ethene. These trends indicate that the ERD injections are resulting in
enhanced bioremediation in the injection area.
Groundwater PCE concentrations detected in the shallow and deeper monitoring wells are shown
on Figures 7 and 8. Concentrations of PCE, TCE, cis-1,2-DCE, and VC detected in the shallow
source area monitoring wells are shown on Figure 9. The reduction of shallow groundwater PCE
concentrations between October 2020 and January 2023 is shown on Figure 10. Graphs
depicting the PCE, TCE, cis-1,2-DCE, and VC trends during the pilot test, Phase I ERD and
Phase 11 ERD injection events are included in Appendix D.
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3.1.3 RCRA Metals
To check for metal concentration changes due to changes in geochemistry related to the
injection, H&H is monitoring metals in groundwater in accordance with the injection permit.
Low concentrations of RCRA metals were detected. Concentrations of arsenic in MW-11 S
(14.1 µg/L), and chromium (16.1 µg/L) and lead (30.5 µg/L) in MW-9S exceed their respective
groundwater 2L Standards. However, turbidities were elevated in these two wells upon sampling
which typically correlates with higher metal concentrations. Historical sample results from MW-
9S (prior to January 2023) and MW-IIS were well below the groundwater standards for these
metals. In addition, the lead concentrations in MW-9S decreased from 75.6 µg/L to 30.3 µg/L
between the January 2023 and July 2023 post-injection sampling events. Metals concentrations
will continue to be monitored in the site wells during future post-injection groundwater sampling
events.
Chromium was also detected in MW-51) on July 12, 2023 at a concentration of 42.9 µg/L, which
is above the 2L Standard of 10 µg/L. H&H suspected the elevated concentrated was a result of
elevated turbidity in the well sample or laboratory error considering that chromium was not
detected (<0.346 µg/L) when MW-5D was last sampled in January 2023. As a result, H&H
resampled MW-51) on September 20, 2023. To rule out turbidity interference, H&H collected
both a filtered chromium sample and unfiltered chromium sample. Laboratory results indicated
that both chromium and dissolved chromium were not detected (<2 µg/L) (Table 2). Chromium
concentrations will continue to be monitored in the specific site wells during future post-
injection semi-annual groundwater sampling events.
3.2 Geochemical Parameters
A discussion of the field measurements collected for certain natural attenuation parameters and
geochemical laboratory results from the July 2023 post-injection sampling event is presented
below. Field measurements and laboratory results of the geochemical analyses are also
summarized in Table 3, and the laboratory analytical reports are contained in Appendix C.
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3.2.1 TOC
Because TOC is utilized as an electron donor in the reductive dechlorination process, TOC
concentrations provide an indication of the presence and sustainability of the substrate injection.
The presence of TOC at concentrations greater than 20 mg/L is considered ideal for
biodegradation of chlorinated solvents. During the first monitoring event following the Phase II
ERD injection, TOC concentrations were detected above 20 mg/L in MW-3S, MW-9S, MW-
IOS, and MW-11S and have remained above 20 mg/L in these wells during the second
monitoring event. The available TOC in the injection area shallow wells continues to be
favorable for facilitating reductive dechlorination.
3.2.2 Methane
The presence of methane indicates anaerobic microbial degradation (methanogenesis) is
occurring and reducing conditions have been established which are favorable for reductive
dechlorination. Methane concentrations increased in monitoring wells MW-3S, MW-9S, MW-
IOS, MW-IIS, and MW-I ID between the baseline sampling event in November 2021 and the
post-injection sampling event in January 2023. Between January 2023 and July 2023, methane
concentrations have continued to increase. Methane increased from 81.4 µg/L to 407 µg/L in
MW-3S, from 2,690 µg/L to 3,220 µg/L in MW-9S, from 2,850 µg/L to 5,950 µg/L in MW-IOS,
and from 22 µg/L to 176 µg/L in MW-I I D. These concentrations indicate that strongly reducing
conditions have been established in shallow groundwater in the injection area.
3.2.3 Ethane and Ethene
The dissolved gases ethene and ethane are the non-toxic end products of reductive
dechlorination of chlorinated solvents, and their presence indicates the complete
degradation of chlorinated solvents. For PCE, the end product of reductive dechlorination is
ethene. Ethene was detected in MW-3S (813 µg/L), MW-9S (1,660 µg/L), and MW-IOS (183
µg/L) in July 2023. These concentrations provide evidence of complete degradation of a
portion of the PCE in groundwater in the injection area.
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3.2.4 Natural Attenuation Field Measurements
Dissolved Oxygen (DO)
DO is used by microbes as an electron acceptor for the biodegradation of organic
carbon. Reductive dechlorination occurs under anaerobic or low DO conditions. DO
concentrations of less than 1 mg/L are favorable for ERD. DO measurements ranged from 0.09
mg/L to 5.95 mg/L in injection area wells MW-3S, MW-6S, MW-9S, MW-IOS, MW-I IS, and
MW-11D during the July 2023 post-injection sampling event. Apart from MW-6S, MW-9S,
and MW-11D, the measured dissolved oxygen concentrations indicate conditions in the
injection area are favorable for reductive dechlorination to occur.
pH and Temperature
Groundwater pH values ranging from 6 to 8.5 standard units are generally preferable for
anaerobic biodegradation. The pH of groundwater affects the presence and activity of
microbial populations. Acid generated during reductive dechlorination can decrease pH levels
after a bioenhancement injection. The pH ranged from 5.09 to 6.97 in the injection area wells.
Certain pH values are below the range considered favorable for reductive dechlorination. The
low pH levels in groundwater may limit anaerobic biodegradation processes at the site. The
low pH levels are due to naturally occurring conditions and the acids produced by reductive
dechlorination process.
Temperature does not greatly influence reductive dechlorination, but temperatures greater than
20 C may accelerate biochemical processes. Temperatures ranged from 18.7 C to 22.3 C in the
injection area wells. These temperatures are in the range which is considered acceptable for
biodegradation.
ORP
The ORP of groundwater is a measure of electron activity and is an indicator of the relative
tendency of a solution to accept or transfer electrons. ORP of a groundwater system affects
biodegradation rates. Reductive dechlorination is most efficient in the ORP range
corresponding to sulfate reduction and methanogenesis (<-100 mV), but reductive
dechlorination also occurs in the ORP range associated with nitrate, manganese, and iron
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reduction (-50 mV to 740 mV). ORP ranged from -107.2 mV to 105.5 mV in the injection area
wells during the July 2023 post-injection sampling event. ORP data are within the range in
which reductive dechlorination may occur.
3.3 Quality Control
For quality assurance purposes, one duplicate sample (taken at MW-9S) and a laboratory-
prepared trip blank were submitted for analysis of COC VOCs by EPA Method 8260 for the July
2023 post-injection sampling event. The duplicate sample contained slightly higher PCE
concentrations compared to the target sample. However, TCE, cis-1,2-DCE, trans-1,2-DCE, and
VC concentrations were comparable between the duplicate and the target sample. Duplicate
samples from other monitoring wells have exhibited varying PCE concentrations in the past
which may be related to the sample matrix rather than data quality. The trip blank did not
contain detectable concentrations of target VOCs. The quality control data indicate that the data
collected are suitable for their intended use. Duplicate and trip blank sample results are
summarized in Table 2.
3.4 Investigation Derived Waste
Due to elevated compound concentrations near the source area, purge water generated during the
July 2023 post-injection semi-annual sampling event of monitoring wells MW-3S, MW-31),
MW-5D, MW-6S, MW-7S, MW-9S, MW-10S, MW-11S, and MW-11D was containerized in a
55-gallon drum. A sample was collected from the drum for waste disposal purposes. The drum
sample was analyzed for Toxicity Characteristic Leaching Procedure (TCLP) VOCs and TCLP
RCRA metals. Laboratory results are provided in Appendix C. Based on the data, the IDW
drum was characterized as hazardous waste, profiled, and will be properly disposed at a
permitted facility. The drum was transported off-site for disposal on October 9, 2023. The IDW
disposal manifest will be provided in the next semi-annual report.
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4.0 SVE System Operation
The SVE system construction was completed in January 2022 with system start-up beginning on
January 12, 2022. The SVE system is split into four well fields: Fields A, B, C, and D. Fields A
and B pull air from under the eastern portion of the building. Two SVE wells are located on
each well field. Field A consists of SVE-1 and SVE-2; Field B consists of SVE-3 and SVE-4;
Field C consists of SVE-5 and SVE-6; and Field D consists of SVE-7 and SVE-8. The piping
for each well field extends from the SVE building then splits into individual headers that run to
each well. The total depth and screen interval for each SVE well is listed in the table below, and
the SVE well locations and final SVE piping layout are shown on Figure 11.
SVE Well Well Total Depth Screen Interval
ftb s ftb s
SVE-1 30 10—30
SVE-2 30 10—30
SVE-3 30 10—30
SVE-4 30 10—30
SVE-5 25 10—25
SVE-6 25 10—25
SVE-7 23 10—23
SVE-8 23 10—23
The well fields are manifolded to an Ametek Rotron® 20 horsepower (hp) explosion-proof
regenerative blower. An air/water separator precedes the blower to remove particulates and
water from the extracted air. Due to the potential for contaminant concentrations within the
condensate water, the air/water separator contains a manually controlled ball valve and flexible
piping to discharge the accumulated liquids into two separate 55-gallon drums equipped with
level gauges and stored on a 66-gallon secondary containment pallet within the SVE building.
The SVE system building as-built diagram is included as Figure 12.
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Due to the proximity of the remediation building and SVE off-gas discharge to the Site building
(approximately 120 ft), SVE system controls are designed to prevent discharged vapors from
reaching the Site building based on ambient wind direction and speed.
4.1 SVE System Performance
System O&M activities include regular site visits by H&H personnel to maintain the SVE
equipment, improve performance, and for incidental troubleshooting. In addition, H&H
periodically checks on system operation via remote online access. System operating parameters
are adjusted as necessary to maintain the desired system performance. During the period of
system operation between April 2023 and September 2023, the SVE system continued to operate
with only brief shut-downs as noted below. No VFD fault alarm conditions were experienced
during the current reporting period.
During the May and August 2023 O&M site visits, the system was discovered not operating due
to a "Communication Timeout" which did not trigger an alarm condition on the Programmable
Logic Controller (PLC). As a result, no alarm condition notification was sent to H&H from the
PLC. H&H was able to restart the system during both O&M visits and the system appeared to be
operating as designed. A PLC technician troubleshooted the system and indicated the condition
was likely associated with an electrical interruption. The PLC software was updated by the
technician to help remedy the issue. H&H will monitor the communication timeout error and
further troubleshoot it as needed.
During each monthly O&M visit, the air/water separator is observed for accumulation of water
and is manually drained as necessary into a storage drum. Once full, the storage drum will be
sampled for characterization,profiled, and properly disposed at a permitted facility.
Key SVE parameter data since system start-up are summarized on Table 5, and historical
individual wellhead SVE data are included on Table 6. A brief summary and evaluation of the
main parameters, including SVE vacuum levels, flow rates, and off-gas vapor concentrations are
presented below.
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SVE Vacuum
Vacuum levels at the blower have remained at approximately 55 in-WC to maintain
approximately 52 to 55 in-WC at the distribution piping headers. This vacuum allows for the
blower temperature to remain within the blower operational range without dilution air. The data
indicate that only minimal vacuum loss is occurring through the system equipment and piping.
SVE Flow Rates
SVE air flow rates measured with the flow meter at the equipment building have ranged from
approximately 233 standard cubic feet per minute (scfm) to 243 scfm during the current
reporting period with the dilution air valve closed and the blower set to approximately 55 in-WC
vacuum. The individual well field flow data indicate that the largest portion of the total air flow
is coming from Field A, which contains the highest PCE concentrations as mentioned below.
The smallest portion of the total air flow is coming from Field B.
SVE Vapor Concentrations
During each O&M visit, SVE system off-gas discharge concentrations are measured using a
photoionization detector (PID) from each of the four well fields (Table 5). The data for the
current reporting period indicated that the highest vapor concentrations were present in Field A,
with Field D exhibiting the lowest vapor concentrations.
A sample of the off-gas discharge vapor was collected on June 16, 2023, for laboratory analysis
of VOCs by EPA Method TO-15. The analytical off-gas samples were collected using a 1-Liter
Tedlar bag connected to the off-gas discharge. After collection, the bag was sealed per standard
procedures and shipped under chain-of-custody record to Eurofins, a North-Carolina certified
laboratory. A summary of the TO-15 analytical results is included on Table 7, and the analytical
laboratory report is included in Appendix C.
The analytical data indicate that the presence of PCE in the off-gas at a concentration of 470,000
micrograms per cubic meter (µg/m3). The concentration is reduced compared to the start-up
PCE off-gas concentration of 8,500,000 µg/m3. Methylene chloride was also detected at a
concentration of 250,000 µg/m3. Although the lab confirmed the methylene chloride detection,
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H&H is skeptical of the methylene chloride detection and will check for this compound in future
off-gas samples. No other constituents in the off-gas samples have been detected above
laboratory reporting limits, potentially due to elevated laboratory reporting limits of other
compounds as a result of the elevated PCE concentrations. The data indicate that PCE is the
primary contaminant being removed by the SVE system, which is consistent with soil and
groundwater data. However, other contaminants at lower concentrations are likely also being
removed. The data also indicate that off-gas concentrations are declining as mass is removed
from the vadose zone. A graph depicting the PCE concentrations over time is included in
Appendix E.
4.2 SVE Mass Removal
Contaminant mass removal has been calculated using the TO-15 laboratory analytical results
(Table 8) and average flow rates for each O&M visit. Note, for visits where TO-15 samples
were not collected, an assumed concentration of PCE was used based on the concentration of the
previous TO-15 sample. In addition, the discharge flow rate over the specific period between
O&M visits was assumed to be consistent between visits.
Using the mass removal calculations for the time from start-up (January 12, 2022) to September
19, 2023, approximately 29,028 lbs of PCE (equivalent to approximately 2,100 gallons) have
been removed by the SVE system. The estimated September 2023 removal rate is 15.2 lbs/day.
As stated above, additional mass removal from other compounds is likely also occurring.
Graphs depicting mass removal for PCE overtime and cumulative mass removal are included in
Appendix E.
4.3 Ambient Air Testing
As discussed in the SVE System CCR dated June 29, 2022, the ambient air within typical
breathing space (approximately 5-ft above ground surface) was monitored during system startup
and several months thereafter under various wind conditions based on the wind vane
anemometer data at the discharge stack and using a hand-held PID capable of reading VOC
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concentrations in vapor in the parts per billion by volume (ppbv) range. The ambient air
monitoring generally included recording measurements from between 50 feet to 200 feet from
the discharge stack in the cardinal directions. Further, several additional locations were
measured near the Site Building. The ambient air monitoring data are summarized on Table 9,
and the locations where measurements were collected are depicted on Figure 11.
Evaluation of the ambient air monitoring and the wind speed and direction in the area of the
discharge stack indicate the Site building is downwind or crosswind the majority of the time and
that most downwind locations do not exhibit detectable levels of VOC vapor concentrations
during operation of the SVE system. In addition, if the winds remain sustained in an easterly
direction, then the system controls work properly to reduce blower power and open the ambient
dilution air valve to reduce the vapor concentrations. Further, the off-gas discharge
concentrations have been decreasing since start-up. As such, the SVE discharge does not appear
to be increasing VOC concentrations at the building envelop.
Because off-gas discharge mass concentrations are decreasing and the risk of increased VOC
concentrations at the building envelop has diminished, ambient air monitoring was discontinued
in May 2022. While not anticipated, should elevated off-gas discharge concentrations be
suspected in the future, ambient air monitoring will be evaluated at that time.
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5.0 Remediation Status Summary
Based on the laboratory analytical results for groundwater samples collected during the semi-
annual post-injection sampling event in July 2023, significant reductions in concentrations of
PCE were observed in injection area wells since implementation of the Phase II ERD remedial
action in October 2022. Additionally, concentrations of the degradation products TCE, cis-1,2-
DCE, trans-1,2-DCE, and VC increased in monitoring wells near the injection area following the
injection. Ethene is also present which is indicative that some contaminant mass has completed
the reductive dechlorination process to the desired end point. The laboratory analytical results of
the baseline monitoring event will be compared with subsequent post-injection performance
monitoring events to further evaluate the Phase II ERD injection event.
In accordance with the RAP, an SVE system was installed to mitigate on-going contaminant
contributions to groundwater via leaching from the overlying soil and to reduce the VOC mass
that may contribute to vapor intrusion. The SVE system was started up on January 17, 2022, and
has removed approximately 29,028 lbs of PCE (approximately 2,100 gallons)to date.
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6.0 Schedule
To evaluate the effectiveness of the SRS®-SD injection at reducing VOC concentrations in
groundwater, performance monitoring will be conducted semi-annually for two years in
accordance with UIC Injection Permit No. WI0300476. The semi-annual monitoring is a
reduction over the quarterly monitoring proposed in the RAP and is based on the significant
amount of groundwater data collected to date that indicate ERD is effectively treating the
groundwater PCE plume.
Monitoring reports (aka Remedial Action Progress Reports or RAPRs) will be submitted semi-
annually for two years. Therefore, semi-annual sampling will end after the July 2024 sampling
event. Each RAPR will be submitted within approximately 90 days of each post-injection semi-
annual sampling event and will include groundwater data, SVE system data, copies of laboratory
analytical data, summary tables, figures, and other information as appropriate. After two years
of semi-annual monitoring, the monitoring will transition to an annual basis depending on the
ERD injection results as discussed below.
After approximately two years of semi-annual performance monitoring, H&H will review the
groundwater results to evaluate if additional injection is warranted. If an additional injection is
conducted, it would be followed by additional semi-annual monitoring for approximately one
year. If concentrations have been reduced by the Phase I and II ERD injections by an order of
magnitude or more, the goal of the RAP would be met.
A Final Project Evaluation for the UIC permit will be submitted within nine months of
completing injection activities or an interim evaluation will be submitted with a permit renewal
application. The final report or interim evaluation will include historical monitoring data, and
updated groundwater plume and potentiometric surface maps.
O&M activities to maintain the SVE system and collect system parameters will continue on a
monthly basis with additional site visits as necessary based on the system operation or potential
troubleshooting. The remote telemetry also allows monitoring of the system and the PLC
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provides automated notifications of system alarm or shut-down conditions. In addition, off-gas
vapor concentrations for laboratory analysis will continue to be collected on a quarterly basis and
will be used to calculate mass removal rates. Adjustments to the SVE system will be made as
necessary during the O&M visits to improve soil vapor removal and system efficiency. Once
sustained off-gas readings indicate an order of magnitude reduction in mass, the system may be
shut down.
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7.0 Water Supply Well Sampling
Water supply wells are situated near the Site, but none are located downgradient of the
groundwater plume. Several water supply wells (WSW-1 through WSW-5) have been sampled
approximately annually for VOCs by either Mohican or DEQ. A previous arrangement was
approved where Mohican and DEQ would sample WSW-1 through WSW-5 on alternating years.
DEQ also sampled several additional water supply wells near the site from time to time. To date,
five sampling events have been conducted with the most recent event being conducted by DEQ
in June 2022. At that time, the wells were also sampled for semi-VOCs by DEQ. No
contaminant concentrations related to the Site have been detected in the water supply well
samples.
Water supply wells WSW-1 are WSW-2 are located cross-gradient of the site. The closest well
(WSW-1) is located approximately 225 ft south of the site's southern property boundary (Figure
13). As indicated herein, recent groundwater monitoring data indicate that concentrations are
decreasing as a result of source area mass reduction. The PCE concentration in bedrock
monitoring well MW-2D located between the source area and WSW-1 has decreased from 21
µg/L prior to the ERD injections in 2017 to only 0.981 µg/L in July 2023. The 2L Standard for
PCE in groundwater is 0.7 µg/L, but the Federal Maximum Contaminant Level (MCL) for
drinking water is 5 µg/L. Based on the lack of VOC compound detections in the water supply
wells, reduction in groundwater PCE concentrations, and the lack of downgradient water supply
wells relative to the plume, the potential for Site groundwater to impact water supply wells
appears to be little to none. As a result, H&H is proposing to discontinue annual water supply
well sampling activities. Should PCE concentrations substantially increase in MW-2D, H&H
would recommend re-evaluation of sampling of select water supply wells.
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-014
February 9,2016 February 18,2016 November 1,2016 January 6,2017
Monitoring Total Lithology of Surface Screened TOC Approximate Groundwater Groundwater Groundwater Groundwater
Well ID Depth Screened Casing Depth Interval Elevation Screened Interval Latitude Longitude DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation
(ft bgs) Interval (ft bgs) (ft bgs) (ft msl) (ft msl) (ft msl) (ft msl) (ft msl) (ft msl)
MW-1 35 Saprolite N/A 20-35 912.98 878-893 35.36883 -81.40399 29.83 883.15 29.63 883.35 30.36 882.62 31.85 881.13
MW-2S 33 Saprolite N/A 20-35 907.91 873-888 35.36863 -81.40203 26.19 881.72 26.18 881.73 27.95 879.96 28.98 878.93
MW-2D 120 PWR 105 115-120 907.74 788-793 35.36862 -81.40206 25.55 882.19 25.45 882.29 26.15 881.59 27.39 880.35
MW-3S 37 Saprolite N/A 22-37 909.01 872-887 35.36988 -81.40085 30.76 878.25 30.49 878.52 32.78 876.23 34.45 874.56
MW-3D 102 PWR 92 97-102 907.65 806-811 35.36977 -81.40052 30.22 877.43 29.90 877.75 33.25 874.40 34.95 872.70
MW-4S 28 Saprolite N/A 13-28 897.30 869-884 35.37059 -81.39922 21.21 876.09 21.23 876.07 27.16 870.14 28.65 868.65
MW-4D 67 PWR 56 57-67 897.21 830-840 35.37057 -81.39921 21.39 875.82 21.43 875.78 26.54 870.67 28.84 868.37
MW-5S 28 Saprolite N/A 13-28 895.80 868-883 35.36916 -81.39925 20.70 875.10 20.75 875.05 27.12 868.68 27.88 867.92
MW-5D 84 PWR 74 79-84 895.88 813-817 35.36917 -81.39925 20.87 875.01 20.80 875.08 26.51 869.37 27.94 867.94
MW-6S 46 Saprolite N/A 31-46 914.73 869-884 35.36951 -81.40137 NI NI NI NI NI NI NI NI
MW-7S 45 Saprolite N/A 30-45 913.12 868-883 35.36984 -81.40175 NI NI NI NI NI NI NI NI
MW-8S 43 Saprolite N/A 28-43 898.16 855-870 35.37111 -81.39789 NI NI NI NI NI NI NI NI
MW-9S 40 Saprolite N/A 25-40 907.19 867-882 35.36996 -81.40066 NI NI NI NI NI NI NI NI
MW-10S 42 Saprolite N/A 27-42 907.23 865-880 35.37001 -81.40054 NI NI NI NI NI NI NI NI
MW-11S 39 Saprolite N/A 24-39 907.59 868-883 35.37000 -81.40057 NI NI NI NI NI NI NI NI
MW-11D 75 Saprolite N/A 65-75 907.78 832-842 35.37002 -81.40058 1 NI NI NI NI NI NI NI NI
Notes:
TOC=top of casing;DTW=depth to water from TOC;PWR=partially weathered rock
ft bgs=feet below ground surface;MSL=mean sea level;N/A=not applicable;NI=not installed;NM=not measured
MW-1 through MW-3D and MW-7S through MW-11 D constructed with lockable flush-mounted well pads.
MW-4S through MW-5D constructed with lockable steel stick-up covers.
Apart from MW-9S through MW-11 D,TOC measurements completed by James L Haines Land Surveyors in January 2018. MW-9S through MW-11 D TOC measurements completed by H&H December 2019.
DTW for MW-8S collected on December 1,2017.
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-014
November 21,2017 January 9,2019 March 27,2019 June 25,2019
Monitoring Total Lithology of Surface Screened TOC Approximate Groundwater Groundwater Groundwater Groundwater
Well ID Depth Screened Casing Depth Interval Elevation Screened Interval Latitude Longitude DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation
(ft bgs) Interval (ft bgs) (ft bgs) (ft msi) (ft msl) (ft msi) (ft msl) (ft msl) (ft msl)
MW-1 35 Saprolite N/A 20-35 912.98 878-893 35.36883 -81.40399 33.31 879.67 NM N/A NM N/A NM N/A
MW-2S 33 Saprolite N/A 20-35 907.91 873-888 35.36863 -81.40203 29.7 878.21 NM N/A NM N/A NM N/A
MW-2D 120 PWR 105 115-120 907.74 788-793 35.36862 -81.40206 28.41 879.33 NM N/A NM N/A NM N/A
MW-3S 37 Saprolite N/A 22-37 909.01 872-887 35.36988 -81.40085 35.68 873.33 30.58 878.43 30.59 878.42 25.11 883.9
MW-3D 102 PWR 92 97-102 907.65 806-811 35.36977 -81.40052 35.85 871.8 NM N/A NM N/A NM N/A
MW-4S 28 Saprolite N/A 13-28 897.30 869-884 35.37059 -81.39922 29.31 867.99 NM N/A NM N/A NM N/A
MW-4D 67 PWR 56 57-67 897.21 830-840 35.37057 -81.39921 29.25 867.96 NM N/A NM N/A NM N/A
MW-5S 28 Saprolite N/A 13-28 895.80 868-883 35.36916 -81.39925 28.51 867.29 NM N/A NM N/A NM N/A
MW-5D 84 PWR 74 79-84 895.88 813-817 35.36917 -81.39925 28.57 867.31 NM N/A NM N/A NM N/A
MW-6S 46 Saprolite N/A 31-46 914.73 869-884 35.36951 -81.40137 39.65 875.08 NM N/A NM N/A NM N/A
MW-7S 45 Saprolite N/A 30-45 913.12 868-883 35.36984 -81.40175 34.58 878.54 31 882.12 NM N/A NM N/A
MW-8S 43 Saprolite N/A 28-43 898.16 855-870 35.37111 -81.39789 36.48" 861.68 NM N/A NM N/A NM N/A
MW-9S 40 Saprolite N/A 25-40 907.19 867-882 35.36996 -81.40066 NI NI 27.58 879.61 27.14 880.05 22.7 884.49
MW-10S 42 Saprolite N/A 27-42 907.23 865-880 35.37001 -81.40054 NI NI 27.39 879.84 27.61 879.62 22.9 884.33
MW-11S 39 Saprolite N/A 24-39 907.59 868-883 35.37000 -81.40057 NI NI 28.38 879.21 28.23 879.36 23.35 884.24
MW-11D 75 Saprolite N/A 65-75 907.78 832-842 35.37002 -81.40058 1 NI NI 27.58 880.2 27.59 880.19 23.02 884.76
Notes:
TOC=top of casing;DTW=depth to water from TOC;PWR=partially weathered rock
ft bgs=feet below ground surface;MSL=mean sea level;N/A=not applicable;NI=not installed;NM=not measured
MW-1 through MW-3D and MW-7S through MW-11 D constructed with lockable flush-mounted well pads.
MW-4S through MW-5D constructed with lockable steel stick-up covers.
Apart from MW-9S through MW-11 D,TOC measurements completed by James L Haines Land Surveyors in January 2018. MW-9S through MW-11 D TOC measurements completed by H&H December 2019.
DTW for MW-8S collected on December 1,2017.
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-014
September 25,2019 October 26,2020 February 10,2021 May 14,2021
Monitoring Total Lithology of Surface Screened TOC Approximate Groundwater Groundwater Groundwater Groundwater
Well ID Depth Screened Casing Depth Interval Elevation Screened Interval Latitude Longitude DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation
(ft bgs) Interval (ft bgs) (ft bgs) (ft msl) (ft msl) (ft msi) (ft msl) (ft msl) (ft msl)
MW-1 35 Saprolite N/A 20-35 912.98 878-893 35.36883 -81.40399 25.3 887.68 24.99 887.99 NM N/A NM N/A
MW-2S 33 Saprolite N/A 20-35 907.91 873-888 35.36863 -81.40203 24.43 883.48 23.49 884.42 NM N/A NM N/A
MW-2D 120 PWR 105 115-120 907.74 788-793 35.36862 -81.40206 21.77 885.97 21.3 886.44 NM N/A NM N/A
MW-3S 37 Saprolite N/A 22-37 909.01 872-887 35.36988 -81.40085 28.17 880.84 27.8 881.21 25.4 883.61 23.05 885.96
MW-3D 102 PWR 92 97-102 907.65 806-811 35.36977 -81.40052 28.88 878.77 28.16 879.49 NM N/A NM N/A
MW-4S 28 Saprolite N/A 13-28 897.30 869-884 35.37059 -81.39922 22.39 874.91 20.8 876.5 NM N/A NM N/A
MW-4D 67 PWR 56 57-67 897.21 830-840 35.37057 -81.39921 22.31 874.9 20.75 876.46 NM N/A NM N/A
MW-5S 28 Saprolite N/A 13-28 895.80 868-883 35.36916 -81.39925 22.54 873.26 21.04 874.76 NM N/A NM N/A
MW-5D 84 PWR 74 79-84 895.88 813-817 35.36917 -81.39925 22.39 873.49 21.05 874.83 NM N/A NM N/A
MW-6S 46 Saprolite N/A 31-46 914.73 869-884 35.36951 -81.40137 32.54 882.19 32.32 882.41 30.51 884.22 28.5 886.23
MW-7S 45 Saprolite N/A 30-45 913.12 868-883 35.36984 -81.40175 26.78 886.34 26.54 886.58 25.03 888.09 22.62 890.5
MW-8S 43 Saprolite N/A 28-43 898.16 855-870 35.37111 -81.39789 32.73 865.43 32.24 865.92 NM N/A NM N/A
MW-9S 40 Saprolite N/A 25-40 907.19 867-882 35.36996 -81.40066 26.23 880.96 25.69 881.5 23.4 883.79 20.85 886.34
MW-10S 42 Saprolite N/A 27-42 907.23 865-880 35.37001 -81.40054 26.49 880.74 25.91 881.32 23.08 884.15 20.75 886.48
MW-11S 39 Saprolite N/A 24-39 907.59 868-883 35.37000 -81.40057 26.86 880.73 26.25 881.34 23.65 883.94 21.03 886.56
MW-11D 75 Saprolite N/A 65-75 907.78 832-842 35.37002 -81.40058 1 26.61 1 881.17 25.85 881.93 22.9 884.88 20.74 887.04
Notes:
TOC=top of casing;DTW=depth to water from TOC;PWR=partially weathered rock
ft bgs=feet below ground surface;MSL=mean sea level;N/A=not applicable;NI=not installed;NM=not measured
MW-1 through MW-3D and MW-7S through MW-11 D constructed with lockable flush-mounted well pads.
MW-4S through MW-5D constructed with lockable steel stick-up covers.
Apart from MW-9S through MW-11 D,TOC measurements completed by James L Haines Land Surveyors in January 2018. MW-9S through MW-11 D TOC measurements completed by H&H December 2019.
DTW for MW-8S collected on December 1,2017.
T„a�ble 1(Page 3 of 4)
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-014
August 11,2021 November 16,2021 January 10,2023 July 12,2023
Monitoring Total Lithology of Surface Screened TOC Approximate Groundwater Groundwater Groundwater Groundwater
Well ID Depth Screened Casing Depth Interval Elevation Screened Interval Latitude Longitude DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation DTW(ft) Elevation
(ft bgs) Interval (ft bgs) (ft bgs) (ft msl) (ft msi) (ft msi) (ft msl) (ft msl) (ft msi)
MW-1 35 Saprolite N/A 20-35 912.98 878-893 35.36883 -81.40399 NM N/A 26.1 886.88 31.73 881.25 28.81 884.17
MW-2S 33 Saprolite N/A 20-35 907.91 873-888 35.36863 -81.40203 NM N/A 26.03 881.88 28.07 879.84 26.55 881.36
MW-2D 120 PWR 105 115-120 907.74 788-793 35.36862 -81.40206 NM N/A 22.33 885.41 26.28 881.46 25.39 882.35
MW-3S 37 Saprolite N/A 22-37 909.01 872-887 35.36988 -81.40085 26.3 882.71 29.84 879.17 34.24 874.77 30.11 878.9
MW-3D 102 PWR 92 97-102 907.65 806-811 35.36977 -81.40052 NM N/A 30.7 876.95 34.47 873.18 30.25 877.4
MW-4S 28 Saprolite N/A 13-28 897.30 869-884 35.37059 -81.39922 NM N/A 24.93 872.37 26.68 870.62 22.91 874.39
MW-4D 67 PWR 56 57-67 897.21 830-840 35.37057 -81.39921 NM N/A 24.95 872.26 26.72 870.49 23.03 874.18
MW-5S 28 Saprolite N/A 13-28 895.80 868-883 35.36916 -81.39925 NM N/A 24.43 871.37 26.16 869.64 22.9 872.9
MW-5D 84 PWR 74 79-84 895.88 813-817 35.36917 -81.39925 NM N/A 28.41 867.47 26.32 869.56 22.85 873.03
MW-6S 46 Saprolite N/A 31-46 914.73 869-884 35.36951 -81.40137 30.68 884.05 33.73 881 38.4 876.33 35.27 879.46
MW-7S 45 Saprolite N/A 30-45 913.12 868-883 35.36984 -81.40175 24.63 888.49 27.39 885.73 33.08 880.04 30.2 882.92
MW-8S 43 Saprolite N/A 28-43 898.16 855-870 35.37111 -81.39789 NM N/A 34.3 863.86 35.08 863.08 32.82 865.34
MW-9S 40 Saprolite N/A 25-40 907.19 867-882 35.36996 -81.40066 24.34 882.85 28.04 879.15 31.12 876.07 27.74 879.45
MW-10S 42 Saprolite N/A 27-42 907.23 865-880 35.37001 -81.40054 24.48 882.75 28.21 879.02 32.24 874.99 27.95 879.28
MW-11S 39 Saprolite N/A 24-39 907.59 868-883 35.37000 -81.40057 25 882.59 28.7 878.89 33.11 874.48 28.34 879.25
MW-11D 75 Saprolite N/A 65-75 907.78 832-842 35.37002 -81.40058 1 24.72 1 883.06 1 28.42 1 879.36 1 32.22 1 875.56 1 27.99 1 879.79
Notes:
TOC=top of casing;DTW=depth to water from TOC;PWR=partially weathered rock
ft bgs=feet below ground surface;MSL=mean sea level;N/A=not applicable;NI=not installed;NM=not measured
MW-1 through MW-3D and MW-7S through MW-11 D constructed with lockable flush-mounted well pads.
MW-4S through MW-5D constructed with lockable steel stick-up covers.
Apart from MW-9S through MW-11 D,TOC measurements completed by James L Haines Land Surveyors in January 2018. MW-9S through MW-11 D TOC measurements completed by H&H December 2019.
DTW for MW-8S collected on December 1,2017.
T„a�ble 1(Page 4 of 4)
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Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-1 MW-2S MW-2D/Dup-1(MW-2D) Non-Residential
11)
Sample Date 2/5/2016 2/18/2016 1/6/2017 9/25/2019 10/26/2020 11/16/2021 7/12/2023 2/5/2016 1/6/2017 2/23/2017 11/21/2017 9/25/2019 10/26/2020 11/16/2021 7/12/2023 2/5/2016 1/6/2017 2/23/2017 11/21/2017 9/25/2019 10/26/2020 11/16/2021 7/13/2023 2L Standard GWSL(2)
Units /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <5.0 <5.0 <10 <5.0 <0.31 <1.80 <1.80 <5.0 <10 <10 <0.31 <5.0 <0.31 <1.80 <1.80 <5.0 <10 29 30 <0.31 <5.0 <0.31 <1.80 2.86 J 6,000 NS
Carbon disulfide <5.0 <5.0 <5.0 <5.0 <0.075 <0.150 <0.150 <5.0 <5.0 <5.0 <0.075 <5.0 <0.075 <0.150 <0.150 <5.0 5.0 10.0 9.2 <0.075 <5.0 <0.075 <0.150 <0.150 700 1,000
Chloroform <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.50 <1.0 <1.0 <0.076 <0.50 <0.076 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 <0.076 <0.50 <0.076 <0.220 <0.220 70 3.6
Chlorobenzene <0.50 <0.50 <1.0 <0.50 <0.062 <0.190 <0.190 <0.50 <1.0 <1.0 <0.062 <0.50 <0.062 <0.190 <0.190 <0.50 <1.0 <1.0 <1.0 <0.062 <0.50 <0.062 <0.190 <0.190 50 340
Chloromethane <0.50 <0.50 <1.0 <0.50 <0.079 <0.220 <0.220 <0.50 <1.0 <1.0 <0.079 <0.50 <0.079 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 <0.079 <0.50 <0.079 <0.220 <0.220 3 220
1,2-Dichlorobenzene <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.50 <1.0 <1.0 <0.054 <0.50 <0.076 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 0.076 <0.50 <0.076 <0.220 <0.220 20 2,200
1,4-Dichlorobenzene <0.50 <0.50 <1.0 <0.50 <0.050 <0.210 <0.210 <0.50 <1.0 <1.0 <0.050 <0.50 <0.050 <0.210 <0.210 <0.50 <1.0 <1.0 <1.0 <0.050 <0.50 <0.050 <0.210 <0.210 6 11
1,1,1,2-Tetrachloroethane <0.50 <0.50 <1.0 <0.50 <0.11 <0.160 <0.160 <0.50 <1.0 <1.0 <0.11 <0.50 <0.11 <0.160 <0.160 <0.50 <1.0 <1.0 <1.0 <0.11 <0.50 <0.11 <0.160 <0.160 1 16
1,1-Dichloroethylene <0.50 <0.50 <1.0 <0.50 <0.083 <0.150 <0.150 <0.50 <1.0 <1.0 <0.083 <0.50 <0.083 <0.150 <0.150 <0.50 <1.0 <1.0 <1.0 <0.083 <0.50 <0.083 <0.150 <0.150 350 160
1,2,3-Trichlorobenzene <2.0 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <2.0 <2.0 <2.0 <0.40 <2.0 <0.40 <0.380 <0.380 <2.0 <2.0 <2.0 <2.0 <0.40 <2.0 <0.40 <0.380 <0.380 NS NS
1,2,4-Trichlorobenzene <1.0 <1.0 <1.0 <1.0 <0.13 <0.380 <0.380 <1.0 <1.0 <1.0 <0.13 <1.0 <0.13 <0.380 <0.380 <1.0 <1.0 <1.0 <1.0 <0.13 <1.0 <0.13 <0.380 <0.380 70 30
cis-1,2-Dichloroethene <0.50 <0.50 <1.0 <0.50 <0.056 0.219 J <0.200 <0.50 <1.0 <1.0 <0.056 <0.50 <0.056 <0.200 <0.200 <0.50 <1.0 <1.0 <1.0 <0.056 <0.50 <0.056 0.290 J <0.200 70 210
trans-1,2-Dichloroethene <0.50 <0.50 <1.0 <0.50 <0.094 <0.180 <0.180 <0.50 <1.0 <1.0 <0.094 <0.50 <0.094 <0.180 <0.180 <0.50 <1.0 <1.0 <1.0 <0.094 <0.50 <0.094 <0.180 <0.180 100 91
Ethylbenzene <0.50 <0.50 <1.0 <0.50 <0.061 <0.170 <0.170 <0.50 <1.0 <1.0 <0.061 <0.50 <0.061 <0.170 <0.170 <0.50 <1.0 <1.0 <1.0 <0.061 <0.50 <0.061 <0.170 <0.170 600 15
Methyl Butyl Ketone <0.50 <0.50 <1.0 <0.50 <0.065 <0.380 <0.380 <0.50 <1.0 <1.0 <0.065 <0.50 <0.065 <0.380 <0.380 <0.50 <1.0 <1.0 <1.0 <0.065 <0.50 <0.065 <0.380 <0.380 40 6,900
Methyl Ethyl Ketone <0.50 <0.50 <1.0 <0.50 <0.24 <0.710 <0.710 <0.50 <1.0 <1.0 <0.24 <0.50 <0.24 <0.710 <0.710 <0.50 <1.0 <1.0 <1.0 <0.24 <0.50 <0.24 <0.710 <0.710 4,000 1,900,000
Methylene Chloride <0.50 <0.50 <1.0 <0.50 <0.083 <0.330 <0.330 <0.50 <1.0 <1.0 <0.083 <0.50 <0.083 <0.330 <0.330 <0.50 <1.0 <1.0 <1.0 <0.083 <0.50 <0.083 <0.330 <0.330 5 4,000
Tetrachloroethene 16 <1.0 <0.50 0.84 <0.220 <0.220 7.0 <1.0 <1.0 <0.098 <0.50 <0.098 <0.220 <0.220 <0.50 11 21 20 4.4 6.4 0.85 4.42 0.981 0.7 48
Toluene <0.50 <0.50 <1.0 <0.50 <0.044 <0.220 <0.220 <0.50 <1.0 <1.0 <0.044 <0.50 <0.044 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 <0.044 <0.50 <0.044 <0.220 0.452 J 600 16,000
Trichloroethene <0.50 <0.50 <2.0 <0.50 <0.078 <0.180 <0.180 <0.50 <2.0 <2.0 <0.078 <0.50 <0.078 <0.180 <0.180 <0.50 <2.0 <2.0 <2.0 <0.078 <0.50 <0.078 <0.180 <0.180 3 4.4
Trichlorofluoromethane <0.50 <0.50 <2.0 <0.50 <0.062 <0.180 <0.180 <0.50 3.9 2.0 0.65 J 1.7 1.6 1.52 0.811 3.7 2.0 2.0 2.0 <0.062 0.69 1.4 1.09 0.767 2,000 NS
Xylenes <1.50 <1.50 <3.0 <1.5 <0.15 <0.21 <0.21 <1.50 <3.0 <3.0 <0.15 <1.5 <0.15 <0.21 <0.21 <1.50 <3.0 <3.0 <3.0 <0.15 <1.5 <0.15 <0.21 <0.21 500 320
Vinyl Chloride <0.50 <0.50 <1.0 <0.50 <0.097 <0.170 <0.170 <0.50 <1.0 <1.0 <0.076 <0.50 <0.097 <0.170 <0.170 <0.50 <1.0 <1.0 <1.0 <0.076 <0.50 <0.097 <0.170 <0.170 0.03 2.5
VOC Max TIC NA NA ND ND ND ND ND NA ND ND NA ND ND ND ND NA ND ND ND NA ND ND ND ND NS NS
SVOCs(8270E1
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3 NS
Metals(6010C/6020B/7470A/SM35001
Arsenic NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 NS
Barium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 700 NS
Cadmium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 10 NS
Hexavalent Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NS NS
Lead NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 15 NS
Manganese NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 50 NS
Mercury NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 NS
Selenium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 20 NS
Silver NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(21-Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/I and in MW-11 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
'=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
Bold,italics and highlight indicates an exceedance of 2L Standard and the GWSL
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 1 of 7)
M1tlpa://TaMicksM1arepoinLwmisi�eslMaslerFiles-1ISM1aretl D...m,nts/N Ma rPmjecWMOM1 Mills-MOH/MOH-014 Knifmnice 2023/PHII ERD/July 2023 RpVRepor blW2023 Tabl,,.xlsx
10/S12023 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-3S/Dup-1/GW-DUP-1(MW-3S) Non-Residential
Sample Date 2/5/2016 1/10/2017 1/9/2019 3/27/2019 6/25/2019 9/25/2019 10/26/2020 2/11/2021 5/14/2021 8/11/2021' 11/16/2021 1/11/2023 7/14/2023 2L Standard I'I GWSL(2)
Units /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <500 <1,000 <1,000 <1,000 <1,000 <1,000 <500 <500 <500 <500 <31 <31 120 J 144 J <180 <180 <1.80 <1.80 <1.80 <1.80 <1,800 <180 <1,800 6,000 NS
Carbon disulfide <500 <500 <500 <500 <500 <500 <500 <500 <500 <500 <7.5 <7.5 <7.50 <7.50 <15.0 <15.0 <0.150 <0.150 <0.150 <0.150 <150 <15.0 <150 700 1,000
Chloroform <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <7.6 <7.6 <7.60 <7.60 <22.0 <22.0 0.856 0.823 1.74 1.70 <220 <22.0 <220 70 3.6
Chlorobenzene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <6.2 <6.2 <6.20 <6.20 <19.0 <19.0 0.305 J 0.294 J 1.09 1.10 <190 <19.0 <190 50 340
Chloromethane <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <7.9 <7.9 <7.90 <7.90 <22.0 <22.0 <0.220 <0.220 <0.220 <0.220 <220 <22.0 <220 3 220
1,2-Dichlorobenzene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <7.6 <7.6 <7.60 <7.60 <22.0 <22.0 0.860 0.891 0.248 J 0.260 J <220 <22.0 <220 20 2,200
1,4-Dichlorobenzene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <5.0 <5.0 <5.00 <5.00 <21.0 <21.0 0.830 0.840 0.362 J 0.377 J <210 <21.0 <210 6 11
1,1,1,2-Tetrachloroethane <50 <100 <100 <100 <100 82 75 47J 48J <11 <11.0 <11.0 <16.0 <16.0 3.18 2.89 4.13 4.30 <160 <16.0 <160 1 16
1,1-Dichloroethylene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <8.3 <8.3 <8.30 <8.30 <15.0 <15.0 1.64 1.51 <0.150 <0.150 <240 23.7 J <240 350 160
1,2,3-Trichlorobenzene <200 <200 <200 <200 <200 <200 <200 <200 <200 <200 <40 <40 <40.0 <40.0 -38.0 <38.0 7.11 7.81 1.27 J 1.64 J <380 <38.0 <380 NS NS
1,2,4-Trichlorobenzene <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 30 J 22 J <13.0 <13.0 96.9 J 43.7 44.3 5.77 7.19 <310 <31.0 <310 70 30
cis-1,2-Dichloroethene 140 150 210 190 190 110 120 270 210 120 110 102 110 164 144 413 65.8 66.6 43,500 70 210
trans-1,2-Dichloroethene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <9.4 <9.4 <9.40 <9.40 <18.0 <18.0 1.13 0.849 0.210 J 0.254 J <180 <18.0 <180 100 91
Ethylbenzene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <6.1 <6.1 <6.10 <6.10 <17.0 <17.0 0.210 J <0.170 <0.170 <0.170 <170 <17.0 <170 600 15
Methyl Butyl Ketone <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <6.5 <6.5 <6.50 <6.50 <38.0 <38.0 <0.380 <0.380 <0.380 <0.380 <380 <38.0 <380 40 6,900
Methyl Ethyl Ketone <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <24 <24 <24.0 <24.0 <71.0 <71.0 <0.710 <0.710 <0.710 <0.710 <710 <71.0 <710 4,000 1,900,000
Methylene Chloride <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <8.3 <8.3 <8.30 <8.30 <33.0 <33.0 <0.330 <0.330 <0.330 <0.330 <330 <33.0 <330 5 4,000
Tetrachloroethene 120,000 120,000 87,000 76,000 66,000 63,000 87,000 190,000 82,000 78,000 43,000 42,000 27,200 25,600 16,300 15,300 14,500 13,200 12,600 '16,200 174,000 49,200 0.7 48
Toluene <50 <100 <100 <100 <100 <100 <50 <50 <50 <50 <4.4 <4.4 <4.40 <4.40 <22.0 <22.0 <0.220 <0.220 <0.220 <0.220 <220 <22.0 <220 600 16,000
Trichloroethene 260 300 310 270 250 260 190 210 260 240 160 160 127 130 120 113 59.0 56.1 dW6.19 78.4 3,650 4,950 12,500 3 4.4
Trichlorofluoromethane <50 <200 <200 <200 <200 <200 <50 <50 <50 <50 <6.2 <6.2 <6.20 <6.20 <18.0 <18.0 <0.180 <0.180 <0.180 <0.180 <180 <18.0 <180 2,000 NS
Xylenes <150 <300 <300 <300 <300 <300 <150 <150 <150 <150 <15 <15 <4.4 <4.4 <21 <21 0.315 J 0.331 J <021 <0,21 <210 <21 <210 500 320
Vinyl Chloride <50 14 <100 <100 <100 <100 <50 <50 <50 <50 <9.7 <9.7 <9.70 <9.70 <17.0 <17.0 <0.170 <0.170 <0.170 <0.170 <170 <17.0 0 1 0.03 2.5
VOC Max TIC NA ND ND NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND I ND NS NS
SVOCs(8270E)
Bis 2-Eth Ihex I hthalate NA 3.4 J NA NA NA NA NA NA NA NA <3.8 <3.8 NA NA NA NA NA NA <8.80 NA NA NA NA 3 NS
Metals(6010C/6020B/7470A/SM3500)
Arsenic <10 NA 0.37 J <1.0 NA NA NA NA 0.43 J NA 0.21 J 0.20 J 0.273 J NA <0.170 NA <0.170 NA <0.170 NA <14.9 NA 1.75 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA <0.49 NA NA NA NA NA NA NA <0.490 NA NA NA NA 1 NS
Barium <12 NA 24 22 NA NA NA NA 20 NA 13 12 14.6 NA 14.9 NA 10.2 NA 9.91 J NA 141 NA 29.1 700 NS
Cadmium <13 NA <1.0 <1.0 NA NA NA NA <1.0 NA <0.16 <0.16 <0.160 NA <0.160 NA <0.160 NA <0.160 NA <17.5 NA <0.350 2 NS
Chromium <14 NA 13 11 NA NA NA NA 9.8 NA 2.0 1.5 J 1.86 J NA 0.923 J NA <0.790 NA <0.790 NA <17.3 NA 4.79 10 NS
Hexavalent Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NS NS
Lead <15 NA 6.6 5.3 NA NA NA NA 4.2 NA 1.4 1.0 1.16 NA 0.593 J NA <0.260 NA <0.260 NA 26.6 J NA 3.19 15 NS
Manganese NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 50 NS
Mercury <0.20 NA <0.20 <0.20 NA NA NA NA <0.20 NA <0.034 <0.034 <0.05 NA <0.07 NA <0.07 NA <0.07 NA <0.13 NA <0.13 1 NS
Selenium <20 NA 2.4 J <5.0 NA NA NA NA 7.4 NA 5.5 5.5 3.43 J NA 7.29 NA 3.26 J NA 1.56 J NA <35.2 NA 4.62 20 NS
Silver <5.0 NA <5.0 <5.0 NA NA NA NA <5.0 NA <0.11 <0.11 <0.110 NA <0.110 NA <0.110 NA <0.110 NA <2.85 NA <0.0570 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(2L Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/I and in MW-11 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
`=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
Bold,italics and highlight indicates an exceedance of 2L Standard and the GWSL.
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 2 of 7)
M1tlpa://TaMicksM1arepoinLwmisi�eslMaslerFiles-1ISM1aretl D...m,nts/N Ma rPmjecWMOM1 Mills-MOH/MOH-014 Knifmnice 2023/PHII ERD/July 2023 RpVRepor blW2023 Tabl,,.xlsx
10/S12023 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-3D/Dup-1(MW-3D) MW-4S/Dup-2(MW-4S) MW4D Non-Residential
Sample Date 2/5/2016 1/10/2017 9/25/2019 10/26/2020 11/16/2021 7/13/2023 2/5/2016 1/10/2017 9/25/2019 10/27/2020 11/16/2021 1/11/2023 7/12/2023 2/5/2016 1/10/2017 9/25/2019 10/27/2020 11/16/2021 1/11/2023 7/12/2023 2L Standard I11 GWSL Ili
Units /L /L /L /L (pg/L) /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <5.0 <5.0 2.2 J 3.1 J 2.04 J <1.80 <5.0 <10 <5.0 <5.0 <0.31 <1.80 <1.80 <1.80 6.7 <10 <5.0 <0.31 <1.80 <1.80 <1.80 6,000 NS
Carbon disulfide <5.0 <5.0 -5.0 <5.0 <0.075 <0.150 <0.150 <5.0 <5.0 <5.0 <5.0 <0.075 <0.150 <0.150 <0.150 <5.0 <5.0 <5.0 <0.075 <0.150 <0.150 <0.150 700 1,000
Chloroform <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 0.62 <1.0 <0.50 <0.50 <0.076 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 70 3.6
Chlorobenzene <0.50 <0.50 <1.0 <0.50 <0.062 <0.190 <0.190 <0.50 <1.0 <0.50 <0.50 <0.062 <0.190 <0.190 <0.190 <0.50 <1.0 <0.50 <0.062 <0.190 <0.190 <0.190 50 340
Chloromethane <0.50 <0.50 <1.0 <0.50 <0.079 <0.220 <0.220 <0.50 <1.0 <0.50 <0.50 <0.079 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.079 <0.220 <0.220 <0.220 3 220
1,2-Dichlorobenzene <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.50 <1.0 <0.50 <0.50 <0.076 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 20 2,200
1,4-Dichlorobenzene <0.50 <0.50 <1.0 <0.50 <0.050 <0.210 <0.210 <0.50 <1.0 <0.50 <0.50 <0.050 <0.210 <0.210 <0.210 <0.50 <1.0 <0.50 <0.050 <0.210 <0.210 <0.210 6 11
1,1,1,2-Tetrachloroethane <0.50 <0.50 <1.0 <0.50 <0.11 <0.160 <0.160 <5.0 <1.0 <0.50 <0.50 <0.11 <0.160 <0.160 <0.160 <0.50 <1.0 <0.50 <0.11 <0.160 <0.160 <0.160 1 16
1,1-Dichloroethylene <0.50 <0.50 <1.0 <0.50 <0.083 <0.150 <0.150 <0.50 <1.0 <0.50 <0.50 <0.083 <0.150 <0.150 <0.150 <0.50 <1.0 <0.50 <0.083 <0.150 <0.150 <0.150 350 160
1,2,3-Trichlorobenzene <2.0 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <2.0 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 NS NS
1,2,4-Trichlorobenzene <1.0 <1.0 <1.0 <1.n <0.13 <0.380 <0.380 <1.0 <1.0 <1.0 <1.0 <0.13 <0.380 <0.310 <0.310 <1.0 <1.0 <1.0 <0.13 <0.380 <0.310 <0.310 70 30
cis-1,2-Dichloroethene 1.2 1.2 <1.0 1.3 0.74 0.578 0.965 <0.50 <1.0 <0.50 <0.50 <0.056 <0.200 <0.200 <0.200 <0.50 <1.0 <0.50 <0.056 <0.200 <0.200 <0.200 70 210
trans-1,2-Dichloroethene <0.50 <0.50 <1.0 ­_ <0.094 <0.180 <0.180 <0.50 <1.0 <0.50 <0.50 <0.094 <0.180 <0.180 <0.180 <0.50 <1.0 <0.50 <0.094 <0.180 <0.180 <0.180 100 91
Ethylbenzene <0.50 <0.50 <1.0 <0,50 <0,061 <0.170 <0.170 <0.50 1.2 <0.50 <0.50 0,25 J 0,990 0,284 J 0,614 <0.50 <1.0 <0.50 <0.061 <0.170 <0.170 <0.170 600 15
Methyl Butyl Ketone <0.50 <0.50 <1.0 <0.50 <0.065 <0.380 <0.380 <0.50 <1.0 <0.50 <0.50 <0.065 <0.380 <0.380 <0.380 <0.50 <1.0 <0.50 <0.065 <0.380 <0.380 <0.380 40 6,900
Methyl Ethyl Ketone <0.50 <0.50 <1.0 <0.50 <0.24 <0.710 <0.710 <0.50 <1.0 <0.50 <0.50 <0.24 <0.710 <0.710 <0.710 <0.50 <1.0 <0.50 <0.24 <0.710 <0.710 <0.710 4,000 1,900,000
Methylene Chloride <0.50 <0.50 1.0 n 5n n 083 <0.330 <0.330 <0.50 <1.0 <0.50 <0.50 <0.083 <0.330 <0.330 <0.330 <0.50 <1.0 <0.50 <0.083 <0.330 <0.330 <0.330 5 4,000
Tetrachloroethene 4OU 290 130 80 34.9 17 45 32 24 36.4 30.2 7.1 7.1 0.94 0.270 J 2.46 <0.220 0.7 48
Toluene <0.50 <0.50 u44 <0.220 0.235 J <0.50 <1.0 <0.50 <0.50 <0.044 <0.220 <0.220 <0.220 2.2 <1.0 <0.50 0.22 J <0.220 <0.220 <0.220 600 16,000
Trichloroethene &4 &4 0.70 J 0.67 0.38 J 0.350 J 0.327 J <0.50 <2.0 <0.50 <0.50 <0.078 <0.180 <0.180 <0.180 <0.50 <2.0 <0.50 <0.078 <0.180 <0.180 <0.180 3 4.4
Trichlorofluoromethane <0.50 <0.50 <2.0 ,.�u <0.062 <0.180 <0.180 <0.50 <2.0 <0.50 <0.50 <0.062 <0.180 <0.180 <0.180 <0.50 <2.0 <0.50 <0.062 <0.180 <0.180 <0.180 2,000 NS
Xylenes <1.50 <1.5 <3.0 <1.50 <0.15 <0.21 <0.21 <1.50 <3.0 <1.5 <1.5 <0.15 <0.21 <0.21 <0.21 <1.50 <3.0 <1.5 <0.15 <0.21 <0.21 <0.21 500 320
Vinyl Chloride <0.50 <0.50 <1.0 <0.50 <0.097 <0.170 <0.170 <5.0 <1.0 <0.50 <0.50 <0.097 <0.170 <0.170 <0.170 <0.50 <1.0 <0.50 <0.097 <0.170 <0.170 <0.170 0.03 2.5
VOC Max TIC NA NA ND ND ND ND ND NA ND ND ND ND ND ND ND NA ND ND ND ND ND ND NS NS
SVOCs(8270E1
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3 NS
Metals(6010C/6020B/7470A/SM35001
Arsenic NA VA NA NA NA NA NA NA NA NA NA NA NA <0297 <0297 NA NA NA NA NA 0.484 J 0.536 J 10 NS
Antimony NA VA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 NS
Barium NA VA NA NA NA NA NA NA NA NA NA NA NA 23.6 17.8 NA NA NA NA NA 19.7 16.7 700 NS
Cadmium NA VA NA NA NA NA NA NA NA NA NA NA NA <0.350 <0.350 NA NA NA NA NA <0.350 <0.350 2 NS
Chromium NA VA NA NA NA NA NA NA NA NA NA NA NA 0.414 J 1.19 NA NA NA NA NA 0.407 J 3.14 10 NS
Hexavalent Chromium NA VA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NS NS
Lead NA VA NA NA NA NA NA NA NA NA NA NA NA 0.875 J 0.923 J NA NA NA NA NA 0.287 J 1.07 15 NS
Manganese NA VA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 50 NS
Mercury NA VA NA NA NA NA NA NA NA NA NA NA NA <0.13 <0.13 NA NA NA NA NA <0.13 <0.13 1 NS
Selenium NA VA NA NA NA NA NA NA NA NA NA NA NA <0.703 <0.703 NA NA NA NA NA <0.703 <0.703 20 NS
Silver NA VA NA NA NA NA NA NA NA NA NA NA NA <0.0570 <0.0570 NA NA NA NA NA <0.0570 <0.0570 20 NS
Thallium NP VA N^ NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(2L Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/I and in MW-11 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
'=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
W,italics and highlight indicates an exceedance of 2L Standard and the GWSL.
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 3 of 7)
M1tlpa://TaMicksM1arepoinLwmisi�eslMaslerFiles-1ISM1aretl D...m,nts/N Ma rPm,,WMMim Mills-MOH/MOH-014 Knifmnice 2023/PHII ERD/July 2023 RpVRepor blssl2023 Tabl,,.xlsx
10/S12023 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-5S MW-5D MW-6S/Dup-1(MW-6S) Non-Residential
Sample Date 2/5/2016 1/10/2017 9/25/2019 10/26/2020 11/16/2021 1/11/2023 7/13/2023 2/5/2016 1/6/2017 9/25/2019 10/26/2020 11/16/2021 1/11/2023 7/13/2023 9/20/2023 1/10/2017 9/25/2019 10/31/2019 10/26/2020 2/11/2021 5/14/2021 8/11/2021 11/16/2021 1/10/2023 7/12/2023 2L Standard(9 GWSL(2)
Units /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <5.0 <10 <0.70 <0.31 <1.80 <1.80 <1.80 <50 <10 2.2 J <3.1 <1.80 <1.80 <1.80 NA <100 <100 <50 <50 <31 <31.0 <18.0 <1.80 <1.80 8.91 <1.80 6,000 NS
Carbon disulfide <5.0 <5.0 <0.36 <0.075 <0.150 <0.150 <0.150 <50 <5.0 <5.0 <0.75 <0.150 <0.150 <0.150 NA <50 <50 <50 <50 <7.5 <7.50 <1.50 <0.150 <0.150 <0.150 <0.150 700 1,000
Chloroform <0.50 <1.0 <0.48 <0.076 <0.220 <0.220 <0.220 <5.0 <1.0 0.67 <0.76 0.276 J 0.265 J 0.425 J NA <10 <10 11 7.5 <7.6 <7.60 4.83 J 3.73 1.62 1.08 0.609 70 3.6
Chlorobenzene <0.50 <1.0 <0.34 <0.062 <0.190 <0.190 <0.190 <5.0 <1.0 <0.34 <0.062 <0.190 <0.190 <0.190 NA <10 <10 <50 <5.0 <6.2 <6.20 <1.90 <0.190 <0.190 <0.190 <0.190 50 340
Chloromethane <0.50 <1.0 <0.29 <0.079 <0.220 <0.220 <0.220 <5.0 <1.0 0.33 J <0.79 <0.220 <0.220 <0.220 NA <10 <10 <50 <5.0 <7.9 <7.90 <2.20 <0.220 <0.220 <0.220 <0.220 3 220
1,2-Dichlorobenzene <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 <5.0 <1.0 <0.50 <0.76 <0.220 <0.220 <0.220 NA <10 <10 <50 <5.0 <50 <7.60 <2.20 <0.220 <0.220 <0.220 <0.220 20 2,200
1,4-Dichlorobenzene <0.50 <1.0 <0.50 <0.050 <0.210 <0.210 <0.210 <5.0 <1.0 <0.50 <0.50 <0.210 <0.210 <0.210 NA <10 <10 <50 <5.0 <50 <5.00 <2.10 <0.210 <0.210 <0.210 <0.210 6 11
1,1,1,2-Tetrachloroethane <0.50 <1.0 <0.35 <0.11 <0.160 <0.160 <0.160 <5.0 <1.0 0.84 <1.1 0.403 J 0.329 J 0.436 J NA <10 <10 3.7 J <5.0 <11 <11.0 <1.60 <0.160 0.443 J <0.160 <0.160 1 16
1,1-Dichloroethylene <0.50 <1.0 <0.35 <0.083 <0.150 <0.150 <0.150 <5.0 2.7 <0.50 <0.83 <0.150 <0.150 <0.150 NA <10 <10 <5.0 <5.0 <8.3 <8.30 <1.50 <0.150 <0.150 <0.150 <0.150 350 160
1,2,3-Trichlorobenzene <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 <20 <2.0 <2.0 <4.0 <0.380 <0.380 <0.380 NA <20 <20 <20 <20 <200 <40.0 <3.80 <0.380 <0.380 <0.380 <0.380 NS NS
1,2,4-Trichlorobenzene <1.0 <1.0 <0.44 <0.13 <0.380 <0.310 <0.310 <10 <1.0 <0.44 <1.3 <0.380 <0.310 <0.310 NA <10 <10 <10 <10 <13 <13.0 <3.10 <0.310 <0.380 <0.310 <0.310 70 30
cis-1,2-Dichloroethene <0.50 <1.0 <0.40 <0.056 0.724 <0.200 <0.200 <5.0 24 3.5 J 5.45 4.29 1.64 NA 12 11 120 68 42 J 37.3 J 33.5 28.2 11.8 0.999 17.4 70 210
trans-1,2-Dichloroethene <0.50 <1.0 <0.27 <0.094 <0.180 <0.180 <0.180 <5.0 <1.0 <0.50 <0.94 <0.180 <0.180 <0.180 NA <10 <10 <5.0 <9.4 <9.40 <1.80 <0.180 <0.180 <0.180 <0.180 100 91
Ethylbenzene <0.50 <1.0 <0.31 <0.061 <0.170 <0.170 <0.170 <5.0 <10 <0.50 <0.61 <0.170 <0.170 <0.170 NA <10 <10 <5.0 <5.0 <6.1 <6.10 <1.70 <0.170 <0.170 <0.170 <0.170 600 15
Methyl Butyl Ketone <0.50 <1.0 <0.29 <0.065 <0.380 0.688 J <0.380 <5.0 <1.0 <0.50 <0.65 <0.380 <0.380 <0.380 NA <10 <10 <5.0 <5.0 <6.5 <6.50 <3.80 <0.380 <0.380 <0.380 <0.380 40 6,900
Methyl Ethyl Ketone <0.50 <1.0 <0.78 <0.24 <0.710 <0.710 <0.710 <5.0 <1.0 <0.50 <2.4 <0.710 <0.710 <0.710 NA <10 <10 <5.0 <5.0 <24 <24.0 <7.10 <0.710 <0.710 <0.710 <0.710 4,000 1,900,000
Methylene Chloride <0.50 <1.0 <0.40 <0.083 <0.330 <0.330 <0.330 <5.0 <1.0 <0.50 <0.83 <0.330 <0.330 <0.330 NA <10 <10 <F- <5.0 <8.3 <8.30 <3.30 <0.330 <0.330 <0.330 <0.330 5 4,000
Tetrachloroethene 11 2.7 6.1 8.5 20.8 24.8 1.93 240 1,100 560 NA 14,000 9,800 2,9510 2,940 2,920 0.7 48
Toluene <0.50 <1.0 <0.35 <0.044 <0.220 <0.220 <0.220 <5.0 <1.0 <0.50 <0.44 <0.220 <0.220 <0.220 NA <10 <10 lb <4.4 <4.40 <2.20 <0.220 <0.220 <0.220 <0.220 600 16,000
Trichloroethene <0.50 <2.0 <0.46 <0.078 <0.180 0.267 J <0.180 5.5 &9 6. 4.3 J 3.60 2.79 3.50 NA 48 J <7.80 13.3 _11.5 6.72 0.747 1.61 3 4.4
Trichlorofluoromethane <0.50 <2.0 <0.24 <0.062 <0.180 <0.180 <0.180 <5.0 <2.0 <0.50 <0.62 <0.180 <0.180 <0.180 NA <20 <20 <5.0 <5.0 <6.2 <6.20 <1.80 <0.180 <0.180 <0.180 <0.180 2,000 NS
Xylenes <1.50 <3.0 <1.1 <0.15 <0.21 <0.21 <0.21 <15.0 <3.0 <1.5 <1.5 <0.21 <0.21 <0.21 NA <30 <30 <15 <15 <15 <4.4 <2.1 <0.21 <0.21 <0.21 <0.21 500 320
Vinyl Chloride <0.50 <1.0 <0.41 <0.097 <0.170 <0.170 <0.170 <5.0 <1.0 <0.50 <0.97 <0.170 <0.170 <0.170 NA <10 <10 <5.0 <5.0 <9.7 <9.70 <1.70 <0.170 <0.170 <0.170 <0.170 0.03 2.5
VOC Max TIC NA ND ND ND ND ND ND NA ND ND ND ND ND ND NA ND ND ND ND ND ND ND ND ND ND ND NS NS
SVOCs(8270E1
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA <3.8 NA NA NA <8.80 NA NA 3 NS
Metals(6010C/6020B/7470A/SM35001
Arsenic NA NA NA NA NA <0.297 <0.297 NA NA NA NA NA <0.297 <0.297 NA NA NA NA NP <0.17 0.355 J <0.170 <0.170 <0.170 0.580 J 0.444 J 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NP <0.49 NA NA NA <0.490 NA NA 1 NS
Barium NA NA NA NA NA 16.2 11.4 NA NA NA NA NA 9.54 20 NA NA NA NA NP 19 23.0 18.6 18.6 18.8 81.4 23.8 700 NS
Cadmium NA NA NA NA NA <0.350 <0.350 NA NA NA NA NA <0.350 <0.350 NA NA NA NA NP <0.16 <0.160 <0.160 <0.160 <0.160 <0.350 <0.350 2 NS
Chromium NA NA NA NA NA <0.346 0.536 J NA NA NA NA NA <0.346 42.9 <2,<2' NA NA NA NP 1.3 J 1.16 J <0.790 <0.790 <0.790 3.97 2.74 10 NS
Hexavalent Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NP NA NA NA NA NA NA NA NS NS
Lead NA NA NA NA NA 0.560 J 0.849 J NA NA NA NA NA <0.264 0.677 J NA NA NA NA NP 0.84 J 1.43 <0.260 0.490 J 0.325 J 5.47 2.27 15 NS
Manganese NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NP NA NA NA NA NA NA NA 50 NS
Mercury NA NA NA NA NA <0.13 <0.13 NA NA NA NA NA <0.13 <0.13 NA NA NA NA NP <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 1 NS
Selenium NA NA NA NA NA <0.703 <0.703 NA NA NA NA NA <0.703 <0.703 NA NA NA NA NP 0.83 J <0.740 <0.740 <0.740 <0.740 0.754 J <0.703 20 NS
Silver NA NA NA NA NA <0.0570 <0.0570 NA NA NA NA NA <0.0570 <0.0570 NA NA NA NA NA <0.11 <0.110 <0.110 <0.110 <0.110 <0.0570 <0.0570 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(2L Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/I and in MW-11 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
'=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
I5old,italics and highlight indicates an exceedance of 2L Standard and the GWSL.
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 4 of 7)
M1tlpa://TaMicksM1arepoinLwmisi�eslMaslerFiles-1ISM1aretl D...m,nts/N Ma rPmjecWMOM1 Mills-MOH/MOH-014 Knifmnice 2023/PHII ERD/July 2023 RpVRepor blW2023 Tabl,,.xlsx
10/S12023 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-7S/Dup-04(MW-7S) MW-8S MW-9S/GW-DUP Non-Residential
Sample Date 11/21/2017 1/9/2019 9/25/2019 10/26/2020 2/10/2021 5/14/2021 8/11/2021 11/16/2021 1/10/2023 7/13/2023 12/1/2017 9/25/2019 10/27/2020 11/16/2021 7/12/2023 1/9/2019 3/27/2019 6/25/2019 9/25/2019 10/26/2020 2/10/2021 5/14/2021 8/11/2021 11/16/2021° 1/10/2023 7/14/2023 2L Standard(�l GWSL(2)
Units /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <0.31 <0.31 <10 <5.0 <0.31 <0.310 <1.80 <1.80 <1.80 <1.80 <1.80 <0.31 2.4 J <0.31 <1.80 <1.80 <5,000 <10,000 <500 <500 <310 <31.0 <180 <180 8.05 <180 <1,800 <1,800 6,000 NS
Carbon disulfide <0.075 <0.075 <5.0 <5.0 <0.075 <0.075 <0.150 <0.150 <0.150 <0.150 <0.150 <0.075 <5.0 <0.075 <0.150 <0.150 <2,500 <5,000 <5000 <500 <75 <7.50 <15.0 <15.0 <0.150 <15.0 <150 <150 700 1,000
Chloroform 10 <0.076 <1.0 <0.50 <0.076 <0.076 <0.220 <0.220 <0.220 <0.220 <0.220 <0.076 <0.50 <0.076 <0.220 <0.220 <500 <1,000 <500 <50 <76 <7.60 <22.0 <22.0 <0.220 <22.0 <220 <220 70 3.6
Chlorobenzene <0.062 <0.062 <1.0 <0.50 <0.062 <0.062 <0.190 <0.190 <0.190 <0.190 <0.190 <0.062 <0.50 <0.062 <0.190 <0.190 <500 <1,000 <500 79 <62 <6.20 24.1 J <19.0 48.0 <19.0 <190 <190 50 340
Chloromethane <0.079 <0.079 <1.0 <0.50 <0.079 <0.079 <0.220 <0.220 <0.220 <0.220 <0.220 <0.079 0.47 J <0.079 <0.220 <0.220 <500 <1,000 <500 <50 <79 <7.90 <22.0 <22.0 1.92 <22.0 <220 <220 3 220
1,2-Dichlorobenzene <0.066 <0.066 <1.0 <0.50 <0.076 <0.076 <0.220 <0.220 <0.220 <0.220 <0.220 <0.076 <0.50 <0.076 <0.220 <0.220 <500 <1,000 <500 <50 <76 <7.60 <22.0 <22.0 1.39 <22.0 <220 <220 20 2,200
1,4-Dichlorobenzene <0.050 <0.050 <1.0 <0.50 <0.050 <0.050 <0.210 <0.210 <0.210 <0.210 <0.210 <0.050 <0.50 <0.050 <0.210 <0.210 <500 <1,000 <500 <50 <50 <5.00 <21.0 <21.0 1.38 <21.0 <210 <210 6 11
1,1,1,2-Tetrach loroetha ne <0.11 <0.11 <1.0 <0.50 <0.11 <0.110 <0.160 <0.160 <0.160 <0.160 <0.160 <0.11 <0.50 <0.11 <0.160 <0.160 <500 <1,000 <500 <110 <11.0 <16.0 <16.0 <0.160 <16.0 <160 <160 1 16
1,1-Dichloroethylene <0.083 <0.083 <1.0 <0.50 <0.083 <0.083 <0.150 <0.150 <0.150 <0.150 <0.150 <0.083 <0.50 <0.083 <0.150 <0.150 <500 <1,000 <500 130 <83 89.7 276 303 <15.0 <150 <150 350 160
1,2,3-Trichlorobenzene <0.40 <0.40 <2.0 <2.0 <0.40 <0.400 <0.380 <0.380 <0.380 <0.380 <0.380 <0.40 <2.0 <0.40 <0.380 <0.380 <1,000 <2,000 <1,000 <200 <400 <40.0 <38.0 <38.0 <0.380 <38.0 <380 <380 NS NS
1,2,4-Trichlorobenzene <0.13 <0.13 <1.0 <1.0 <0.13 <0.130 <0.380 <0.380 <0.380 <0.310 <0.310 <0.13 <1.0 <0.13 <0.380 <0.310 <500 <1,000 <500 <100 <130 <13.0 <31.0 <310 2.11 <31.0 <310 <310 70 30
cis-1,2-Dichloroethene <0.056 <0.056 <1.0 <0.50 <0.056 <0.056 <0.200 <0.200 <0.200 <0.200 <0.200 <0.056 <0.50 <0.056 0.230 J <0.200 191,000 178,000 276,000 2,890 70 210
trans-1,2-Dichloroethene <0.094 <0.094 <1.0 <1.0 <0.094 <0.094 <0.180 <0.180 <0.180 <0.180 <0.180 <0.094 <0.50 <0.094 <0.180 <0.180 <500 <1,000 <500 <50 <94 36.1 J 143 170 261 -.J 100 91
Ethylbenzene <0.061 <0.061 <1.0 <0.50 <0.061 <0.061 <0.170 <0.170 <0.170 <0.170 <0.170 <0.061 <0.50 <0.061 <0.170 <0.170 <500 <1,000 <500 <50 <61 <6.10 <17.0 <17.0 4.05 <17.0 <170 <170 600 15
Methyl Butyl Ketone <0.065 <0.065 <1.0 <1.0 <0.065 <0.065 <0.380 <0.380 <0.380 <0.380 <0.380 <0.065 <0.50 <0.065 <0.380 <0.380 <500 <1,000 <500 <50 <65 <6.50 <38.0 <38.0 6.51 <38.0 <380 <380 40 6,900
Methyl Ethyl Ketone <0.24 <0.24 <1.0 <1.0 <0.24 <0.24 <0.710 <0.710 <0.710 <0.710 <0.710 <0.24 <0.50 <0.24 <0.710 <0.710 <500 <1,000 <500 100 J <240 <24.0 <71.0 <71.0 <0.710 <71.0 <710 <710 4,000 1,900,000
Methylene Chloride <0.083 <0.083 <1.0 <1.0 <0.083 <0.083 <0.330 <0.330 <0.330 <0.330 <0.330 <0.083 <0.50 <0.083 <0.330 <0.330 <500 <1,000 <500 <50 <83 <8.30 <33.0 <33.0 2.83 <33.0 <330 <330 5 4,000
Tetrachloroethene 1.7 1.6 25 3.1 1.4 1.55 1.73 0.638 0.726 0.436 J 0.952 <0.098 <0.50 <0.098 <0.220 <0.220 140,000 97,000 33,000 100,000 75,000 170 263 627700 71,500 0.7 48
Toluene 6.3 7.1 <1.0 <0.50 <0.044 <0.044 <0.220 <0.220 <0.220 <0.220 <0.220 3.7 <0.50 <0.044 <0.220 <0.220 <500 <1,000 <500 <50 <44 <4.40 <22.0 <22.0 3.95 28.9 J <220 <2 600 16,000
Trichloroethene <0.078 <0.078 <2.0 <0.50 <0.078 <0.078 <0.180 <0.180 <0.180 <0.180 0.249 J <0.078 <0.50 <0.078 <0.180 <0.180 9001 7,600 3,300 9,900 2,800 6,950 13,300 1,410 489 897 25,700 28,100 3 4.4
Trichlorofluoromethane <0.062 <0.062 <2.0 <0.50 <0.062 <0.062 <0.180 <0.180 <0.180 <0.180 <0.180 <0.062 1.7 <0.062 <0.180 <0.180 <1,000 <2,000 <500 <50 <62 <6.20 <18.0 <18.0 <0.180 <18.0 <180 <18(, 2,000 NS
Xylenes <0.15 <0.15 <3.0 <1.5 <0.15 <0.044 <0.21 <0.21 <0.21 <0.21 <0.21 <0.15 <1.5 <0.15 <0.21 <0.21 <1,500 <3,000 <1,500 <150 <150 <4.4 <21 <21 9.81 <21 <210 <210 500 320
Vinyl Chloride <0.056 <0.056 <1.0 <0.50 <0.097 <0.097 <0.170 <0.170 <0.170 <0.170 <0.170 <0.056 <0.50 <0.097 <0.170 <0.170 <500 <1,000 <500 <97 137 1,100 671 1,820 Id <17.0 hbOW7 J� 0.03 2.5
VOC Max TIC NA NA ND ND ND ND ND ND ND ND ND NA ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NS NS
SVOCs(8270E1
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3 NS
Metals(6010C/6020B/7470A/SM35001
Arsenic NA NA NA NA <0.17 0.311 J <0.170 <0.170 0.269 J <0.297 <0.297 NA NA NA NA NA 0.37 J NA NA 1.0 0.79 J 1.17 0.714 J <0.170 0.620 J <29.7 7.26 J 6.76 J 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 NS
Barium NA NA NA NA 52 53.9 78.4 56.7 63.8 71.2 69.9 NA NA NA NA NA 44 NA NA <10 21 25.4 18.2 8.52 J 25.4 549 131 129 700 NS
Cadmium NA NA NA NA <0.16 <0.160 <0.160 <0.160 <0.160 <0.350 <0.350 NA NA NA NA NA <1.0 NA NA <1.0 <0.16 <0.160 <0.160 <0.160 <0.160 <35.0 <3.50 <3.50 2 NS
Chromium NA NA NA NA 1.0 J 1.05 J <0.790 <0.790 0.974 J 0.679 J 0.488 J NA NA NA NA NA 2.7 NA NA <3.0 0.90 J <0.790 <0.790 <0.790 <0.790 <34.6 16.1 14.3 10 NS
Hexavalent Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NS NS
Lead NA NA NA NA 0.85 J 0.613 J 0.960 J 0.435 J 0.516 J 3.30 0.490 J NA NA NA NA NA 5.3 NA NA 0.49 J 0.42 J 0.330 J 0.565 J <0.260 0.509 J 75.6 J 30.3 30.5 15 NS
Manganese NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 50 NS
Mercury NA NA NA NA <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 NA NA NA NA NA <0.20 NA NA <0.20 <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 <0.13 1 NS
Selenium NA NA NA NA 1.5 J <0.740 <0.740 <0.740 <0.740 <0.703 <0.703 NA NA NA NA NA 0.83 J NA NA <5.0 1.9 J <0.740 <0.740 <0.740 <0.740 <70.3 <7.03 <7.03 20 NS
Silver NA NA NA NA <0.11 <0.110 <0.110 <0.110 <0.110 <0.0570 <0.0570 NA NA NA NA NA <5.0 NA NA <1.0 <0.11 <0.110 <0.110 <0.110 <0.110 <5.70 <0.570 <0.570 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA P'^ NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(2L Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MWA 1 D on January 9,2019,at a concentration of 0.28 J µg/I and in MWA 1 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
'=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
Erd,italics and highlight indicates an exceedance of 2L Standard and the GWS�
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 5 of 7)
M1tlpa://TaMicksM1arepoinLwmisi�eslMaslerFiles-1ISM1aretl D...m,nts/N Ma rPm,,WMMim Mills-MOH/MOH-014 Knifmnice 2023/PHII ERD/July 2023 RpVRepor blW2023 Tabl,,.xlsx
10/S12023 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-10S MW-11S Non-Residential
Sample Date 1/9/2019 3/27/2019 6/25/2019 9/25/2019 10/26/2020 2/10/2021 5/14/2021 8/11/2021 11/16/2021 1/11/2023 7/13/2023 1/9/2019 3/27/2019 6/25/2019 9/25/2019 10/31/2019 10/26/2020 2/10/2021 5/14/2021 8/11/20213 11/16/2021 1/11/2023 7/13/2023 2L Standard I'I GWSL(2)
Units /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <1,000 <1,000 <500 <50 <31 28.8 J 55.5 326 J 61.8 <180 <1,800 <1,000 <1,000 <50 <50 <500 <31 30.7 J 26.6 J 6.33 <18.0 <180 147 6,000 NS
Carbon disulfide <500 <500 <500 <50 <7.5 <7.50 <1.50 <15.0 1.20 J <15.0 <150 <500 <500 <50 <50 <500 <7.5 <7.50 <1.50 0.506 J <1.50 <15.0 <1.50 700 1,000
Chloroform <100 <100 <50 7.6 <7.6 <7.60 2.46 J <22.0 0.280 J <22.0 <220 <100 <100 <5.0 <5.0 <50 <7.6 2.34 J <2.20 <0.220 <2.20 <22.0 <2.20 70 3.6
Chlorobenzene <100 <100 <50 <5.0 <6.2 <6.20 <1.90 <19.0 <0.190 <19.0 <190 <100 <100 <5.0 <5.0 <50 <6.2 <6.20 <1.90 <0.190 <1.90 <19.0 <1.90 50 340
Chloromethane <100 <100 <50 <5.0 <7.9 <7.90 <2.20 <22.0 <0.220 <22.0 <220 <100 <100 <5.0 <5.0 <50 <7.9 <7.90 <2.20 <0.220 <2.20 <22.0 <2.20 3 220
1,2-Dichlorobenzene <100 <100 <50 <5.0 <7.6 <0.760 <2.20 <22.0 <0.220 <22.0 <220 <100 <100 <5.0 <5.0 <50 <7.6 <0.760 <2.20 <0.220 <2.20 <22.0 <2.20 20 2,200
1,4-Dichlorobenzene <100 <100 <50 <5.0 <5.0 <0.500 <2.10 <21.0 <0.210 <21.0 <210 <100 <100 <5.0 <5.0 <50 <5.0 <0.500 <2.10 <0.210 <2.10 <21.0 <2.10 6 11
1,1,1,2-Tetrachloroethane <100 <100 <50 <5.0 <11 '1 10 <1.60 <16.0 <0.160 <16.0 <160 <100 <100 <5.0 <5.0 <50 <11 <1.10 <1.60 <0.160 <1.60 <16.0 <1.60 1 16
1,1-Dichloroethylene <100 <100 <50 <5.0 <8.3 2.83 J <1.50 <15.0 3.99 23.1 J <150 <100 <100 <5.0 <5.0 <50 <8.3 <0.830 5.99 5.11 <1.50 <15.0 <1.50 350 160
1,2,3-Trichlorobenzene <200 <200 <200 <20 <40 <4.00 <3.80 <38.0 <0.380 <38.0 <380 <200 <200 <20 <20 <200 <40 <4.00 <3.80 <0.380 <3.80 <38.0 <3.80 NS NS
1,2,4-Trichlorobenzene <100 <100 <100 <10 <13 <1.30 <3.10 <31.0 0.343 J <31.0 <310 <100 <100 <10 <10 <100 <13 <1.30 <3.10 <0.310 <3.10 <31.0 <3.10 70 30
cis-1,2-Dichloroethene 50 J 44 J <50 61 70 0 180 53 J 30 120 230 160 24.4 5,800 6,440 4,080 1,87011 102 70 210
trans-1,2-Dichloroethene <100 <100 <50 <5.0 <9.4 <0.940 <1.80 <18.0 3.38 <18.0 <180 <100 <100 <5.0 <5.0 <50 <9.4 <0.940 <1.80 7.88 <1.80 20.3 J 9.84 100 91
Ethylbenzene <100 <100 <50 5.6 <6.1 <0.610 <1.70 <17.0 <0.170 <17.0 <170 <100 <100 <5.0 <5.0 <50 <6.1 <0.610 <1.70 <0.170 <1.70 <17.0 <1.70 600 15
Methyl Butyl Ketone <100 <100 <50 <5.0 <6.5 611 252 <38.0 3.82 J <38.0 <380 <100 <100 <5.0 <5.0 <50 <6.5 441 6.66 J 0.789 J <3.80 <38.0 10.8 J 40 6,900
Methyl Ethyl Ketone <100 <100 <50 <5.0 <24 46.5 J <7.10 404 J 256 J <71.0 <710 <100 <100 <5.0 <5.0 <50 <24 18.6 J <7.10 2.62 J 30.7 J <71.0 32.4 J 4,000 1,900,000
Methylene Chloride <100 <100 <50 <5.0 <8.3 5.89 J 9.27 J <33.0 <0.330 <33.0 <330 <100 <100 <5.0 <5.0 <50 <8.3 _ 3.43 J <3.30 <0.330 <3.30 <33.0 <3.30 5 4,000
Tetrachloroethene 8,000 26,000 9,800 17,000 13,000 154 232 4,380 28,000 14,000 12,000 17,000 30,000 14,000 689 13.9 <2.20 <22.0 <2.20 0.7 48
Toluene <100 <100 <50 <5.0 <4.4 <0.440 <220 <22.0 <0.220 <22.0 <220 <100 <100 <5.0 <5.0 <50 <4.4 <0.440 <2.20 <0.220 <2.20 <22.0 <2.20 600 16,000
Trichloroethene 50.0 6 <50 74 70 8.74 <18.0 29.4 Z380 2,860 190 J 67 J 41 77 140 63 7.54 22. 0.586 <1.80 21.9 J <1.80 3 4.4
Trichlorofluoromethane <200 <200 <50 <5.0 <6.2 <0.620 <1.80 <18.0 <0.180 <18.0 <180 <200 <200 <5.0 <5.0 <50 <6.2 <0.620 <1.80 <0.180 <1.80 <18.0 <1.80 2,000 NS
Xylenes <300 <300 <150 <15 <15 <0.44 <2.1 <21 <0.21 <21 <210 <300 <300 <15 <15 <150 <15 <0.44 <2.1 <0.21 <2.1 <21 <2.1 500 320
Vinyl Chloride <100 <100 <50 <5.0 <9.7 19.7 5.17 <17.0 92 <17.0 345 J <100 <100 <5.0 <5.0 <50 <9.7 <0.970 4! <17.0 3 0.03 2.5
VOC Max TIC ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NS NS
SVOCs(8270E)
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3 NS
Metals(6010C/6020B/7470A/SM35001
Arsenic NA NA NA 0.45 J 0.46 J 3.82 6.25 5.85 6.89 2.77 J 3.10 NA NA NA NA NA <0.17 1.79 1.28 1.38 6.14 7.07 J 14.1 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 NS
Barium NA NA NA 20 18 195 174 137 106 23.9 37.8 NA NA NA NA NA 5.1 45.2 29.6 19.3 33.5 79.2 32.3 700 NS
Cadmium NA NA NA <1.0 <0.16 <0.160 <0.160 <0.800 <0.800 <1.75 <0.350 NA NA NA NA NA <0.16 <0.160 <0.160 <0.160 <0.160 <3.50 <0.350 2 NS
Chromium NA NA NA 2.9 J 2.4 0.909 J <0.790 <3.95 <3.95 <1.73 <0.346 NA NA NA NA NA <0.79 <0.790 <0.790 <0.790 <0.790 <3.46 0.772 J 10 NS
Hexavalent Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NS NS
Lead NA NA NA 4.9 5.3 1.55 <0.260 <1.30 <1.30 <1.32 <0.264 NA NA NA NA NA <0.26 0.350 J 1.90 1.02 0.895 J 6.26 J 1.49 15 NS
Manganese NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 50 NS
Mercury NA NA NA <0.20 <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 NA NA NA NA NA <0.034 <0.05 <0.07 <0.07 <0.07 <0.26 <0.13 1 NS
Selenium NA NA NA 2.6 J 5.4 1.53 J 0.953 J <3.70 <3.70 <3.52 <0.703 NA NA NA NA NA 0.94 J <0.740 <0.740 <0.740 <0.740 7.72 J 1.42 20 NS
Silver NA NA NA <1.0 <0.11 <0.110 <0.110 <0.550 <0.550 <0.285 <0.0570 NA NA NA NA NA <0.11 <0.110 <0.110 <0.110 <0.110 <0.570 <0.0570 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(2L Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/I and in MW-11 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
`=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
Bold,italics and highlight indicates an exceedance of 2L Standard and the GWSL.
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 6 of 7)
M1tlpa://TaMicksM1arepoinLwmisi�eslMaslerFiles-1ISM1aretl D...m,nts/N Ma rPM,cWMMim Mills-MOH/MOH-014 Knifmnice 2023/PHII ERD/July 2023 RpVRepor blW2023 Tabl,,.xlsx
10/S12023 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Sample ID MW-11D Non-Residential
Sample Date 1/9/20193 3/27/2019 6/25/2019 9/25/2019 10/26/2020 2/10/2021 5/14/2021 8/11/2021 11/16/2021 1/10/2023 7/14/2023 2L Standard I'I GWSL(2)
Units /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B1
Acetone <10 <100 <5.0 <5.0 <0.31 16.8 J 7.99 <1.80 <18.0 34.5 J <18.0 6,000 NS
Carbon disulfide 0.29 J <50 <5.0 <5.0 <0.075 <0.750 <0.150 <0.150 <1.50 <1.50 <1.50 700 1,000
Chloroform 0.35 J <10 <0.50 <0.50 0.24 J <0.760 <0.220 <0.220 <2.20 <2.20 <2.20 70 3.6
Chlorobenzene <1.0 <10 <0.50 <0.50 <0.062 <0.620 <0.190 <0.190 <1.90 <1.90 <1.90 50 340
Chloromethane <1.0 <10 <0.50 <0.50 <0.079 <0.790 <0.220 <0.220 <2.20 <2.20 <2.20 3 220
1,2-Dichlorobenzene <1.0 <10 <0.50 <0.50 <0.076 <0.760 <0.220 <0.220 <2.20 <2.20 <2.20 20 2,200
1,4-Dichlorobenzene <1.0 <10 <0.50 <0.50 <0.050 <0.500 <0.210 <0.210 <2.10 <2.10 <2.10 6 11
1,1,1,2-Tetrachloroethane <1.0 <10 <0.50 <0.50 <0.11 <1.10 <0.160 <0.160 <1.60 <1.60 <1.60 1 16
1,1-Dichloroethylene <1.0 <10 <0.50 <0.50 <0.083 <0.830 <0.150 <0.150 <1.50 <1.50 <1.50 350 160
1,2,3-Trichlorobenzene <2.0 <20 <2.0 <2.0 <0.40 <4.00 <0.380 <0.380 <3.80 <3.80 <3.80 NS NS
1,2,4-Trichlorobenzene <1.0 <10 <1.0 <1.0 <0.13 <1.30 <0.310 <0.310 <3.10 <3.10 <3.10 70 30
cis-1,2-Dichloroethene <1.0 <10 <0.50 0.56 <0.056 <0.560 2.11 37.0 <2.00 4.88 J 50.8 70 210
trans-1,2-Dichloroethene <1.0 <10 <0.50 <0.50 <0.094 <0.940 <0.180 <0.180 <1.80 <1.80 <1.80 100 91
Ethylbenzene 0.74 J <10 <0.50 <0.50 <0.061 <0.610 <0.170 <0.170 <1.70 <1.70 <1.70 600 15
Methyl Butyl Ketone <1.0 <10 <0.50 <0.50 <0.065 <0.650 <0.380 <0.380 <3.80 <3.80 <3.80 40 6,900
Methyl Ethyl Ketone <1.0 <10 <0.50 <0.50 <0.24 <2.40 <0.710 <0.710 <0.710 <7.10 <7.10 4,000 1,900,000
Methylene Chloride <1.0 <10 <0.50 <0.50 <0.083 <0.830 <0.330 <0.330 <3.30 <3.30 <3.30 5 4,000
Tetrachloroethene 1,100 523 605 3wri- 479 0.7 48
Toluene 3.6 <10 <0.50 <0.50 <0.044 <0.440 <0.220 <0.220 <220 <2.20 <2.20 600 16,000
Trichloroethene 1.1 J <20 <0.50 1.6 0.44 J <0.780 0.419 J 1.12 43.3 174 61.5 3 4.4
Trichlorofluoromethane <2.0 <20 <0.50 <0.50 <0.062 <0.620 <0.180 <0.180 <1.80 <1.80 <1.80 2,000 NS
Xylenes 4.2 <30 <1.5 <1.5 <0.15 <0.44 <0.21 <021 <2.1 <2A <2.1 500 320
Vinyl Chloride <1.0 <10 <0.50 <0.50 <0.097 <0.970 <0.170 <0.170 <1.70 <1.70 <1.70 0.03 2.5
VOC Max TIC ND ND ND ND ND ND ND ND ND ND ND NS NS
SVOCs(8270E)
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA 3 NS
Metals(6010C/6020B/7470A/SM3500)
Arsenic 0.48 J NA NA 0.48 J <0.17 0.263 J <0.170 <0.170 <0.170 <0.297 <0.297 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA NA 1 NS
Barium 30 NA NA 23 20 26.7 25.8 24.5 22.6 24.3 20.3 700 NS
Cadmium <1.0 NA NA <1.0 <0.16 <0.160 <0.160 <0.160 <0.160 <0.350 <0.350 2 NS
Chromium 17 NA NA <3.0 <0.79 <0.790 <0.790 <0.790 <0.790 <0.346 0.483 J 10 NS
Hexavalent Chromium NA NA NA NA NA NA NA NA NA NA NA NS NS
Lead 0.19 J NA NA 0.19 J <0.26 0.639 J 0.561 J 0.550 J <0.260 <0.264 <0.264 15 NS
Manganese NA NA NA NA NA NA NA NA NA NA NA 50 NS
Mercury <0.20 NA NA <0.20 <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 1 NS
Selenium 1.7 J NA NA 1.7 J <0.74 <0.740 <0.740 <0.740 <0.740 <0.703 <0.703 20 NS
Silver <5.0 NA NA <1.0 <0.11 <0.110 <0.110 <0.110 <0.110 <0.0570 <0.0570 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA NA 2 NS
Notes:
1)North Carolina Department of Environmental Quality(DEQ)15A NCAC 02L.0202 Groundwater Quality Standards(2L Standards)dated April 2022.
2)DEQ Vapor Intrusion Groundwater Screening Levels(GWSLs)dated July 2023.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/I and in MW-11 S on August 11,2021,at a concentration of 0.238 J pg/I.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/I and in its associated duplicate sample at a concentration of 0.294 J pg/I on August 11,2021,and
in MW-9S at a concentration of 0.274 pg/I on November 16,2021.
`=chromium/dissolved chromium.MW-5D was re-sampled and analyzed for chromium and dissolved chromium only.
Apart from metals,only those compounds detected in at least one sample shown above.
Bold indicates an exceedance of the 2L Standards.
Underline indicates an exceedance of the GWSL.
lFId,italics and highlight indicates an exceedance of 2L Standard and the GWSL.
Laboratory analytical methods are shown in parentheses.
VOCs=volatile organic compounds;SVOCs=semi-volatile organic compounds;NS=not specified;NA=not analyzed;ND=not detected
TIC=Tentatively Identified Compound;pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 dataset,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 7 of 7)
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10/S12023 Hart&Hickman,PC

Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Monitoring Well ID MW-1 MW-2S MW-2D MW-3S
Sampling Date Sep-19 Oct-20 Nov-21 Jul-23 Sep-19 Oct-20 Nov-21 Jul-23 Sep-19 Oct-20 Nov-21 Jul-23 Jan-19 Mar-19 Jun-19 Si Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23
Field Measurements
Dissolved Oxygen(mg/I) 5.77 6.51 2.60 5.20 4.18 4.58 4.01 3.91 2.01 5.11 3.78 4.79 9.27 7.08 7.42 6.53 4.22 6.80 5.20 3.59 6.10 0.50 0.09
Ferrous Iron (mg/1) <0.2 0.2 <0.2 0.5 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 6.0 3.0
Redox(mV) 335.0 153.6 46.8 24.7 342.0 53.1 -115.7 36.9 220.0 -2.3 -187.2 39.4 337.8 20.6 -49.9 -23.8 19.2 185.4 118.0 31.1 -88.1 -14.0 -103.1
Conductivity(pS/cm) 20.9 22.7 46.8 32.9 49.3 52.3 32.9 42.5 109.8 71.9 96.1 84.0 134.0 155.7 215.3 178.9 153.7 129.7 193.4 114.5 104.3 22,248 1,236
pH (standard units) 5.11 4.07 4.97 5.96 5.04 4.57 5.09 5.06 7.00 6.32 8.02 6.97 4.99 4.86 4.93 5.28 4.95 5.09 4.95 5.25 5.14 7.30 6.44
Temperature(°C) 21.9 21.1 21.2 23.1 19.3 18.4 18.3 18.9 22.7 17.7 18.4 20.6 17.8 19.2 19.2 26.2 19.1 16.4 19.2 21.3 19.3 15.6 22.5
Turbidity(NTU) 47.00 5.29 3.98 294.4 50.00 33.00 25.00 15.54 148.00 10.00 655.00 68.52 8.73 160.00 9.02 9.15 10.00 9.00 9.00 10.00 8.00 1,100 756
Laboratory Analytical Parameters
TOC(mg/1) NA <0.498 <0.500 1.22 NA <0.498 <0.500 1.21 NA <0.498 <0.500 0.944 J 6.96 6.73 11.9 11.1 1.70 1.45 10.9 1.73 0.546 J 1,010 169
Methane(pg/1) NA NA NA NA NA NA NA NA NA NA NA NA <0.435 NA NA <0.435 <2.8 <2.76 12.1 8.51 J <2.51 81.4 407
Ethane(pg/1) NA NA NA NA NA NA NA NA NA NA NA NA <0.110 NA NA <0.110 <3.1 <3.07 <2.67 <2.67 <2.67 <2.67 <2.67
Ethene(pg/1) NA NA NA NA I NA NA NA NA NA NA NA NA 1 <0.150 NA NA <0.150 <3.0 <3.03 <2.28 <2.28 <2.28 1 <2.28 813
Notes:
J=Estimated value between laboratory reporting limit and method detection limit.
TOC=Total Organic Carbon;NTU=Nephelometric Turbidity Unit;NA=not analyzed;mg/I=milligrams per liter;ug/I=micrograms per liter
Table 3(Page 1 of 5)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Monitoring Well ID MW-3D MW-4S MW-4D MW-5S MW-5D
Sampling Date Sep-19 Oct-20 Nov-21 Jul-23 Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Si Oct-20 Nov-21 Jan-23 Jul-23
Field Measurements
Dissolved Oxygen(mg/I) 2.89 3.04 4.53 2.46 5.36 5.00 5.34 5.11 5.50 5.00 2.49 5.23 3.57 2.95 5.86 3.77 4.90 5.96 5.70 6.20 5.11 4.20 5.24 5.51
Ferrous Iron (mg/1) <0.2 0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Redox(mV) -220.9 -218.6 -210.3 25.1 124.9 40.4 -72.1 280.0 199.1 78.0 -155.3 -138.8 58.6 125.2 147.8 45.4 27.5 380.1 256.2 119.1 11.3 -0.9 271.1 151.2
Conductivity(pS/cm) 39.2 30.8 29.7 36.8 51.1 48.9 43.3 37.0 40.3 256.8 280.3 147.1 124.4 70.1 0.024 18.4 23.1 21.0 21.6 0.027 34.7 33.0 31.8 35.3
pH (standard units) 6.13 6.04 5.99 5.88 5.61 4.45 4.95 4.99 4.83 9.86 9.75 7.40 6.79 6.14 5.16 4.30 4.99 4.73 3.98 6.29 5.20 5.89 6.40 5.56
Temperature(°C) 20.5 20.9 19.7 23.0 18.8 17.4 15.3 15.4 18.2 18.0 16.6 15.0 15.2 17.7 19.7 17.1 18.2 15.8 17.5 17.8 16.8 17.3 16.2 19.6
Turbidity(NTU) 7.00 1.22 1 4.00 6.35 165.00 10.00 1 8.00 20.30 7.60 7.99 5.00 1 2.00 4.90 7.43 9.81 15.00 1.83 8.00 8.60 1.65 75.00 1.54 4.81 9.16
Laboratory Analytical Parameters
TOC(mg/1) NA 1.32 <0.500 1.31 NA 0.534 J <0.500 <0.682 1.00 NA 0.695 J <0.500 <0.682 0.902 J NA 0.944 J <0.500 0.919 J 0.936 J NA <0.498 <0.500 <0.682 0.839 J
Methane(pg/1) NA NA NA NA NA NA NA 14.4 3.97 J NA NA NA <2.51 <2.51 NA NA NA <2.51 <2.51 NA NA NA <2.51 <2.51
Ethane(pg/1) NA NA NA NA I NA NA NA <2.67 <2.67 NA NA NA 1 <2.67 <2.67 NA NA NA <2.67 <2.67 1 NA NLLLL
<2.67 <2.67
Ethene(pg/1) NA NA NA NA NA NA NA <2.28 <2.28 NA NA NA <2.28 <2.28 NA NA NA <2.28 <2.28 NA N <2.28 <2.28
Notes:
J=Estimated value between laboratory reporting limit and method detection limit.
TOC=Total Organic Carbon;NTU=Nephelometric Turbidity Unit;NA=not analyzed;mg/I=milligrams per liter;ug/I=micrograms per liter
Table 3(Page 2 of 5)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Monitoring Well ID MW-6S MW-7S MW-8S
Sampling Date Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Sep-19 Oct-20 Nov-21 Jul-23
Field Measurements
Dissolved Oxygen(mg/I) 5.57 6.96 7.31 7.93 6.83 7.07 6.02 4.50 3.98 6.53 7.96 7.36 6.49 7.90 7.87 5.31 4.78 6.27 3.78 8.44
Ferrous Iron (mg/1) <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2
Redox(mV) 353.0 60.1 215.0 183.1 40.9 -62.5 290.6 105.5 321.0 202.6 203.7 177.0 4.6 69.0 405.6 79.7 378.1 54.1 -187.2 192.9
Conductivity(pS/cm) 23.5 24.6 25.8 29.3 21.3 24.7 53.0 29.7 30.6 30.1 35.7 43.0 32.4 38.7 32.7 36.2 42.2 44.2 96.1 34.8
pH (standard units) 4.99 4.34 4.79 4.09 4.90 4.85 4.83 5.09 4.96 4.20 4.49 4.34 4.96 4.88 4.72 4.82 4.91 4.22 8.02 4.66
Temperature(°C) 19.6 18.8 16.5 17.6 19.6 18.1 16.9 18.7 19.4 17.7 17.0 16.8 20.0 13.5 16.6 20.2 18.8 18.4 18.4 18.2
Turbidity(NTU) 68.00 10.00 9.00 5.00 9.00 8.00 7.54 9.85 42.00 8.35 9.50 10.00 8.00 2.990 59.78 10.00 43.20 55.00 15.00 1,000.00
Laboratory Analytical Parameters
TOC(mg/1) NA <0.498 0.494 J <0.500 <0.500 <0.500 1.11 1.03 NA 0.721 J <0.375 <0.500 <0.500 <0.500 <0.682 1.01 NA <0.498 <0.500 0.932 J
Methane(pg/1) NA <2.8 3.80 J <2.51 26.6 <2.51 <2.51 <2.51 NA <2.8 <2.76 <2.51 <2.51 <2.51 <2.51 <2.51 NA NA NA NA
Ethane(pg/1) NA <3.1 <3.07 <2.67 <2.67 <2.67 <2.67 <2.67 NA <3.1 <3.07 <2.67 <2.67 <2.67 <2.67 <2.67 NA NA NA NA
Ethene(pg/1) NA 1 <3.0 <3.03 <2.28 <2.28 <2.28 <2.28 <2.28 NA 1 <3.0 <3.03 1 <2.28 1 <2.28 <2.28 <2.28 <2.28 NA NA NA NA
Notes:
J=Estimated value between laboratory reporting limit and method detection limit.
TOC=Total Organic Carbon;NTU=Nephelometric Turbidity Unit;NA=Not Analyzed;mg/I=milligrams per liter;ug/I=micrograms per liter
Table 3(Page 3 of 5)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Monitoring Well ID MW-9S/GW-DUP MW-10S
Sampling Date Jan-19 Mar-19 Jun-19 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-19 Mar-19 Jun-19 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23
Field Measurements
Dissolved Oxygen(mg/I) 8.50 0.77 0.41 0.64 5.38 0.31 0.32 0.20 0.50 0.06 2.68 7.23 6.64 6.88 7.81 6.22 0.81 0.37 0.41 0.80 0.29 0.49
Ferrous Iron (mg/1) <0.2 <0.2 4.0 <0.2 4.0 <0.2 <0.2 2.5 1.5 6.5 <0.2 <0.2 <0.2 <0.2 <0.2 0.2 <0.2 <0.2 4.5 2.5 8.5 7.0
Redox(mV) 250.4 -172.8 -121.7 -84.6 42.8 -68.1 -50.0 -48.7 -50.1 -174.1 -88.7 419.5 116.1 92.2 120.9 179.5 -147.1 -65.7 -8.8 -47.0 -40.0 -79.5
Conductivity(pS/cm) 96.9 3,368.0 357.4 331.1 99.4 707.0 2,481.0 864.0 1,420.0 21,585.0 725.6 27.9 59.7 44.0 54.2 59.3 4,494.0 4,731.0 2,323.0 2,396.0 397.8 935.0
pH (standard units) 5.10 6.49 5.45 5.48 4.64 6.20 6.21 6.30 6.20 7.46 6.97 4.43 4.69 4.05 5.13 4.24 6.45 6.05 5.92 6.03 5.97 6.24
Temperature(°C) 17.8 16.2 20.4 25.2 18.8 17.3 19.1 25.0 18.3 14.2 22.3 17.5 17.2 20.6 24.2 20.0 18.3 20.0 22.7 18.4 18.1 21.7
Turbidity(NTU) 9.94 1,000.00 1,000.00 1,000.00 5.65 63.00 63.00 8.00 8.17 1,059.00 463.00 7.82 223.00 4.91 8.69 18.14 475.00 187.00 20.00 18.40 36.09 20.98
Laboratory Analytical Parameters
TOC(mg/1) 14.7 20,300 468 J 446 J 26.0 13.6 182 89.2 8.50 2,180 1,040 972 2.17 2.68 2.85 3.55 0.843 J 14.8 73.8 15.5 816.0 89.5 337
Methane(pg/1) <0.435 NA NA 12.4 3,300 3,540 4,270 2,670 2,540 2,690 2,820 3,220 NA NA NA <0.435 <2.8 889 1,780 4,270 2,100 2,850 5,950
Ethane(pg/1) <0.110 NA NA 0.894 J <3.1 <3.07 3.13 J 3.06 J 12.7 <2.67 <2.67 <2.67 NA NA NA <0.110 <3.1 <15.3 <2.67 <2.67 <2.67 <2.67 <2.67
Ethene(pg/1) <0.150 NA NA 1 1.25 1 3.4 J <30.3 484 1 919 337 1 1,320 1,650 1,660 NA NA NA <0.150 <3.0 1 <15.2 <2.28 52.5 1 37.3 1 97.7 183
Notes:
J=Estimated value between laboratory reporting limit and method detection limit.
TOC=Total Organic Carbon;NTU=Nephelometric Turbidity Unit;NA=Not Analyzed;mg/I=milligrams per liter;ug/I=micrograms per liter
Table 3(Page 4 of 5)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Monitoring Well ID MW-11S MW-11D
Sampling Date Jan-19 Mar-19 Jun-19 Sep-19 Oct-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-19 Mar-19 Jun-19 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23
Field Measurements
Dissolved Oxygen(mg/I) 7.23 6.32 6.09 6.43 5.88 6.18 0.20 0.51 0.30 0.44 2.87 0.42 8.50 4.27 5.40 4.61 5.63 0.77 1.89 2.27 3.94 3.31 5.95
Ferrous Iron (mg/1) <0.2 <0.2 <0.2 <0.2 NA 2.4 <0.2 <0.2 5.0 2.5 5.0 4.0 <0.2 <0.2 <0.2 <0.2 1.6 <0.2 <0.2 2.0 <0.2 <0.2
Redox(mV) 419.5 29.7 54.9 78.8 77.0 141.1 -118.3 -33.3 -1.4 -285.3 -162.1 -107.2 250.4 8.5 -57.9 59.9 119.8 63.6 142.0 26.5 -144.4 15.7 80.0
Conductivity(pS/cm) 27.9 117.9 79.6 78.0 72.7 51.6 1,585.0 824.0 630.0 1,436.0 2,409.0 1,595.0 96.9 133.8 98.1 39.3 35.4 70.6 40.9 27.4 34.6 35.8 40.2
pH (standard units) 4.43 5.27 4.62 5.35 5.32 4.49 5.94 5.98 6.17 6.41 6.78 6.51 5.10 8.45 6.86 5.43 4.78 5.79 5.10 5.41 5.63 5.28 5.36
Temperature(°C) 17.5 17.8 20.2 25.1 21.8 20.6 18.9 20.1 23.5 16.4 16.8 22.3 17.8 16.4 21.3 29.3 20.0 18.3 20.5 25.1 19.1 18.3 19.6
Turbidity(NTU) 9.98 405.00 2.35 9.81 71.40 5.91 535.00 279.00 130.00 9.00 481.00 432.00 7.73 9.98 6.95 9.73 1.97 10.00 45.00 7.00 8.00 36.04 9.76
Laboratory Analytical Parameters
TOC(mg/1) 2.83 2.01 2.95 3.46 4.90 0.887 J 13.8 14.2 150 294 902 287 2.02 0.497 J 1.37 J 11.9 0.582 J 1.51 1.97 2.68 <0.500 3.28 2.93
Methane(pg/1) NA NA NA <0.435 NA <2.8 1,090 3,000 8,460 7,530 8,690 <2.51 1.30 J NA NA <0.435 <2.8 3.71 J 11.7 7.48 J 2.69 J 22.0 176
Ethane(pg/1) NA NA NA <0.110 NA <3.1 <15.3 <2.67 <2.67 <2.67 <2.67 <2.67 0.364 J NA NA <0.110 <3.1 <3.07 <2.67 <2.67 <2.67 <2.67 <2.67
Ethene(pg/1) NA NA NA <0.150 NA <3.0 1 <15.2 1 2.34 J 4.31 J <2.28 1 288 12.28 0.442 J NA NA <0.150 <3.0 1 <3.03 <2.28 3.53 J <2.28 <2.28 <2.28
Notes:
J=Estimated value between laboratory reporting limit and method detection limit.
TOC=Total Organic Carbon;NTU=Nephelometric Turbidity Unit;NA=Not Analyzed;mg/I=milligrams per liter;ug/I=micrograms per liter
Table 3(Page 5 of 5)
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Table 4
Active Groundwater Remediation Performance Monitoring Plan
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No.MOH-014
Semi-Annual Event Annual Event
Sample ID January 2023 July 2023
Field(1) VOCs(T) TOC MEE(3) RCRA Metals(4) Field(1) VOCs(2) TOC MEE(3) RCRA Metals(4)
MW-1 X X X
MW-2S X X X
MW-2D X X X
MW-3S X X X X X X X X X X
MW-3D X X X
MW-4S"' X X X X X X X X X X
MW-4D"' X X X X X X X X X X
MW-5S"' X X X X X X X X X X
MW-5D"' X X X X X X X X X X
MW-6S X X X X X X X X X X
MW-7S X X X X X X X X X X
MW-8S X X X
MW-9S X X X X X X X X X X
MW-10S X X X X X X X X X X
MW-11S X X X X X X X X X X
MW-11D X X X X X X X X X X
Duplicate Sample X X
Trip Blank Sample X X
Notes:
1)Field Parameters include water level,dissolved oxygen,ORP,pH,temperature,specific conductivity,ferrous iron,and turbidity*.
2)COC VOCs by EPA SW-846 Method 8260B.
3)MEE to be analyzed by RSK 175.
4)RCRA Metals include arsenic,barium,cadmium,chromium,lead,mercury,selenium,and silver.
RCRA Metals to be analyzed by EPA Methods 6010C and 7470A.
5)MW-4S,MW-4D,MW-5S,and MW-5D to be sampled during the first semi-annual sampling event and then only during the annual sampling events thereafter.
*Turbidity measurements will be collected from wells that are sampled for RCRA metals
COC=Compounds of Concern;VOCs=Volatile Organic Compounds
Geochem=Geochemical Parameters;ORP=Oxidation-Reduction Potential
RCRA=Resource Conservation and Recovery Act;MEE=Dissolved Methane,Ethane,and Ethene;TOC=Total Organic Carbon
Table 4(Page 1 of 1)
10 5/2023 hick.sharepointcom/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knilronics 2023/PHII ERD/July 2023 Rpt/RepoNTables/2023 Tables.xlsn Hart&Hickman,PC

Table 5
Summary of SVE System Parameter Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Vacuum Air Flow System Exhaust
Ambient Air Off-gas
Date Blower Field A Field B Field C Field D Field A Field B Field C Field D Dilution Total Flow(5 Temp Field A Field B Field C Field D OVA
Valve Reading(2)
(in-WC) (in-WC) (in-WC) (in-WC) (in-WC) (scfm) (scfm) (scfm) (scfm) %open (scfm) °F (ppm) (ppm) (ppm) (ppm) (ppm)
52 46 44 44 44 150 50 40 40 0 200 >15,000 1,245 68 218 3,615
1/12/2022 63 57 54 55 57 170 53 35 53 0 255
60 57 54 54 55 160 20 20 25 0 190 5,020 781 146 327 2,317
N 60 60 56 57 58 165 30 25 20 0 175 4,880 725 115 308 4,659
U)
1/20/202213) 30 30 28 27 29 100 20 20 20 0 120 2,276 418 40 164 1,824
30 29 27 25 26 80 20 20 20 50(4) 170 895 290 26 120 915
2/1/2022 55 55 54 54 54 150 40 55 50 0 150 191 5,302 1,219 217 207 3,147
N 2/17/2022 56 55 53 54 55 150 20 50 60 0 175 210 5,250 1,185 175 164 2,975
C.
`;' 2/28/2022 55 0 197 1,759
3/10/2022 55 55 54 53 55 155 <20 55 60 0 225 209 6,798 1,385 347 242 5,038
3/29/2022 55 54 53 53 52 160 <20 60 70 0 200 217 660 274 109 1,028 1,707
N 4/27/2022 55 54 53 52 53 160 <20 60 75 0 230 217 1,579 600 226 99 927
O
`� 5/24/2022 55 54 53 51 52 160 <20 50 70 0 230 221 1,774 552 292 86 830
N
0 6/22/2022 55 54 53 51 52 165 <20 65 75 0 239 240 1,340 392 197 69 715
N 7/14/2022 55 54 53 52 53 160 <20 50 70 0 232 222 1,107 275 166 55 547
N
O
`;' 8/26/2022 55 54 53 52 53 155 <20 55 75 0 230 227 369 195 136 46 263
co
9/20/2022 55 55 55 54 54 120 <20 90 120 0 234 240 475 290 185 70 243
N 10/26/2022 55 55 53 53 52 140 <20 65 80 0 232 197.2 2,884 1,060 684 59 1,539
C.
`;' 11/28/2022 55 56 55 54 54 165 <20 55 60 0 218 234 812 122 111 46 383
,It
`) 12/15/2022 55 56 54 54 55 155 <20 50 65 0 217 222 345 113 131 65 240
r) 1/19/2023 55 55 54 54 54 165 <20 55 65 0 198 206 277 71 87 45 144
N
O
2/28/2023 55 56 54 54 54 155 60 50 50 0 187 220 244 66 85 33 129
3/22/2023 55 56 55 55 55 160 60 45 50 0 230 215 240 65 86 26 128
N 4/25/2023 55 56 55 55 56 165 60 50 50 0 235 212 233 69 84 24 122
O
`;' 5/24/2023 55 56 53 54 54 160 20 50 70 0 233 223 184 137 170 69 170
N
0 6/16/2023 55 56 54 54 54 165 20 50 60 0 238 243 211 96 110 71 148
co 7/13/2023 55 56 55 54 54 170 25 50 60 0 243 231 192 88 102 66 126
O
`� 8/10/2023 55 56 54 53 53 160 <20 50 65 0 234 225 89 52 66 28 70
M
9/19/2023 55 56 54 53 53 160 <20 50 65 0 235 232 86 50 68 28 65
Notes:
1)The soil vapor extraction(SVE)system was started on 1/12/22.
2)Organic vapor analyzer(OVA)reading performed with a photoionization detector(PID).
3)On 1/20/22,system parameters were measured at reduced blower vacuum levels as part of start-up testing.
4)Solenoid open full;hand valves closed
5)Flow rates recorded from influent flow meter at times of no dilution air. Total flow is measured separately from the fields and the measurement accuracy of air flow is limited such that the addition of individual field air flows does not equal
the total air flow measurement.
--=not measured;in-WC=inches of water column
scfm=standard cubic feet per minute;ppm=parts per million
Table 5(Page 1 of Page 1)
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10/4/2023 Hart&Hickman,PC

Table 6
Summary of SVE System Well Parameter Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Individual SVE Well Parameters
Blower Total Flow Off-gas OVA Field A Field B Field C Field D
Date Reading(2) SVE-1 SVE-2 SVE-3 SVE-4 SVE-5 SVE-6 SVE-7 SVE-8
(in-WC) (scfm) (ppm) Vacuum Flow OVA Vacuum Flow OVA Vacuum Flow OVA Vacuum Flow OVA Vacuum Flow OVA Vacuum Flow OVA Vacuum Flow OVA Vacuum Flow OVA
(in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm) (in-WC) (scfm) (ppm)
52 200 3,615 39 65 6,650 38 40 4,544 47 46 784 45 26 527 40 2.7 53 46 2.1 26 46 22 322 45 4.2 265
-- -- -- -- --
1/12/2022 63 255 -- -- -- -- --
C- 60 190 2,317 47 67 4,289 47 61 3,118 57 52 656 56 58 495 48 2.9 51 56 3.6 46 55 20 309 54 6.4 320
m 60 175 4,659
U) 1/20/2022 30 120 1,824
-- -- -- -- -- -- -- -- -- -- -- --
30 1 170 915
2/1/2022 55 150 31147
N
N 2/17/2022 56 175 2,975
-- -- -- -- -- -- -- -- -- -- -- -- -- -
3/10/2022 55 225 5,038
C�
3/29/2022 55 200 1,028
N 4/27/2022 55 230 927
0
N 5/24/2022 55 230 830 42 52 3,460 42 44 642 52 20 229 52 30 353 45 47 52 163 50 32 50 87
6/22/2022 55 1 239 715
-- -- -- -- -- -- -- -- --
N 7/14/2022 55 232 547
0
8/26/2022 55 230 263
o 9/20/2022 55 234 243
-- -- -- -- -- -- -- -- -- -- -- -- -- --
N 10/26/2022 55 232 1,539
N 11/28/2022 55 218 383 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
0 12/15/2022 55 217 240
-- -- -- -- -- -- -- -- -- -- -- -- --
N 1/19/2023 55 198 144
0
`;' 2/28/2023 55 187 129
-- -- -- -- -- -- -- -- -- -- --
C� 3/22/2023 55 230 128
-- -- -- -- -- -- -- -- -- -- -- -- -- --
N 4/25/2023 55 235 122
-- -- -- -- -- -- -- -- -- -- --
0
5/24/2023 55 233 171
6/16/2023 55 238 148
-- -- -- -- -- -- -- -- -- --
N 7/13/2023 55 243 126
0
8/10/2023 55 234 70
0 9/19/2023 55 235 65
Notes:
1)The soil vapor extraction(SVE)system was started on 1/12/22.
Start-up data from 1/12/2022 collected at several hours apart and after system adjustments.
2)Organic vapor analyzer(OVA)reading performed with a photoionization detector(PID).
--=not measured;in-WC=inches of water column
scfm=standard cubic feet per minute;ppm=parts per million
On 5/24/22,equipment issues didn't allow for flow measurements from SVE-5 through SVE-8.
Table 6(Page 1 of Page�1)
hops//ha hick.sharepointcom/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 2023 Rpt/Tables/Knitronics System Tables_092623.xlsx Hart&Hickman,Pa.

Table 7 (Page 1 of 1)
Summary of SVE Off-Gas Analytical Data
Former Knitronics Facility
Cherryville, South Carolina
H&H Job No. MOH-014
Sample ID SVE-012022 SVE-021722 SVE-031022 SVE-052422 SVE-082622 SVE-112822 SVE-022823 SVE-061623
Sample Date 1/20/2022 2/17/2022 3/10/2022 5/24/2022 8/26/2022 11/28/2022 2/28/2023 6/16/2023
VOCs by EPA Method TO-15(ug/m')
Tetrachloroethylene(PCE) 8,500,000 8,000,000 6,700,000 2,900,000 1,700,000 1,100,000 1,300,000 470,000
Methylene Chloride <160,000 <130,000 <190,000 <50000 <48,000 <29,000 <21,000 250,000
All other compounds ND ND ND ND ND ND ND ND
Total VOCs(Ng/m') 8,500,000 8,000,000 6,700,000 2,900,000 1,700,000 1,100,000 1,300,000 720,000
Notes:
ND= not detected above laboratory reporting limit.
pg/m3= micrograms per cubic meter
VOCs=volatile organic compounds
Table 7(Page 1 of Page 11)
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Table 8
Summary of SVE Mass Removal Rates for PCE
Former Knitronics Facility
Cherryville,NC
H&H Job No.MOH.014
m TO-15 Total VOC Mass TO-15 AssumedC,n tat n» lei
OVA Reading Iz,q centmtion isi Flow Rate for Period Period Duration Total Mass for Period Average Mass per Day Total Cumulative Mass
Data
pp- pg/m' pg/m' scfm days Ibs Ibs Ibs
01/12/22 3,615 - 8,500,000 177 1 135 135.2 135
01/20/22 4,659 8,500,000 8,500,000 175 8 1,070 133.7 1,205
02J01122 3,147 - 8,500,000 175 12 1,605 133.7 2,810
02/16/22 -- - 8,000,000 150 15 1,618 107.9 4,428
02/17/22 2,975 8,000,000 8,000,000 176 1 127 126.6 4,554
02/22/22 -- - 8,000,000 212 5 762 152.5 5,317
02/28/22 1,693 - 8,000,000 197 6 850 141.7 6,167
03/10/22 5,038 6,700,000 6,700,000 225 10 1,355 135.5 7,522
03/29/22 1,028 -- 6,700,000 200 19 2,289 120.5 9,811
04/27/22 917 - 6,700,000 230 29 4,017 138.5 13,828
05/24/22 830 2,900,000 2,900,000 230 27 1,619 60.0 15,447
O6/22/22 715 - 2,900,000 239 29 1,807 62.3 17,254
07/14/22 547 2,900,000 232 22 1,331 60.5 18,585
08/26/22 263 1,700,000 1,700,000 230 43 1,511 35.1 20,096
09/20/22 243 - 1,700,000 234 25 894 35.8 20,990
10/26/22 1,539 - 1,700,000 232 36 1,276 35.5 22,266
11/28/22 383 1,100,000 1,100,000 218 33 711 21.6 22,978
12/15/22 240 - 1,100,000 217 17 365 21.5 23,343
01/19/23 144 - 1,100,000 198 35 685 19.6 24,028
02/28/23 129 1,300,000 1,300,000 187 40 874 21.9 24,902
03/22/23 128 - 1,300,000 230 22 591 26.9 25,493
04/25/23 122 - 1,300,000 235 34 934 27.5 26,427
05/24/23 171 - 1,300,000 233 29 790 27.2 27,217
O6/16/23 148 720,000 720,000 238 23 j 354 15.4 27,571
07/13/23 126 - 720,000 243 27 425 15.7 27,996
08/10/23 70 - 720,000 234 28 424 15.1 28.420
09/19/23 65 -- 720,000 235 40 608 15.2 29,028
Notes;
1)The soil vapor extraction(SVE)system was started on 1/12/22.
2)Tetrachloroethene(PCE)only compound detected in the TO-15 samples due to elevated laboratory reporting limits for other compounds.In the 06/16/23 sample,methylene chloride was also detected.
3)Since start-up,several short duration system shut-downs occurred for operation&maintenance(O&M)that are not accounted for in the calculations.
The O&M shut downs have generally not lasted more than several hours.
4)Total volatile organic compound(VOC)mass is based on analytical samples collected from the off-gas discharge.
5)TO-15 assume concentration is estimated for days when analytical samples were not collected.
6)Calculations assume the off-gas concentrations and flow rates remained consistent from the previous measurements.
7)Organic vapor analyzer(OVA)reading performed with a photoionization detector(PID).
8)Select days include flow rate recorded by remote telemetric monitoring.
ppm=parts per million;pg/m3=micrograms per cubic meter;scfm=standard cubic feet per minute;Ibs=pounds;--=not measured
Table 8(Page 1 of Page 1)
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Table 9
Summary of SVE System Ambient Air Monitoring
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-014
Wind Blower North of Discharge South of Discharge East of Discharge West of Discharge Areas Adjacent to Site Building
Wind Discharge Off-gas E-50 NE-70 W-100
Direction Speed Vacuum VFD Dilution Flowrate(6) OVA N-50 N-100 N-150 N-200 S-50 S-100 S-150 (fenceline) (fenceline) W-50 (building) Stairs Tank 1 Fan 3 Fan Clubby SVE-5 SVE-6
Reading
(Direction from) (mph) (in-WC) % %open (scfm) (ppm) (ppb) (ppb) (ppb) (ppb) (ppb)
SW 4.5-6.3 System off-Baseline 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1/12/2022 SW 4.5-6.3 52 -- 0 0 0 0 0 0 0 0 0 0 0 0 -- -- -- -- -- -- --
S 2.0-3.0 63 82-85 0 -- -- 0 156 600 390 0 0 0 0 0 0 0 0 0 0 45 0 0 0
S-SE 0.1-0.5 60 82-85 0 175 4,659 30 15 6 20 0 5 7 13 6 0 0 -- -- -- -- -- -- --
1/20/2022 S-SE 0.1-0.5 30 82-85 0 120 1,824 21 10 5 17 0 4 4 12 5 0 0
S-SE 0.1-0.5 30 82-85 0 170 915 20 9 5 8 0 4 4 7 5 0 0
N/NW/NE 1.1-3.2 55 82-85 0 150 3,147 0 0 0 0 0 2 0 0 0 5 7
2/1/2022 N/NW/NE 1.0-4.0 55 82-85 0 -- -- 0 0 0 0 0 0 0 0 0 2 3
N/NW/NE 1.0-4.0 55 82-85 0 -- -- 0 0 0 0 0 0 0 0 0 2 2
2/17/2022 S-SW 5.5-10.5 56 82-85 0 176 2,975 0 0 0 0 0 0 0 0 0 0 0 -- -- -- -- -- -- --
2/28/2022 S-SE 0.4-1.5 55 82-85 0 197 1,759 256 0 0 0 0 0 0 0 0 17 0 13 79 0 0 0 0 84
S-SW 1.2-4.0 55 82-85 0 200 1,613 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NA 0(3) 55 82-85 0 200 -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
j4j
E/NE 0.4-2.8 9 30 50(5) 390(6) 175 0 0 0 0 0 0 0 0 0 0 0 0 3 10 30 5 0 0
3/4/2022
E/NE 0.4-2.8 32 60 1 50(5) 460(6) 296 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 0 20 1 30 5 0 1 0
3/10/2022 N/NE 2.0-3.0 55 82-85 0 150 5,038 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
3/29/2022 S/SW 1.5-4.9 55 82-85 0 -- 1,028 123 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5/24/2022 N-NE 1.0-3.0 55 82-85 0 230 830 0 0 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 0
6/22/2022 E/NE 1.0-4.5 55 82-85 0 239 715
7/14/2022 N/NE 0.0-0.5 55 82-85 0 232 547
8/26/2022 S-SW 0.5-1.5 55 82-85 0 230 263
9/20/2022 N-NE 3.0-6.0 55 82-85 0 234 243
10/26/2022 N-NE 1.0-2.0 55 82-85 0 232 1,539
11/28/2022 N-NW 1.5-3.5 55 82-85 1 0 218 383
12/15/2022 N-NE 1.3-3.5 55 82-85 0 217 240
1/19/2023 W/SW/S 5.0-9.0 55 82-85 0 198 144
2/28/2023 NA 3.0-5.5 55 82-85 0 187 129
3/22/2023 S-SW 1.0-3.9 55 82-85 0 230 128
4/25/2023 W/SW 3.0-7.5 55 82-85 0 235 122
5/24/2023 N/NE 2.0-7.0 55 82-85 0 233 170
6/16/2023 N/NW 2.0-7.0 55 82-85 0 238 148
7/13/2023 S/SW 1.0-3.5 55 82-85 0 243 126
8/10/2023 S/SW 2.0-4.8 55 82-85 0 234 70
9/19/2023 N/NE 1.0-3.5 55 82-85 0 235 65
Notes:
1)The soil vapor extraction(SVE)system was started on 1/12/22.
2)Organic vapor analyzer(OVA)reading performed with a parts per billion(ppb)photoionization detector(PID).
3)During the event with no measurable wind,vapor concentrations were detected at 10 feet from the discharge stack at up to 528 ppb.
4)On 3/4/2022,the SVE system automatically opened the dilution air and the blower powered down to 30%power due to sustained easterly winds.
5)Solenoid open full;hand valve closed.
6)Flow rates recorded from influent flow meter at times of no dilution air.On 3/4/22,effluent flow meter was observed to be malfunctioning.
Winds were generally variable during each site visit.
The OVA values presented indicate the highest PID reading recorded at the corresponding location.
OVA readings were generally not sustained for more than 20 seconds in any location.
The wind speed and direction were recorded from the installed wind vane anemometer.
Locations are recorded as distance in feet from the disharge stack.
=not measured;in-WC=inches of water column;VFD=variable frequency drive;ppm=parts per million
Table 9(Page 1 of Page 1)
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IP-L2 // l ®IP-C11
IP-N1 0 ` i WALLED AST ® 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
IP-02 0 ——IP-K1 / IP-120 P-E15 HAINES SURVEYORS,JANUARY 2018.
® CONTAINMENT
c 0 IP-M2
0 01P-N2 0 P`� i 01P-13 IP-H4 IP C0 2. ERD-ENHANCED REDUCTIVE DECHLORINATION
12
g /�`� 0IP-J1
Y IP-03® IP-M3 /j®IP-K2 0
? I
IP-C13
P-N3®
0 ��// IP-140 IP-H50 IP-E16
-M4 IP-J2 I
j IP-G4 Iw
IP-N4 / IP-F12
N IP-1_3® v �%
® OIP-M5 j j ®H8 \\ APPROXIMATE
0 30 60
® \✓�
W
a ®IP-M6 IP-L4 OIP-J3 SCALE IN FEET
c IP-N5 ® ®IP-H7 01P-G5 MW-6S1 ��// 16 IP-IS IP-G�P" \\ \\ PHASE I & II ERD INJECTION POINT MAP
i IP-L5 V
7 IP-N6 IP-M7 ® ®I7 IP-H8® \\\ \\ "` FORMER KNITRONICS FACILITY
o ® v� \ \ 1515 WEST ACADEMY STREET
� .\ \
®IP-N7 ®IP-L6 01P-K GRAVEL FILLED FORMER e CHERRYVILLE, NORTH CAROLINA
IP-K4 \ \
m 0 ` \ hart '"�• h i c k m a n Char 1123 South Tryon Street-Suite
100
o \ \ \ Chazlotte,North Carolina 28203
\ • 704-586-0007(p)704-586-0373(f)
\ \. SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
d \
a
\ DATE:8-22-23 REVISION NO.0
\ \ \ JOB NO. MOH-014 FIGURE NO.3

MOUNTED ON THE BACK OF A PICKUP TRUCK OR TRAILER
RETURN LINE
TO TANK
GAUGE GATE VALVE
(PRESSURE RELIEF VALVE)
GATE VALVE T
GATE VALVE
TANK OR TOTE WITH
DILUTED SRSO-SD
PUMP — — — HIGH PRESSURE
FLEXIBLE LINE
TOTALIZER
T„
GAUGE
P
TYPICAL INJECTION EQUIPMENT
GATE VALVE
tl
UNION
GEOPROBE ROD
4 (1'SECTION)
a
0
N
0
GATE VALVE
a
LL GROUND SURFACE
XXX �VXXXXXXXXX
GEOPROBE ROD(1"DIAMETER)
N
N
LL
�I
2
O
4'
RETRACTABLE SLEEVE(1 3/4')
0
TEMPORARY INJECTION WELL DIAGRAM
0
w
x
a
s INJECTION INTERVAL TEMPORARY WELL DIAGRAM AND
2 (RETRACT FTCINCREMENTS) IN TYPICAL INJECTION EQUIPMENT SCHEMATIC
a R FORMER KNITRONICS FACILITY
0 1515 WEST ACADEMY STREET
0 CHERRYVILLE, NORTH CAROLINA
m hart ''�• h i c k m a n Char South Tryon Street-Suite 100
Charlotte,North Carolina 28203
EXPENDABLE DRIVE POINT • 704-586-0007(p)704-586-0373(�
TOTAL DEPTH=43' SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
INJECTION INTERVAL=27-43'
a DATE:8-22-23 REVISION NO.0
NOTE:WELLS TO BE INSTALLED BY GEOLOGIC EXPLORATION, INC.,CERTIFICATION NO.A-4226 NOT TO SCALE
JOB NO. MOH-014 FIGURE NO.4

­'- LEGEND
SITE PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
SURFACE WATER FEATURE
1 1 SHALLOW MONITORING WELL
LOCATION
BEDROCK MONITORING WELL
LOCATION
(a DEEPER MONITORING WELL LOCATION
`
/ CC i
`WOODED� 1'\ `, 1, O�� WATER SUPPLY WELL LOCATION
MW-8S
(865.34) (881.36) GROUNDWATER ELEVATION(FT MSL)
ESTIMATED GROUNDWATER
►� /- 870 ELEVATION CONTOUR(FT MSL)
O -
1` INFERRED GROUNDWATER FLOW
DIRECTION
W4S�/M - \
1 ^�� - (874.39) MW-4D
CO
v CONCRETE WASTEWATER�. 1
TREATMENT BASIN(EMPTY) 1 NOTES:
-'-� PRE-REGULATORY
E - M\1 D 879 28 I LANDFILL AREA 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
TR E( , WOODED HAINES SURVEYORS,JANUARY 2018.
pEMY S �MW�S MW-3S�MW-'l9"iSi)7Mg7g 25)\ \-WOOD 2. MONITORING WELLS GAUGED ON 07/12/23.
pGP / #(882.92) (878.90) (879.45) 1
a MW-31D ` 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
co
1 I 1 \
/ MW-6S (879.46) 1
FUEL OIL AST
' FORMER KNITRONICS
LL ,- FACILITY
MW-5D6p 1 I CO
BMW-5S
1 (872.90) O 1 C
MW-1
co
� —2D-0(81.36)� ^N
ft
CID
\'WOODED
(TREE FARM) / APPROXIMATE
T _ 0 200 400
o I
SCALE IN FEET
WSW-1� POTENTIOMETRIC MAP- SHALLOW WELLS
10
'ROJECT
FORMER KNITRONICS FACILITY
1515 WEST ACADEMY STREET
I
CHERRYVILLE, NORTH CAROLINA\ �� ®WSW-2
y _ , • 2923 South Tryon Street-Suite 100
hart hickman Charlotte,North Carolina28203
704-586-0007(p)704-586-0373(f
/ \\ -p� ❑ Q __----_-�_I\\`\ ' _ SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
o
a I DATE:8-22-23 REVISION NO.0
JOB NO.MOH-014 FIGURE NO.5

LEGEND
SITE PROPERTY BOUNDARY
/ / — ' ------- ADJACENT PROPERTY BOUNDARY
SURFACE WATER FEATURE
1 I SHALLOW MONITORING WELL
LOCATION
BEDROCK MONITORING WELL
GJ� LOCATION
DEEPER MONITORING WELL LOCATION
` ,-
`WOODED WATER SUPPLY WELL LOCATION
MW 8S
/'' (877.40) GROUNDWATER ELEVATION(FT MSL)
5 ESTIMATED GROUNDWATER
h $7
� / ELEVATION CONTOUR(FT MSL)
1 " I� _ INFERRED GROUNDWATER FLOW
.0 / WM-4S DIRECTION
1' 00 8)` \
- \
J� 6C 90 CONCRETE WASTEWATER i NOTES:
TREATMENT BASIN(EMPTY) i �pRE-REGULATORY
MW-11D MW-10S ` \ LANDFILL AREA 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
FREE( � (879.79) \\ I 1 WOODED HAINES SURVEYORS,JANUARY 2018.
�MW-7S MW 11S
E PGA/ h MW-3S�MW 9S CODED �1 I1 \ 2. MONITORING WELLS GAUGED ON 07/12/23.
MW-3D ` 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
10)
,_-� MW-6S FUEL OIL AST 1
i FORMER KNITRONICS
FACILITY
MW-5D# 1
(873.03t
—MW-5S 1
MW-1
MW-2D- 0E— -
(882.35)� \
^w cv
W CO WOODED
/ TREE FARM
T _ ` ( )--,\ APPROXIMATE
� 0 200 400
o ` I
w ---� SCALE IN FEET
TITLE
WSW-1 I �' POTENTIOMETRIC MAP - DEEP WELLS
i� (JULY 2023)
i PROJECT FORMER KNITRONICS FACILITY
—
0 -- VVV 1515 WEST ACADEMY STREET
WSW-2 — —I CHERRYVILLE, NORTH CAROLINA
i -- -
2923SouthT atseet- 82 00
c \ � _-— hart h i c k m a n Charlotte,Northrth 20 Carolina 823
704-586-0007(p)704-586-0373(f
Q _�\ SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology-
a 4 ❑� DATE:8-22-23 REVISION NO.0
I \ JOB NO. MOH-014 FIGURE NO.6
6i

LEGEND
SITE PROPERTY BOUNDARY
\ 'O
ADJACENT PROPERTY BOUNDARY
o� SURFACE WATER FEATURE
SHALLOW MONITORING WELL
LOCATION
BEDROCK MONITORING WELL
LOCATION
DEEPER MONITORING WELL LOCATION
WOODED \`
- Y W gS WATER SUPPLY WELL LOCATION
(153) PCE CONCENTRATION(µg/L)
PCE ISOCONCENTRATION CONTOUR
-0.7- (µg/L)
/ /MW-4S
\ / (30.2)lbMW-46'�
J� CONCRETE WASTEWATER 1 \
/ TREATMENT BASIN(EMPTY) 1
PRE-REGULATORY
MW-11D M 380) I ,\ WOODED �. \ LANDFILL AREA
-11 pPpEMYi MW-7S W-3S�MW-9S (2 20) \ \'WOODED 1 NOTES:
P -/ / (0.952) (49,200) (71,500) 1 1 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
-31D 11 \ HAINES SURVEYORS,JANUARY 2018.
7'000 2. MONITORING WELLS SAMPLED JULY 2023.
co
MW-6 S 700 1 1, / 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
FORMER KNITRONICS (153) FUEL OIL AS` I µg/L=MICROGRAMS PER LITER
FACILITY
LL \/ MW-5D�p I
F
O 1 MW-5S
1 (1.93)0.7
I O_ I
LL
MW-2S
o MW-2D-4(<0.220)!
i =
� 1
WOODED
(TREE FARM)
i APPROXIMATE
0 200 400
w SCALE IN FEET
TITLESHALLOW GROUNDWATER PCE
CONCENTRATIONS MAP
(� JULY 2023
\, C PROJECT FORMER KNITRONICS FACILITY
1515 WEST ACADEMY STREET
CHERRYVILLE, NORTH CAROLINA
� 2923 South Tryon Street-Suite 100
hartis man Charlotte,North Carolina28203
o 704-586-0007(p)704-586-0373(f)
p -�-' �`� _ SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269 #C-245 Geology
00 l DATE:8-22-23 REVISION NO.0
'� JOB NO.MOH-014 FIGURE NO.7

LEGEND
SITE PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
SURFACE WATER FEATURE
SHALLOW MONITORING WELL
1 1 LOCATION
BEDROCK MONITORING WELL
� LOCATION
DEEPER MONITORING WELL LOCATION
1 1
`WOODED \ 1 /- / WATER SUPPLY WELL LOCATION
\ / MW 8S
(34.9) PCE CONCENTRATION(µg/L)
_0 7_ PCE ISOCONCENTRATION CONTOUR
1
(µg/L)
1VIW4D1
/ —?(<0.220) \
70 — ? I 1
J� CONCRETE WASTEWATER \
TREATMENT BASIN(EMPTY) `pRE-REGULATORY
`/-' MW-11D MW-10S \ LANDFILL AREA
GREET /-- (479)� * \\ I 1 WOODED \
Gp'Q S �MW-7S MW-3S�MW-9iSS''MW 11S\ WOODED
� \ 1
,P c 1
-3D \\ I 11 \ NOTES:
(34.9) 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
HAINES SURVEYORS,JANUARY 2018.
N /-- MW-6S FUEL OIL AST 1�
2. MONITORING WELLS SAMPLED IN JULY 2023.
-_/-- / FORMER KNITRONICS \FACILITY 700 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
LL -/ ` 1
µg/L=MICROGRAMS PER LITER
MIW-5D \
/'- i
MW-1
0 MW-2S �—� '► --- _
MW-2D�
a (0.981)
� - ? I
m
,
WOODED
(TREE FARM) / APPROXIMATE
0 200 400
SCALE IN FEET
M DEEPER GROUNDWATER
®wsw 1C:z:i3 PCE CONCENTRATIONS MAP
4 � / JULY 2023
ROEr FORMER KNITRONICS FACILITY
--- a I 1515 WEST ACADEMY STREET
*wsw 2 CHERRYVILLE, NORTH CAROLINA
C:3
/+ m 2923 South Tryon Street-Suite 100
` hart � hick man Charlotte,North Carolina28203
o / -
U 704586-0007(p)704586-0373(f)
/'' \ ❑ Q— —_---- _i\ SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
`\\ ' DATE:8-22-23 REVISION NO.0
RE NO.8 JOB NO.MOH-014 FIGU

LEGEND
MW-11D(JULY 2023) MW-11S(JULY 2023)
— — — — SITE PROPERTY BOUNDARY
PCE 479 PCE <2.20
TCE 61.5 TCE <1.80 ADJACENT PROPERTY BOUNDARY
CIS-1,2-DCE 50.8 CIS-1,2-DCE 102
SHALLOW MONITORING WELL LOCATION
MW-3S(JULY 2023) MW-9S(JULY 2023) Vc <1.70 Vc 38.9
PCE 49,200 PCE 71,500 / MW-10S(JULY 2023) Q BEDROCK MONITORING WELL LOCATION
TCE 12,500 TCE 28,100 / PCE 4,380 0 DEEPER MONITORING WELL LOCATION
CIS-1,2-DCE 43,500 CIS-1,2-DCE 22,100 / TCE 2,860
MW-7S(JULY 2023) VC 2,710 VC 567 CIS-1,2-DCE 13,600 —————— PHASE I INJECTION AREA
PCE 0.952 VC 345 J —————— PHASE II INJECTION AREA
TCE 0.249 J
CIS-1,2-DCE <0.200
VC <0.170 SAMPLE ID&DATE
/ \
CONCRETE WASTEWATE \\ � MW-7S(JULY 2023)
T ATMENT BASIN(EMPTY) \
/ PCE 0.952
I \ CONSTITUENT TCE 0.249 J
MW-11 D \I MW-10S \\ CIS-1,2-DCE <0.200
PIC
\ \ MW-11S I CONCENTRATION
MW-9S / (µg/L)
MW-3S � I ��
/ MW-7S i \ NOTES:
/ I 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
i
HAINES SURVEYORS,JANUARY 2018.
2. MONITORING WELLS SAMPLED JULY 2023.
/ C MW-3D
3. PCE=TETRACHLOROROETHYLENE
/ TCE=TRICHLOROETHYLENE
DCE=DICHLOROETHYLENE
/ FUEL OIL AST VC=VINYL CHLORIDE
AST=ABOVEGROUND STORAGE TANK
/ / \ Ng/L=MICROGRAMS PER LITER
4. J FLAG DENOTES ESTIMATED CONCENTRATION
1 / BETWEEN LABORATORY REPORTING LIMIT AND METHOD
/ DETECTION LIMIT.
LL I /
5. BOLD VALUES EXCEED 2L STANDARDS.
\\ MW-6S
a \ i
APPROXIMATE
FORMER KNITRONICS MW-6S(JULY 2023) 0 50 100
w FACILITY PCE 153 SCALE IN FEET
a TCE 1.61
INJECTION AREA WELLS
CIS-1,2-DCE 17.4
Vc <0.170 VOC CONCENTRATIONS MAP
(JULY 2023)
PROJECT FORMER KNITRONICS FACILITY
0 1515 WEST ACADEMY STREET
0 CHERRYVILLE, NORTH CAROLINA
2923 South Treon Street-Suite 100
o hart hickman )ttc North Carolina
2 233 704-5
(P) (9
SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
0
a DATE:8-22-23 REVISION NO.0
JOB NO. MOH-014 FIGURE NO.9

OCTOBER 2020 /, / LEGEND
/ CONCRETE WASTEWATER \ — SITE PROPERTY BOUNDARY
" TREATMENT BASIN(EMPTY) \ ADJACENT PROPERTY BOUNDARY
/
SHALLOW MONITORING WELL LOCATION
/,- STREET / MW-11 D MW-10S \ Q BEDROCK MONITORING WELL LOCATION
PICppEMY (14,000) OCTOBER 2020 PCE CONCENTRATION(µg/L)
MW-11S \
MW-9S (14,000) \ (153) JULY 2023 PCE CONCENTRATION(µg/L)
(75,000) A
' PCE CONCENTRATION:
' MW-3S \ >0.7-70 µg/L
MW-7S (43,000) \
(1.4) \ 70-700 µg/L
700-7,000 µg/L
MW-3D \ >7,000 µg/L
\
\ _____— PHASE�,INJECTION AREA
L OIL AST PHASE INJECTION AREA
NOTES:
1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
a MW-6S HAINES SURVEYORS,JANUARY 2018.
ry (4,900) 2. MONITORING WELLS SAMPLED OCTOBER 2020 AND JULY
2023.
— 3. pg/L=MICROGRAMS PER LITER
JULY 2023
' CONCRETE WASTEWATER \\ \
TREATMENT BASIN(EMPTY) \ \
I� \
LL y sTREE� ———— I— MW 11 D I MW-10S \
P�PpEM ` (4,380)
MW-11S
a
<2.20-9S� ) \
(71,500) /
/ �.�' i \ APPROXIMATE
o / 0 50 100
0
w / MW-3D \ SCALE IN FEET
M o n` SHALLOW GROUNDWATER PCE
/ CONCENTRATIONS COMPARISON MAP
lo / FUEL OIL AST (OCTOBER 2020/JULY 2023)
/ PROJECT FORMER KNITRONICS FACILITY
j 1515 WEST ACADEMY STREET
0 / CHERRYVILLE, NORTH CAROLINA
2923 South Tmon Street-Suite 100
hart '1• hickman
Charlotte,North Carolina 28203
o
704586-0007(p)704-586-0373(f
SMARTER ENVIRONMENTAL SOLUTIONS Liccnse#C-1269/#C-245 Geology
MW-6S
a DATE:8-22-23 REVISION NO.0
�� ��� JOB NO. MOH-014 FIGURE NO. 10

LEGEND
\ — SITE PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
\ CHAINLINK FENCE
REXISTING GUARDHOUSE \ — — — — POTENTIAL SUB-GRADE CONCRETE FOOTER
SVE-7� \\ ® FORMER FLOOR DRAIN
STORMWATER GRATE
' OPEN PIT FROM FORMER ` N-200 \ # SHALLOW MONITORING WELL LOCATION
WASTEWATER TREATMENT � ® \
\ CHAINLINK FENCE ALONG 0 BEDROCK MONITORING WELL LOCATION
BROKEN ASPHALT \ PROPERTY LINE APPROXIMATE SEWER LINE LOCATION
\\
FACILITY DISCHARGE FAN INTERIOR I-BEAM COLUMN
• INTERIOR CIRCULAR COLUMN
`
/ (3-FAN LOCATION) SVE-5 , ` \
® � N-150 ® SOIL VAPOR EXTRACTION WELL
VE-5� o ` ® 3"SCH 40 PVC LONG RADIUS 3"BURIED SVE PIPING
90-DEGREE ELBOW(TYP)
3"ABOVEGROUND SVE PIPING
ABOVEGROUND TO BURIED
TRANSITION FROM SVE-8 WOODED W-50
MW-3S \ ® APPROXIMATE AMBIENT AIR SCREENING
� 4i
GROUND PIPE 3-FAN ` ` oQEIO �j�� ��� \ LOCATION
TRANSITION FROM INTERIORERIOR ®
TO EXTERIOR PIPING ®UBBY G, `` N-100 \ FIELD WELLS
�� ® A SVE-1 &SVE-2
3"SCH 40 P C LONG RADIUS v� ' ��� \\ B SVE-3&SVE-4
90-DEGREE ELBOW(TYP) �O ��i `�� \ C SVE-5&SVE-6
�1-FAN E-8 i `f\` D SVE-7&SV
� ����°I°MINI �
UNDERGROUND " S�oP O QMW-3D ``` \ NE-70
PIPE ®\ NOTES:
• "" •V�" 51 MM 9 SVE-6 FACILITY DISCHARGE
/ ®SVE-6 FAN(1-FAN LOCATION)
INSTALL PIPE THROUGH ABOVEGROUND N-50 \ 1. DEPICTED LOCATIONS OF SVE PIPING ARE APPROXIMATE.
S�oPE' l° a
EXISTING CHASE WITHIN WALL STORAGE TANK ``� ® \ 2. ONLY INTERIOR COLUMNS WITHIN TREATMENT AREA ARE
�.-� 1� �
.� ���
o UTILITY POLE AND SHOWN.
SVE-2 SVE-1 ` ��� o OFF-GAS DISCHARGE
TANK
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INTERIOR LOAD-BEARING y L-50
WALL � \
o p " STAIRS
6
N 2 CONCRETE \
c MW-6S " CONTAINMENT PIT \
x • ®W-50 \
` SVE BUILDING \
` \
SVE-3 � G' " � ®W-100
®S-50 APPROXIMATE
lido \ 0 40 80
SVE-4 EXISTING BUILDING \ SCALE IN FEET
EXTERIOR WALL
SVE SYSTEM PIPING LAYOUT
BROKEN
AS-BUILT
ASPHALT
\ PROE`r FORMER KNITRONICS FACILITY
0 " S-100 1515 WEST ACADEMY STREET
HORIZONTAL SVE PIPING INSTALLED ® CHERRYVILLE, NORTH CAROLINA
WITHIN TRENCH TO COLUMN THEN
" • 2923 South Tryon Street-Suite INSTALL VERTICAL PIPING ALONG100
COLUMN TO CEILING.TYPICAL OF hart hickman Chazlotte,North Carolina 28203
` SVE-1 THROUGH SVE-4. 704-586-0007(p)704-586-0373(f
SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
0
DATE:4-13-23 REVISION NO.0
®s-1so JOB NO. MOH-014 FIGURE NO. 11
Q
5

WINDVANE/ANEMOMETER TRANSMITTER
(NOVALYNX 200-WS)
LEGEND:
3'SECTION OF HIGH 4"GALVANIZED STEEL TEE WITH F/ FLOW INDICATOR
TEMPERATURE RUBBER HOSE THREADED CAP O
P/ PRESSURE INDICATOR
AIR SILENCER POWER METER,BREAKERS T/ TEMPERATURE
2"SCH 40 PVC BALL AND DISCONNECT INDICATOR
2"SCH 40 —4' VALVE ON ® SAMPLE PORT
CORRUGATED FIELD FIELD FIELD FIELD CORRUGATED PVC
FLEXILE PVC 3"SCH 40 PVC A B C D rSVE SYSTEM TEMPERATURE SWITCH
(FLEXILE) � / CONTROL PANEL sH
\ I HIGH/HIGH
sH PRESSURE SWITCH
HIGH/HIGH
HEATER
sH LEVEL SWITCH
L3H SH F/ F/ FI FI HIGH/HIGH
ELEVATED MOISTURES �sH LEVEL SWITCH HIGH
SEPARATOR(55-GALLON)
P/ P/ P/ P/ BALL VALVE
VACUUM RELIEF VALVE
4 SOLENOID VALVE
55-GAL STEEL DRUM (NORMALLY CLOSED)
4"SCH 80 PVC 4"x4"x3"
HEADER REDUCING TEE O O BARREL LEVEL
(TYPICAL) GAUGE(55-GAL)
FI
TI sH F1 NOW ° 12"X 24"WALL VENT 10,
INTRINSICALLY
PI sH SAFE ROOM INTRINSICALLY a
E SAFE ROOM
n 4"SCH 40 PVC
° 66-GAL DRUM
4'
CONTAINMENT REMOVABLE
4"GALVANIZED PALLET RAMP
P/ sH STEELEXHAUST
I
36"DOOR
IE4
o EXPLOSION PROOF THERMOSTATS —FAN THERMOSTATS
N CONTROLLED FAN WITH WIRE
m SCREENS ON BOTH SIDES AND 20 HP BLOWER VAPOR TIGHT
12"X 24"WALL VENT BELOW AIR INTERIOR WALL CONCRETE PAD
0 SILENCER
2"SCH 80 PVC—
BUTTERFLY VALVE
0
2"BRASS GATE S DOUBLE 36" DOORS
VALVE TLE
THERMOSTAT CONTROLLEDJ SVE BUILDING PLAN VIEW LAYOUT
2"BRASS SOLENOID VALVE FAN WITH WIRE SCREENS ON
(NORMALLY CLOSED) BOTH SIDES AS-BUILT
FORMER KNITRONICS FACILITY
16' 1515 WEST ACADEMY STREET
CHERRYVILLE, NORTH CAROLINA
BUILDING SYSTEM LAYOUT — PLAN VIEW /+ 2923s°t,hTr°°°scree-Suite'°°
���� ���+���� Charlottc,North Carolina 28203
704-586-0007(p)704-586-0373(1)
NOT TO SCALE SMARTER ENVIRONMENTAL SOLUTIONS I.iccnsc#C-1269/#C-245 Geology
0
DATE:4-13-23 REVISION NO.0
Q JOB NO. MOH-014 FIGURE NO. 12
Q
Q

t WSW-7 •
�s�� WSW-41
WSW-40
wsw-6
t WSW
WSW-42 -39 Q • GROUNDWATER
(
WSW-38 j� .�'�' IMPACTS DETECTED ,
WSW-46 W
WSW-3
ANJIgL
WSW-366
WSW-34
WSW-43 f WSW-33 EM'�STREET A WESTGATE PARK
�n/SW-3�
WSW-45 WSW-32 70
m •
WSW-47
WSW-30
WSW-61� .
WSW-29
D TRIBUTARY OF _
N WgTERSCN ROA WSW 18 WSW-1 MUDDY FORK CREEK
WSW-20 WSW-19 WSW-2
WSW-3
WSW-21 WSW-4 ♦
7
WSW-25 WSW-23 WSW-17
WSW-5
WSW-26 WSW-22
WSW-16
WSW-24
WSW-15
WSW-9
-`- �-
WSW-27 WSW-14 ,
WSW-10 i
W
TITLI
� LEGEND
WATER SUPPLY WELL LOCATION MAP
° SITE PROPERTY BOUNDARY
PROJECT FORMER KNITRONICS FACILITY
® WATER SUPPLY WELL OBSERVED APPROXIMATE
7 0 450 900 1515 WEST ACADEMY STREET
CITY WATER NOT AVAILABLE; SCALE IN FEET CHERRYVILLE, NC
SUPPLY WELL LOCATION UNKNOWN
PROPERTY ON CITY WATER; 2923 South Tryon Street-Suite 100
" ® SUPPLY WELL NOT USED hart hickman Charlotte,North Carolina28203
• 704-586-0007(p)704-586-0373(f
W CITY WATER AVAILABLE ON STREET SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
DATE:8-22-23 REVISION NO.0
JOB NO.MOH-014 FIGURE NO. 13

Appendix A
Certifications
21
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July �
Rpt/Report/PHIIERD_RAPR2DRAFT.doc h a t}l h i c k m a n
SMARTER •j':iP,",% It.-:,, SOLUTIONS

I certify that, to the best of my knowledge, after thorough investigation, the information
contained in or accompanying this certification is true, accurate, and complete.
z w
�James:E. Baxter, VP Mohican Mills Inc.
Warehouse Operations Date
L ,-4 co('I County
State
a Notary Public of said County and State, do hereby
certify that personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
WITNESS my hand and official seal this 3 day of /Vo,C M
Notary Public(signature)
�Ey�a�i��ddB
My commission expires: off'O - zo zg
t�Vr,L" Y
q
https://harthick.shuepomt.com/sites(MasterFiles-I/Shared Docwcents/AAA-Master Projects(Mohican Mills-"[IlQ2UMOH-014aKn1h'-01023/PHQ M/July 202 �{•RpVReport(PHIIERD_RAPR2DRAFI.doe i� y:=+� ha7 l � hickman
1 44LLR•tXR f`+v>t+GNeAfl::nt YOLU77tlN`S

I certify that, to the best of my knowledge, after thorough investigation, the information
contained in or accompanying this certification is true, accurate, and complete.
/;L 1 1 u I�/A—
Mr. Matt Bramblett, PE and RSM Date
Principal
Hart&Hickman, PC
qO r,,L— County
l ►�l 11��State
I, jal ,�a Notary Public of said County and State, do hereby
certify that a+ �a I�QUP personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
WITNESS my hand and official seal this u ' - day ofA y e/M''"'���2
;►'
NotL �. s
Pubfc sigriatui�
•' pl1�l'G,:�.Xy commission expires:
hiips://harthick.sharepoint.com/siLes/MmterFiles-1/Shared Documents/AAA-Mosier Projects/Mohican Mil Is-MOH/MOH-014 Knitronics 2023/PHII HRD/July 202 hart
hic m y.�
Rpt/RepohMHIIERD_RAPR2 Final.doc ��p : Illkr lll�l!
SMIAKER ENVIROMMEHfAt SOUMORS

Appendix B
Low-Flow Groundwater Sampling Records
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 202
Rpt/Report/PHIIERD_RAPR2DRAFT.doc h a I l h i c k m a n

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-1
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherryville, NC
Sampling Personnel JLH SMT Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 20 - 35
Top of Casing Elevation (ft msl): 912.98 Total Well Depth (ft bgs ): 35 Depth to Water(ft TOC ); 28.81
Pump/Tubing set at (ft): 33 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 15:30
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
15:35 28.88 0.625 L 125 ml/min 27.30 39.3 5.06 55.40 626.5 6.23
15:40 28.89 1.25 L 125 ml/min 23.60 38.3 5.44 48.60 714.4 6.28
15:45 28.88 1.875 L 125 ml/min 24.90 38.0 6.09 20.80 440.8 5.58
15:50 28.88 2.50 L 125 ml/min 24.70 37.2 6.08 21.60 127.5 5.42
15:55 28.88 3.125 L 125 ml/min 24.50 38.1 6.15 21.60 OVER 5.28
16:00 28.89 3.75 L 125 ml/min 23.80 72.3 6.82 16.50 OVER 5.43
16:05 28.89 4.375 L 125 ml/min 23.70 46.3 6.44 18.90 OVER 5.53
16:10 28.89 5.0 L 125 ml/min 23.50 40.3 6.24 19.70 439.2 5.47
16:15 28.89 5.625 L 125 ml/min 23.80 40.8 6.27 18.90 439.2 5.53
16:20 28.89 6.25 L 125 ml/min 23.40 37.4 6.05 24.40 537.3 5.27
16:25 28.89 6.875 L 125 ml/min 23.20 34.6 6.01 24.70 483.6 5.18
16:30 28.89 7.5 L 125 ml/min 23.10 32.9 5.96 24.70 294.4 5.20
Other Field Parameters: Ferrous Iron: 0.5 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes O No If yes, which sample parameters were field filtered:
Sampled at: 16:30 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-2S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JLH SMT Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft TOC ): 20 - 35
Top of Casing Elevation (ft msl): 907.91 Total Well Depth (ft bgs ): 33 Depth to Water(ft TOC ); 26.55
Pump/Tubing set at (ft): 31 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 16:55
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
17:00 26.62 0.5 L 100 ml/min 20.5 45.0 4.45 54.6 72.13 6.52
17:05 26.70 1.0 L 100 ml/min 19.1 43.4 4.72 46.8 41.24 4.01
17:10 27.70 1.5 L 100 ml/min 18.8 42.5 4.99 36.9 24.20 4.29
17:15 26.70 2.0 L 100 ml/min 19.0 42.5 5.06 35.1 20.87 4.34
17:20 26.71 2.5 L 100 ml/min 18.9 42.5 5.06 36.9 15.54 3.91
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 17:20 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-2D
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JLH HOC Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 115 - 120
Top of Casing Elevation (ft msl): 907.74 Total Well Depth (ft bgs ): 120 Depth to Water(ft TOC ); 24.76
Pump/Tubing set at (ft): 117 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 12:40
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
12:45 24.63 0.5 L 100 ml/min 26.1 100.7 7.63 24.0 85.49 4.51
12:50 24.90 1.0 L 100 ml/min 25.0 94.6 7.39 27.5 82.27 4.16
12:55 25.02 1.5 L 100 ml/min 23.1 89.6 7.13 33.7 85.86 4.21
13:00 25.07 2.0 L 100 ml/min 24.0 88.8 7.17 32.1 132.5 4.51
13:05 25.19 2.5 L 100 ml/min 20.6 85.6 6.83 53.1 126.8 7.27
13:10 15.22 3.0 L 100 ml/min 20.5 83.3 6.93 47.5 90.66 6.63
13:15 25.24 3.5 L 100 ml/min 20.5 83.0 6.94 43.0 77.11 5.85
13:20 25.24 4.0 L 100 ml/min 20.7 83.6 6.97 41.2 73.23 4.98
13:25 25.24 4.5 L 100 ml/min 20.7 83.7 6.97 40.0 82.83 4.94
13:30 25.24 5.0 L 100 ml/min 20.6 84.0 6.97 39.4 68.52 4.79
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 13:30 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER Water Level:slight and stable Well ID: MW-3S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/14/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Cloudy, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 22 - 37
Top of Casing Elevation (ft msl): 909.01 Total Well Depth (ft bgs ): 37 Depth to Water(ft TOC ); 30.2
Pump/Tubing set at (ft): 26 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 15:50
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
15:45 30.20 0.5 L 100 ml/min 30.0 1,725.0 6.28 -117.5 OVER 1.99
15:55 30.25 1.5 L 100 ml/min 31.4 1,768.0 6.25 -122.4 OVER 0.21
16:05 30.37 2.5 L 100 ml/min 29.7 1,644.0 6.23 -117.0 OVER 0.15
16:15 30.41 3.5 L 100 ml/min 28.4 1,519.0 6.24 -113.7 892 0.10
16:25 30.48 4.5 L 100 ml/min 21.7 1,282.0 6.26 -107.9 825 0.11
16:30 30.50 5.0 L 100 ml/min 22.8 1,244.0 6.36 -103.5 763 0.10
16:35 30.50 5.5 L 100 ml/min 23.1 1,248.0 6.43 -103.5 756 0.09
16:50 30.50 6.0 L 100 ml/min 22.5 1,236.0 6.44 -103.1 756 0.09
Other Field Parameters: Ferrous Iron: 3.0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Cloudy
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 16:40 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-3D
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/13/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JLH HOC Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 97 - 102
Top of Casing Elevation (ft msl): 907.65 Total Well Depth (ft bgs ): 102 Depth to Water(ft TOC ); 30.25
Pump/Tubing set at (ft): 100 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 18:10
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
18:15 30.31 0.5 L 100 ml/min 28.3 33.1 5.95 34.10 72.91 2.00
18:20 30.31 1.0 L 100 ml/min 24.7 34.5 5.79 42.30 207.9 2.54
18:25 30.32 1.5 L 100 ml/min 23.4 35.6 5.84 28.50 14.8 2.50
18:30 30.33 2.0 L 100 ml/min 23.1 35.7 5.91 20.10 11.13 2.52
18:35 30.33 2.5 L 100 ml/min 23.0 36.8 5.88 25.10 6.35 2.46
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 18:35 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-4S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 13 - 28
Top of Casing Elevation (ft msl): 897.30 Total Well Depth (ft bgs ): 28 Depth to Water(ft TOC ); 22.90
Pump/Tubing set at (ft): 26 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 14:30
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
14:35 23.60 0.5 L 100 ml/min 22.6 37.2 4.76 151.4 770 6.87
14:40 23.01 1.0 L 100 ml/min 21.5 37.3 4.84 138.3 385 6.35
14:55 23.02 2.5 L 100 ml/min 19.4 40.3 4.78 139.8 195 6.80
15:00 23.02 3.0 L 100 ml/min 19.1 40.5 4.81 148.1 125 5.67
15:05 23.02 3.5 L 100 ml/min 18.9 40.6 4.82 151.8 105 5.57
15:10 23.04 4.0 L 100 ml/min 18.7 40.7 4.84 167.4 86.0 5.50
15:15 23.05 4.5 L 100 ml/min 18.5 40.5 4.83 176.4 73.5 5.46
15:20 23.05 5.0 L 100 ml/min 18.2 40.4 4.80 194.7 52.8 5.50
15:25 23.05 5.5 L 100 ml/min 18.2 40.4 4.85 195.8 40.7 5.49
15:30 23.05 5.0 L 100 ml/min 18.2 40.3 4.82 196.2 35.1 5.51
15:35 23.05 6.5 L 100 ml/min 18.3 40.4 4.84 198.1 22.1 5.50
15:40 23.05 7.0 L 100 ml/min 18.2 40.4 4.85 198.2 15.1 5.52
15:45 23.06 7.5 L 100 MI/min 18.2 40.3 4.83 199.1 7.6 5.50
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 15:45 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-4D
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 57 - 67
Top of Casing Elevation (ft msl): 897.21 Total Well Depth (ft bgs ): 67 Depth to Water(ft TOC ); 22.11
Pump/Tubing set at (ft): 62 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 16:50
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
16:50 22.11 0.0 L 150 ml/min 19.1 97.7 6.30 187.8 89.6 7.04
16:55 23.40 0.75 L 150 ml/min 18.0 100.9 6.17 171.1 159 5.94
17:00 25.20 1.5 L 150 ml/min 17.6 93.4 6.15 160.3 55.2 3.58
17:05 25.95 2.25 L 150 ml/min 17.5 90.1 6.16 151.9 23.9 3.18
17:10 27.02 3.0 L 150 ml/min 17.5 86.1 6.13 142.0 7.93 3.12
17:15 27.80 3.75 L 150 ml/min 17.6 80.2 6.14 141.1 8.41 3.06
17:20 28.20 4.25 L 100 ml/min 17.8 73.0 6.15 140.5 8.79 3.01
17:25 28.41 5.25 L 100 ml/min 17.8 72.1 6.15 135.6 7.68 3.00
17:30 28.57 6.25 L 100 ml/min 17.8 72.0 6.15 130.9 7.51 2.98
17:35 28.64 7.25 L 100 ml/min 17.7 70.1 6.14 125.2 7.43 2.95
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes O No O If yes, which sample parameters were field filtered:
Sampled at: 17:35 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-5S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/13/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Sunny, 80s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 13 - 28
Top of Casing Elevation (ft msl): 895.80 Total Well Depth (ft bgs ): 28 Depth to Water(ft TOC ); 22.9
Pump/Tubing set at (ft): 27.5 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 10:45
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
10:50 23.21 0.5 L 100 ml/min 19.1 28.1 4.28 220.1 52.7 5.05
11:00 23.50 1.5 L 100 ml/min 17.5 24.5 4.49 228.1 37.6 5.59
11:05 23.51 2.0 L 100 ml/min 17.4 24.4 4.60 230.2 26.2 5.66
11:10 23.52 2.5 L 100 ml/min 17.3 24.1 4.56 254.6 17.6 5.75
11:15 23.53 3.0 L 100 ml/min 17.4 23.8 3.91 260.9 12.6 5.74
11:20 23.53 3.5 L 100 ml/min 17.4 23.7 4.01 260.5 11.2 5.72
11:25 23.54 4.0 L 100 ml/min 17.5 21.6 3.98 256.2 8.6 5.70
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 11:25 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-5D
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/13/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Sunny, 80s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 79 - 84
Top of Casing Elevation (ft msl): 895.88 Total Well Depth (ft bgs ): 84 Depth to Water(ft TOC ); 22.85
Pump/Tubing set at (ft): 82.5 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 12:10
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
12:15 22.85 0.75 L 150 ml/min 22.1 34.4 5.89 80.7 457 7.29
12:20 22.87 1.50 L 150 ml/min 26.2 34.8 5.67 123.6 396 7.10
12:30 22.87 3.75 L 150 ml/min 26.2 34.6 5.68 149.5 386 6.27
12:40 22.87 5.25 L 150 ml/min 20.2 35.1 5.42 143.8 333 5.83
12:45 22.87 6.0 L 150 ml/min 19.8 35.2 5.46 150.5 227 5.48
12:50 22.87 6.75 L 150 ml/min 19.5 35.1 5.41 150.5 190 5.54
13:00 22.87 8.25 L 150 ml/min 19.7 35.2 5.52 150.3 128 5.46
13:05 22.87 9.0 L 150 ml/min 19.6 35.1 5.54 150.4 105 5.49
13:30 22.87 12.75 L 150 ml/min 19.5 35.3 5.56 151.1 44.6 5.51
13:40 22.87 14.25 L 150 ml/min 19.6 35.2 5.56 151.0 28.4 5.50
13:50 22.87 15.75 L 150 ml/min 19.6 35.3 5.57 151.2 13.3 5.49
14:00 22.87 17.25 L 150 ml/min 19.6 35.3 5.56 151.2 9.16 5.51
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 14:00 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-6S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JLH SMT Weather: Sunny, 80s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 31 - 46
Top of Casing Elevation (ft msl): 914.73 Total Well Depth (ft bgs ): 46 Depth to Water(ft TOC ); 35.27
Pump/Tubing set at (ft): 42 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 11:50
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
11:55 35.35 0.75 L 125 ml/min 19.5 30.2 4.57 98.3 128 5.13
12:00 35.35 1.5 L 125 ml/min 19.0 29.9 4.91 95.7 88.28 4.95
12:05 35.35 2.25 L 125 ml/min 18.9 29.7 5.10 92.8 52.79 4.76
12:10 35.35 3.0 L 125 ml/min 18.7 29.6 5.11 100.1 45.88 4.67
12:15 35.35 3.75 L 125 ml/min 18.7 29.6 5.11 103.5 29.42 4.65
12:20 35.35 4.5 L 125 ml/min 18.7 29.6 5.09 105.3 23.90 4.61
12:25 35.35 5.25 L 125 ml/min 18.7 29.6 5.10 105.9 22.69 4.59
12:30 35.35 6.0 L 125 ml/min 18.7 29.6 5.11 104.3 16.35 4.57
12:35 35.35 6.75 L 125 ml/min 18.7 29.6 5.10 102.2 15.20 4.51
12:40 35.35 7.5 L 125 ml/min 18.7 29.7 5.09 105.5 9.85 4.50
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 12:40 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-7S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/13/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JLH HOC Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 30 - 45
Top of Casing Elevation (ft msl): 913.12 Total Well Depth (ft bgs ): 45 Depth to Water(ft TOC ); 30.08
Pump/Tubing set at (ft): 40 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 14:30
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
14:35 30.24 0.5 L 100 ml/min 20.3 39.8 4.74 61.5 393.9 4.89
14:40 30.26 1.0 L 100 ml/min 20.2 38.4 4.72 78.2 76.76 5.05
14:45 30.25 1.5 L 100 ml/min 20.1 37.9 4.81 75.8 40.54 5.05
14:50 30.27 2.0 L 100 ml/min 20.2 37.2 4.82 77.6 26.27 5.42
14:55 30.26 2.5 L 100 ml/min 20.1 36.8 4.81 78.3 19.96 5.38
15:00 30.26 3.0 L 100 ml/min 19.9 36.4 4.81 79.2 16.44 5.34
15:05 30.26 3.5 L 100 ml/min 20.2 36.2 4.82 79.7 10.00 5.31
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 15:05 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-8S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherryville, NC
Sampling Personnel JAB Weather: Sunny, 80s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 28 - 43
Top of Casing Elevation (ft msl): 898.16 Total Well Depth (ft bgs ): 43 Depth to Water(ft TOC ); 32.92
Pump/Tubing set at (ft): 38 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 12:25. Pump fell from 38' btoc to bottom at 12:53. Immediately moved back to 38' btoc.
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
12:30 32.92 0.75 L 150 ml/min 21.7 32.9 4.66 220.6 OVER 9.74
12:35 32.97 1.5 L 150 ml/min 18.8 31.8 4.72 214.5 OVER 9.29
12:40 33.00 2.25 L 150 ml/min 18.1 31.0 4.88 203.4 OVER 9.10
12:45 33.03 3.0 L 150 ml/min 18.4 30.8 4.95 200.6 901 9.46
12:50 33.05 3.75 L 150 ml/min 17.9 30.9 4.97 200.3 632 9.40
12:55 33.06 4.5 L 150 ml/min 17.8 30.8 4.86 201.0 554 8.82
13:00 33.07 5.25 L 150 ml/min 18.1 35.6 4.70 209.1 OVER 8.43
13:05 33.08 6.0 L 150 ml/min 18.6 36.3 4.65 199.2 OVER 8.56
13:10 33.10 6.75 L 150 ml/min 18.9 36.7 4.69 195.4 OVER 8.51
13:15 33.10 7.5 L 150 ml/min 17.9 35.3 4.64 195.7 OVER 8.45
13:20 33.10 8.25 L 150 ml/min 18.2 34.8 4.66 192.9 OVER 8.44
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Cloudy
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 13:20 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-9S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/14/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 25 - 40
Top of Casing Elevation (ft msl): 907.19 Total Well Depth (ft bgs ): 40 Depth to Water(ft TOC ); 27.01
Pump/Tubing set at (ft): 35 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 13:10. Paused to troubleshoot pump at 13:20. Resumed pumping at 13:25. GW-DUP taken.
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
13:15 27.38 0.75 L 150 ml/min 30.1 637.0 7.46 -33.8 829 6.75
13:30 28.20 1.5 L 150 ml/min 22.1 729.3 6.97 -91.0 708 3.37
13:35 28.28 2.25 L 150 ml/min 22.1 729.5 6.97 -98.5 509 3.06
13:40 28.48 3.0 L 150 ml/min 23.0 727.7 7.00 -93.9 452 3.03
13:45 28.50 3.75 L 150 ml/min 22.7 727.5 7.00 -92.2 459 2.85
13:50 28.51 4.5 L 150 ml/min 22.5 727.5 7.01 -91.8 466 2.70
13:55 28.53 5.25 L 150 ml/min 22.4 726.1 6.98 -90.5 451 2.77
14:00 28.55 6.0 L 150 ml/min 22.3 725.6 6.97 -88.7 463 2.68
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Cloudy
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 14:00 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-10S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/12/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JLH HOC Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 27 - 42
Top of Casing Elevation (ft msl): 907.23 Total Well Depth (ft bgs ): 42 Depth to Water(ft TOC ); 28.25
Pump/Tubing set at (ft): 35 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 15:50
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
15:55 28.52 0.5 L 100 ml/min 23.6 2,768.0 6.20 -82.1 55.06 1.73
16:05 28.91 1.5 L 100 ml/min 22.7 2,736.0 6.20 -84.6 42.17 0.58
16:10 28.94 2.0 L 100 ml/min 22.6 2,516.0 6.24 -82.3 55.45 0.54
16:15 28.94 2.5 L 100 ml/min 22.5 2,202.0 6.24 -78.4 57.81 0.54
16:20 28.94 3.0 L 100 ml/min 22.5 1,921.0 6.24 -73.0 42.53 0.55
16:25 28.92 3.5 L 100 ml/min 22.0 1,593.0 6.26 -60.3 39.81 0.55
16:30 28.88 4.0 L 100 ml/min 22.3 1,487.0 6.28 -54.7 40.04 0.55
16:35 28.89 4.5 L 100 ml/min 22.4 1,416.0 6.29 -54.6 41.46 0.52
16:40 28.88 5.0 L 100 ml/min 22.0 1,303.0 6.26 -61.7 30.12 0.52
16:45 28.84 5.5 L 100 ml/min 21.9 1,177.0 6.25 -66.8 27.28 0.50
16:50 28.85 6.0 L 100 ml/min 21.8 1,034.0 6.25 -71.2 22.96 0.50
16:55 28.81 6.5 L 100 ml/min 21.7 1,072.0 6.25 -74.0 22.32 0.49
17:00 28.85 7.0 L 100 MI/min 21.7 935.0 6.24 -79.5 20.98 0.49
Other Field Parameters: Ferrous Iron: 7.0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes ® No If yes, which sample parameters were field filtered:
Sampled at: 17:00 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-11 S
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/13/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherrvville, NC
Sampling Personnel JAB Weather: Sunny, 90s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft TOC ): 24 - 39
Top of Casing Elevation (ft msl): 907.59 Total Well Depth (ft bgs ): 39 Depth to Water(ft TOC ); 28.01
Pump/Tubing set at (ft): 37 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 14:45. Pumping paused at 15:15 to troubleshoot poor recovery. Pumping resumed at 16:25.
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
14:45 28.01 0 L 100 ml/min 29.0 728.5 6.61 -127.6 196 0.56
14:55 28.40 1.0 L 100 ml/min 31.8 728.4 6.59 -131.7 181 0.37
15:05 28.72 1.5 L 100 ml/min 26.5 729.4 6.58 -177.3 226 0.45
15:15 27.72 2.0 L 50 ml/min 25.3 1,538.0 6.58 -198.8 581 0.26
16:30 29.15 2.5 L 100 ml/min 22.3 727.1 6.59 -123.1 943 0.29
16:35 29.24 3.0 L 100 ml/min 22.3 1,568.0 6.59 -120.2 683 0.27
16:40 29.40 3.5 L 100 ml/min 22.0 1,572.0 6.58 -115.2 469 0.38
16:45 29.40 4.0 L 100 ml/min 21.8 1,574.0 6.57 -112.8 374 0.43
16:55 29.40 5.0 L 100 ml/min 21.7 1,579.0 6.54 -108.5 442 0.49
17:05 29.40 6.0 L 100 ml/min 22.5 1,590.0 6.52 -108.8 438 0.40
17:10 29.40 6.5 L 100 ml/min 22.3 1,595.0 6.51 -107.2 432 0.42
Other Field Parameters: Ferrous Iron: 4.0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Cloudy
Field Filtration: Yes O No O If yes, which sample parameters were field filtered:
Sampled at: 17:10 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/2 612 0 2 3 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

14 Generalized Stabilization Criteria 0)
hart '%• hickman pH:+/-0.1 SU
Specific Conductivity:+/-5%
Job No: MOH.014
SMARTER ENVIRONMENTAL SOLUTIONS Turbidity:<10 NTUs or stabilized
LOW-FLOW GROUNDWATER water Level:slight and stable Well ID: MW-11 D
drawdown(<0.33 ft)
SAMPLING RECORD Dissolved Oxygen:+/-0.2 mg/L Date: 7/14/23
Site Name: Mohican Mills, Former Knitronics Site Location: Cherryville, NC
Sampling Personnel JAB Weather: Cloudy, 80s
Casing Material: PVC Well Diameter: 2-in Screen Interval (ft bgs ): 65 - 75
Top of Casing Elevation (ft msl): 907.78 Total Well Depth (ft bgs ): 75 Depth to Water(ft TOC ); 28.03
Pump/Tubing set at (ft): 65.5 Type of Pump: Bladder Tubing Material: Bonded polyethylene
NOTES: Begin pumping at 9:50. YSIPP batteries dead at 9:51 and pumping paused. Pumping resumed at 11:10
GROUNDWATER FIELD PARAMETERS
Water Volume Purging Temp. S. Cond. pH ORP Turbidity DO
Time Level Purged Rate CQ S/cm) (SU) (mV) (NTU m /L
11:15 28.47 0.75 L 150 ml/min 20.2 734.3 5.06 122.5 382 2.31
11:25 28.52 2.25 L 150 m1/min 19.8 733.7 5.23 104.4 145 2.76
11:35 28.61 3.75 L 150 ml/min 19.7 101.3 5.32 102.1 104 4.18
11:45 28.62 5.25 L 150 ml/min 19.3 90.1 5.35 31.9 91.2 4.92
12:00 28.62 7.5 L 150 ml/min 19.3 40.8 5.34 60.3 85.4 5.84
12:05 28.62 8.25 L 150 ml/min 19.3 40.9 5.36 62.3 78.6 5.92
12:10 28.62 9.0 L 150 ml/min 19.7 40.1 5.33 69.4 42.5 5.89
12:15 28.62 9.75 L 150 ml/min 19.4 40.2 5.37 72.8 20.6 5.98
12:20 28.62 10.5 L 150 ml/min 19.6 40.2 5.36 80.0 9.76 5.95
Other Field Parameters: Ferrous Iron: 0 mq/L
Parameters taken with: HACH 2100Q, YSIPP Sample Condition (Clear, Cloudy, Other): Clear
Field Filtration: Yes O No If yes, which sample parameters were field filtered:
Sampled at: 12:20 Sample Delivered to: Waypoint
Analytical Parameters and Containers (Types, Number of Containers, Preservatives): VOCs, TOC, MEE, RCRA Metals
.S:\BBB Master Templates\Forms-2023 Forms\Low Flow Groundwater Sampling Form.pdf (1)Stabilization criteria guidelines from the EPA Region 4 LSASD Operating Procedure for Groundwater Sampling(April 22,2023).
Last Updated:5/26/2023 Stabilization occurs when parameters are stable for three consecutive readings measured at approximately five minute intervals.The above
stabilization criteria may vary based on regulatory program and/or site conditions.Check with Project Manager for site-specific requirements.
Turbidity values 110 NTUs may be required for select analyses(e.g.,metals).If stabilization criteria is not attainable,contact Project Manager.

hart ''` hickman Stabilization Criteria
DO+/-0.3 mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.012
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
ORP+/-10 mV
LOW-FLOW GROUNDWATER pH+/-0.1 unit Well ID: MW-5D
SAMPLING RECORD I I I Well Location:
Facility Name: Former Knitronics/Mohican Date: 9/19/2023
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: 9.59
Total Well Depth (ft): 84 Depth to Water(ft): 25.16 Well Diameter: 2"
Sampling Personnel: M. Westendorf
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 81 ft.
Weather Conditions:_Partly couldy 75
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate tMG9 C-C-1 S/cm (MV) NTU
930 25.4 0.75 150 ml/min 5.6 16.1 37.5 5.15 358.2 127
950 25.4 1.5 150 ml/min 5.93 16.2 36.6 5.59 361.2 223
1020 25.4 2.25 150 ml/min 6.14 16.4 35.4 5.61 384.3 230
1050 25.45 5.25 150 ml/min 6.06 17 34.9 5.59 398.1 133
1120 25.45 8.25 150 ml/min 6.07 17.1 34.1 5.6 400.4 86
1150 25.45 11.25 150 ml/min 6.08 17 34 5.59 410.7 70
1220 25.45 14.25 150 ml/min 6.09 17 33.9 5.61 404.6 51
1250 25.45 17.25 150 ml/min 6.1 17 34.1 5.6 405.2 42
1400 25.45 20.5 15n ml/min 6.11 17 34.6 5.59 406.4 31
Other Sample Parameters: Fe2+ =
Sampled at:10/20/23 @ 1000 Parameters taken with: YSI Pro Plus, Hanna turbidity meter
Sample Delivered to: Waypoint by_Matt Westendorf at
Field Filtration: (X )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): Total Chromium and Dissolved Chromium
250 mL poly nitric acid
xcp
File:C:\Users\mwestendorf\Desktop\Matt\MOH Purge Forms
Date:10/9/2023

Appendix C
Groundwater Laboratory Analytical Results
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 202
Rpt/Report/PHIIERD_RAPR2DRAFT.doc h a I l h i c k m a n

Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
7/27/2023
Hart& Hickman (Charlotte)
Jennifer Hoang
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-198-0016
Client Project Description: MOH-014
Dear Jennifer Hoang:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 7/17/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA(including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 103

NC 28217
Waypoint 0 449 Springbrook Rd, Charlotte,
Main 704.529.6364
ANALYTICAL www.waypointanalytica l.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
North Carolina State Program 37735 07/31/2023
North Carolina State Program 402 12/31/2023
South Carolina State Program 99012 07/31/2023
South Carolina State Program 99012 12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis,TN
State Program Lab ID Expiration Date
Alabama State Program 40750 02/29/2024
Arkansas State Program 88-0650 02/07/2024
California State Program 2904 06/30/2024
Florida State Program - NELAP E871157 06/30/2024
Georgia State Program C044 11/14/2025
Georgia State Program 04015 06/30/2024
Illinois State Program - NELAP 200078 10/10/2023
Kentucky State Program 80215 06/30/2024
Kentucky State Program KY90047 12/31/2023
Louisiana State Program - NELAP LA037 12/31/2023
Louisiana State Program - NELAP 04015 06/30/2024
Mississippi State Program MS 11/14/2025
North Carolina State Program 47701 07/31/2023
North Carolina State Program 415 12/31/2023
Pennsylvania State Program - NELAP 68-03195 05/31/2024
South Carolina State Program 84002 06/30/2023
Tennessee State Program 02027 11/14/2025
Texas State Program - NELAP T104704180 09/30/2023
Virginia State Program 00106 06/30/2024
Virginia State Program - NELAP 460181 09/14/2023
Page 1 of 1 00016/23-198-0016
Page 2 of 103

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-198-0016
Client Project Description: MOH-014
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
89841 MW-1 Aqueous 07/12/2023 16:30 07/17/2023 11:30
89841 MW-1 Aqueous 07/12/2023 16:30 07/17/2023 11:30 5310C-2011 WP MTN
89842 MW-2S Aqueous 07/12/2023 17:20 07/17/2023 11:30
89842 MW-2S Aqueous 07/12/2023 17:20 07/17/2023 11:30 5310C-2011 WP MTN
89843 MW-21) Aqueous 07/13/2023 13:30 07/17/2023 11:30
89843 MW-21) Aqueous 07/13/2023 13:30 07/17/2023 11:30 5310C-2011 WP MTN
89844 MW-3S Aqueous 07/14/2023 16:40 07/17/2023 11:30
89844 MW-3S Aqueous 07/14/2023 16:40 07/17/2023 11:30 6020E WP MTN
89844 MW-3S Aqueous 07/14/2023 16:40 07/17/2023 11:30 7470A WP MTN
89844 MW-3S Aqueous 07/14/2023 16:40 07/17/2023 11:30 5310C-2011 WP MTN
89845 MW-31) Aqueous 07/13/2023 07/17/2023 11:30
89845 MW-31) Aqueous 07/13/2023 07/17/2023 11:30 5310C-2011 WP MTN
89846 MW-4S Aqueous 07/12/2023 15:45 07/17/2023 11:30
89846 MW-4S Aqueous 07/12/2023 15:45 07/17/2023 11:30 6020E WP MTN
89846 MW-4S Aqueous 07/12/2023 15:45 07/17/2023 11:30 5310C-2011 WP MTN
89846 MW-4S Aqueous 07/12/2023 15:45 07/17/2023 11:30 7470A WP MTN
89847 MW-4D Aqueous 07/12/2023 17:35 07/17/2023 11:30
89847 MW-4D Aqueous 07/12/2023 17:35 07/17/2023 11:30 7470A WP MTN
89847 MW-4D Aqueous 07/12/2023 17:35 07/17/2023 11:30 6020E WP MTN
89847 MW-41) Aqueous 07/12/2023 17:35 07/17/2023 11:30 5310C-2011 WP MTN
89848 MW-5S Aqueous 07/13/2023 11:25 07/17/2023 11:30
89848 MW-5S Aqueous 07/13/2023 11:25 07/17/2023 11:30 7470A WP MTN
89848 MW-5S Aqueous 07/13/2023 11:25 07/17/2023 11:30 6020E WP MTN
89848 MW-5S Aqueous 07/13/2023 11:25 07/17/2023 11:30 5310C-2011 WP MTN
89849 MW-5D Aqueous 07/13/2023 14:00 07/17/2023 11:30
89849 MW-5D Aqueous 07/13/2023 14:00 07/17/2023 11:30 7470A WP MTN
89849 MW-5D Aqueous 07/13/2023 14:00 07/17/2023 11:30 6020B WP MTN
WP MTN-Memphis,TN: Waypoint Analytical-TN, Memphis,TN
Page 3 of 103

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-198-0016
Client Project Description: MOH-014
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
89849 MW-51) Aqueous 07/13/2023 14:00 07/17/2023 11:30 5310C-2011 WP MTN
89850 MW-6S Aqueous 07/12/2023 12:40 07/17/2023 11:30
89850 MW-6S Aqueous 07/12/2023 12:40 07/17/2023 11:30 6020E WP MTN
89850 MW-6S Aqueous 07/12/2023 12:40 07/17/2023 11:30 5310C-2011 WP MTN
89850 MW-6S Aqueous 07/12/2023 12:40 07/17/2023 11:30 7470A WP MTN
89851 MW-7S Aqueous 07/13/2023 15:05 07/17/2023 11:30
89851 MW-7S Aqueous 07/13/2023 15:05 07/17/2023 11:30 7470A WP MTN
89851 MW-7S Aqueous 07/13/2023 15:05 07/17/2023 11:30 6020E WP MTN
89851 MW-7S Aqueous 07/13/2023 15:05 07/17/2023 11:30 5310C-2011 WP MTN
89852 MW-8S Aqueous 07/12/2023 13:20 07/17/2023 11:30
89852 MW-8S Aqueous 07/12/2023 13:20 07/17/2023 11:30 5310C-2011 WP MTN
89853 MW-9S Aqueous 07/14/2023 14:00 07/17/2023 11:30
89853 MW-9S Aqueous 07/14/2023 14:00 07/17/2023 11:30 7470A WP MTN
89853 MW-9S Aqueous 07/14/2023 14:00 07/17/2023 11:30 6020E WP MTN
89853 MW-9S Aqueous 07/14/2023 14:00 07/17/2023 11:30 5310C-2011 WP MTN
89854 MW-10S Aqueous 07/13/2023 17:00 07/17/2023 11:30
89854 MW-10S Aqueous 07/13/2023 17:00 07/17/2023 11:30 7470A WP MTN
89854 MW-10S Aqueous 07/13/2023 17:00 07/17/2023 11:30 6020E WP MTN
89854 MW-10S Aqueous 07/13/2023 17:00 07/17/2023 11:30 5310C-2011 WP MTN
89855 MW-11S Aqueous 07/13/2023 17:10 07/17/2023 11:30
89855 MW-11S Aqueous 07/13/2023 17:10 07/17/2023 11:30 7470A WP MTN
89855 MW-11S Aqueous 07/13/2023 17:10 07/17/2023 11:30 6020E WP MTN
89855 MW-11S Aqueous 07/13/2023 17:10 07/17/2023 11:30 5310C-2011 WP MTN
89856 MW-11D Aqueous 07/14/2023 12:10 07/17/2023 11:30
89856 MW-11D Aqueous 07/14/2023 12:10 07/17/2023 11:30 7470A WP MTN
89856 MW-11D Aqueous 07/14/2023 12:10 07/17/2023 11:30 6020E WP MTN
89856 MW-11D Aqueous 07/14/2023 12:10 07/17/2023 11:30 5310C-2011 WP MTN
WP MTN-Memphis,TN: Waypoint Analytical-TN, Memphis,TN
Page 4 of 103

(2)
YPO•*nt 449 Springbrook Rd, Charlotte, 28217
Wa Main 704.5.529.6364
64
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-198-0016
Client Project Description: MOH-014
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
89857 GW-DUP Aqueous 07/14/2023 07/17/2023 11:30
89857 GW-DUP Aqueous 07/14/2023 07/17/2023 11:30 7470A WP MTN
89857 GW-DUP Aqueous 07/14/2023 07/17/2023 11:30 6020E WP MTN
89857 GW-DUP Aqueous 07/14/2023 07/17/2023 11:30 5310C-2011 WP MTN
89858 Trip Blank Aqueous 07/12/2023 07/17/2023 11:30
WP MTN-Memphis,TN: Waypoint Analytical-TN, Memphis,TN
Page 5 of 103

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.S29.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-014
Report Number: 23-198-0016
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-1 V 89841
531OC-2011 TOC 1.22 mq/L 0.682 07/22/202318:11
MW-2S V 89842
531OC-2011 TOC 1.21 mq/L 0.682 07/22/202318:49
8260D Trichlorofluoromethane 0.811 pq/L 0.180 07/24/2023 22:25
MW-2D V 89843
531OC-2011 TOC 0.944 mq/L 0.682 07/22/202319:27 J
8260D Acetone 2.86 pq/L 1.80 07/24/2023 22:53 J
8260D Tetrachloroethene 0.981 Ng/L 0.220 07/24/2023 22:53
8260D Toluene 0.452 ug/L 0.220 07/24/2023 22:53 J
8260D Trichlorofluoromethane 0.767 Ng/L 0.180 07/24/2023 22:53
MW-3S V 89844
531 OC-2011 TOC 169 mq/L 6.82 07/22/2023 20:04
6020B Arsenic 1.75 Ng/L 0.297 07/24/202317:10
6020B Barium 29.1 pq/L 0.453 07/24/202317:10
6020B Chromium 4.79 Ng/L 0.346 07/24/202317:10
6020B Lead 3.19 pq/L 0.264 07/24/202317:10
6020B Selenium 4.62 pg/L 0.703 07/24/202317:10
8260D cis-1,2-Dichloroethene 43500 ug/L 200 07/25/2023 05:20
8260D Tetrachloroethene 49200 Ng/L 220 07/25/2023 05:20
8260D Trichloroethene 12500 pq/L 180 07/25/2023 05:20
8260D Vinyl Chloride 2710 Ng/L 170 07/25/2023 05:20
RSK-175 Ethene 813 ug/L 2.28 07/19/202314:21
RSK-175 Methane 407 Ng/L 2.51 07/19/202314:21
MW-31D V 89845
531 OC-2011 TOC 1.31 mg/L 0.682 07/22/2023 20:42
8260D cis-1,2-Dichloroethene 0.965 Ng/L 0.200 07/25/2023 07:42
8260D Tetrachloroethene 34.9 ug/L 0.220 07/25/2023 07:42
8260D Toluene 0.235 Ng/L 0.220 07/25/2023 07:42 J
8260D Trichloroethene 0.327 pq/L 0.180 07/25/2023 07:42 J
MW-4S V 89846
531 OC-2011 TOC 1.00 mq/L 0.682 07/22/2023 21:20
6020B Barium 17.8 pq/L 0.453 07/24/202317:14
6020B Chromium 1.19 Ng/L 0.346 07/24/202317:14
6020B Lead 0.923 pq/L 0.264 07/24/202317:14 J
Page 6 of 103

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.S29.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-014
Report Number: 23-198-0016
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-4S V 89846
8260D Ethylbenzene 0.614 pq/L 0.170 07/24/2023 23:48
8260D Tetrachloroethene 30.2 Ng/L 0.220 07/24/2023 23:48
RSK-175 Methane 3.97 pq/L 2.51 07/19/202312:38 J
MW-4D V 89847
531 OC-2011 TOC 0.902 mg/L 0.682 07/22/2023 21:58 J
6020B Arsenic 0.536 pq/L 0.297 07/24/202317:25 J
6020B Barium 16.7 Ng/L 0.453 07/24/202317:25
6020B Chromium 3.14 uq/L 0.346 07/24/202317:25
6020B Lead 1.07 Ng/L 0.264 07/24/202317:25
MW-5S V 89848
531 OC-2011 TOC 0.936 mg/1- 0.682 07/22/2023 22:36 J
6020B Barium 11.4 Ng/L 0.453 07/24/202317:29
6020B Chromium 0.536 uq/L 0.346 07/24/202317:29 J
6020B Lead 0.849 Ng/L 0.264 07/24/202317:29 J
8260D Tetrachloroethene 1.93 pq/L 0.220 07/25/202315:41
MW-5D V 89849
531 OC-2011 TOC 0.839 mg/L 0.682 07/23/2023 00:30 J
6020B Barium 20.0 pq/L 0.453 07/24/202317:34
6020B Chromium 42.9 Ng/L 0.346 07/24/202317:34
6020B Lead 0.677 pq/L 0.264 07/24/202317:34 J
8260D Chloroform 0.425 Ng/L 0.220 07/25/2023 00:44 J
8260D cis-1,2-Dichloroethene 1.64 uq/L 0.200 07/25/2023 00:44
8260D 1,1,1,2-Tetrachloroethane 0.436 Ng/L 0.160 07/25/2023 00:44 J
8260D Tetrachloroethene 762 uq/L 22.0 07/25/2023 23:58
8260D Trichloroethene 3.50 Ng/L 0.180 07/25/2023 00:44
MW-6S V 89850
531 OC-2011 TOC 1.03 mg/1- 0.682 07/23/2023 01:46
6020B Arsenic 0.444 Ng/L 0.297 07/24/202317:38 J
6020B Barium 23.8 uq/L 0.453 07/24/202317:38
6020B Chromium 2.74 Ng/L 0.346 07/24/202317:38
6020B Lead 2.27 uq/L 0.264 07/24/202317:38
8260D Chloroform 0.609 Ng/L 0.220 07/25/2023 01:11
8260D cis-1,2-Dichloroethene 17.4 pq/L 0.200 07/25/2023 01:11
8260D Tetrachloroethene 153 Ng/L 2.20 07/25/2023 22:35
Page 7 of 103

•
Waypoint,(D 449 Springbrook Rd, Charlotte, 28217
Main 704.5 28229.63
64
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-014
Report Number: 23-198-0016
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-6S V 89850
8260D Trichloroethene 1.61 laq/L 0.180 07/25/2023 01:11
MW-7S V 89851
531 OC-2011 TOC 1.01 mg/L 0.682 07/20/2023 22:23
6020B Barium 69.9 ug/L 0.453 07/24/202317:42
6020B Chromium 0.488 lag/L 0.346 07/24/202317:42 J
6020B Lead 0.490 ug/L 0.264 07/24/202317:42 J
8260D Tetrachloroethene 0.952 lag/L 0.220 07/25/2023 01:39
8260D Trichloroethene 0.249 ug/L 0.180 07/25/2023 01:39 J
MW-8S V 89852
531 OC-2011 TOC 0.932 mg/L 0.682 07/20/2023 23:39 J
MW-9S V 89853
531 OC-2011 TOC 1040 mg/L 68.2 07/23/2023 02:23
6020E Arsenic 7.26 Ng/L 2.97 07/24/202317:46 J
6020E Barium 131 lag/L 4.53 07/24/202317:46
6020E Chromium 16.1 Ng/L 3.46 07/24/202317:46
6020E Lead 30.3 lag/L 2.64 07/24/202317:46
8260D cis-1,2-Dichloroethene 21700 Ng/L 200 07/25/2023 05:47
8260D trans-1,2-Dichloroethene 378 ug/L 180 07/25/2023 05:47 J
8260D Tetrachloroethene 62700 lag/L 220 07/25/2023 05:47
8260D Trichloroethene 25700 ug/L 180 07/25/2023 05:47
8260D Vinyl Chloride 537 lag/L 170 07/25/2023 05:47
RSK-175 Ethene 1650 ug/L 2.28 07/19/202314:34
RSK-175 Methane 2820 lag/L 25.1 07/20/2023 07:12
MW-10S V 89854
531 OC-2011 TOC 337 mg/L 68.2 07/23/2023 03:01
6020E Arsenic 3.10 Ng/L 0.297 07/24/202317:50
6020E Barium 37.8 ug/L 0.453 07/24/202317:50
8260D cis-1,2-Dichloroethene 13600 Ng/L 200 07/25/2023 06:15
8260D Tetrachloroethene 4380 ug/L 220 07/25/2023 06:15
8260D Trichloroethene 2860 lag/L 180 07/25/2023 06:15
8260D Vinyl Chloride 345 lag/L 170 07/25/2023 06:15 J
RSK-175 Ethene 183 lag/L 2.28 07/19/202315:13
RSK-175 Methane 5950 lag/L 25.1 07/20/2023 06:59
Page 8 of 103

•
Waypoint,(D 449 Springbrook Rd, Charlotte, 28217
Main 704.5 28229.63
64
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-014
Report Number: 23-198-0016
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-11S V 89855
531 OC-2011 TOC 287 mg/L 68.2 07/23/2023 03:39
6020B Arsenic 14.1 Ng/L 0.297 07/24/202317:54
6020B Barium 32.3 Ng/L 0.453 07/24/202317:54
6020E Chromium 0.772 Ng/L 0.346 07/24/202317:54 J
6020E Lead 1.49 ug/L 0.264 07/24/202317:54
6020E Selenium 1.42 Ng/L 0.703 07/24/202317:54
8260D Acetone 147 ug/L 18.0 07/25/2023 03:57
8260D cis-1,2-Dichloroethene 102 Ng/L 2.00 07/25/2023 03:57
8260D trans-1,2-Dichloroethene 9.84 ug/L 1.80 07/25/2023 03:57
8260D 2-Hexanone 10.8 Ng/L 3.80 07/25/2023 03:57 J
8260D Methyl Ethyl Ketone(MEK) 32.4 ug/L 7.10 07/25/2023 03:57 J
8260D Vinyl Chloride 38.9 Ng/L 1.70 07/25/2023 03:57
MW-11D V 89856
531 OC-2011 TOC 2.93 mg/L 0.682 07/23/2023 04:17
6020E Barium 20.3 Ng/L 0.453 07/24/202318:25
6020E Chromium 0.483 ug/L 0.346 07/24/202318:25 J
8260D cis-1,2-Dichloroethene 50.8 Ng/L 2.00 07/25/2023 04:24
8260D Tetrachloroethene 479 ug/L 2.20 07/25/2023 04:24
8260D Trichloroethene 61.5 Ng/L 1.80 07/25/2023 04:24
RSK-175 Methane 176 ug/L 2.51 07/19/202313:55
GW-DUP V 89857
531 OC-2011 TOC 972 mg/L 68.2 07/23/2023 04:55
6020B Arsenic 6.76 Ng/L 2.97 07/24/202317:58 J
6020B Barium 129 Ng/L 4.53 07/24/202317:58
6020B Chromium 14.3 ug/L 3.46 07/24/202317:58
6020B Lead 30.5 Ng/L 2.64 07/24/202317:58
8260D cis-1,2-Dichloroethene 22100 ug/L 200 07/25/2023 06:42
8260D trans-1,2-Dichloroethene 385 Ng/L 180 07/25/2023 06:42 J
8260D Tetrachloroethene 71500 ug/L 220 07/25/2023 06:42
8260D Trichloroethene 28100 Ng/L 180 07/25/2023 06:42
8260D Vinyl Chloride 567 ug/L 170 07/25/2023 06:42
RSK-175 Ethene 1660 Ng/L 2.28 07/19/202315:00
RSK-175 Methane 3220 ug/L 25.1 07/20/2023 07:25
Page 9 of 103

•
Waypoint� 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Client: Hart& Hickman (Charlotte) CASE NARRATIVE
Project: MOH-014
Lab Report Number: 23-198-0016
Date: 7/27/2023
Metals Analyses Method 6020B
Sample 89853 (MW-9S)
QC Batch No: L694625/L694152
Based on sample screening, a dilution was performed due to high levels of target and/or non-target analytes.
Reporting limits have been adjusted accordingly.
Sample 89857 (GW-DUP)
QC Batch No: L694625/L694152
Based on sample screening, a dilution was performed due to high levels of target and/or non-target analytes.
Reporting limits have been adjusted accordingly.
Volatile Organic Compounds -GUMS Method 8260D
Analyte: Cyclohexane
QC Batch No: V35737/V35763
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Page 10 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89841 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/12/2023 16:30
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC 1.22 mg/L 0.682 1.00 1 07/22/2318:11 ASH 531OC-2011
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 11 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89841 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/12/2023 16:30
Analytical Method: 8260D Prep Batch(es): V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/25/23 15:14 MSA V35765
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 15:14 MSA V35765
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 15:14 MSA V35765
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 15:14 MSA V35765
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 15:14 MSA V35765
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 15:14 MSA V35765
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 15:14 MSA V35765
Chloroform <0.220 pg/L 0.220 0.500 1 07/25/23 15:14 MSA V35765
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 15:14 MSA V35765
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 15:14 MSA V35765
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 15:14 MSA V35765
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 15:14 MSA V35765
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/25/23 15:14 MSA V35765
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 15:14 MSA V35765
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 15:14 MSA V35765
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 15:14 MSA V35765
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 15:14 MSA V35765
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 15:14 MSA V35765
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/25/23 15:14 MSA V35765
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 15:14 MSA V35765
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 15:14 MSA V35765
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 12 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89841 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/12/2023 16:30
Analytical Method: 8260D Prep Batch(es): V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 15:14 MSA V35765
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 15:14 MSA V35765
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 15:14 MSA V35765
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 15:14 MSA V35765
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 15:14 MSA V35765
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 15:14 MSA V35765
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 15:14 MSA V35765
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 15:14 MSA V35765
Tetrachloroethene <0.220 N9/L 0.220 0.500 1 07/25/23 15:14 MSA V35765
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 15:14 MSA V35765
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 15:14 MSA V35765
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 15:14 MSA V35765
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 15:14 MSA V35765
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 15:14 MSA V35765
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 15:14 MSA V35765
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 15:14 MSA V35765
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 15:14 MSA V35765
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 15:14 MSA V35765
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 13 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89841 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/12/2023 16:30
Analytical Method: 8260D Prep Batch(es): V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/25/23 15:14 V35765
Surrogate: 4-Bromofluorobenzene 105 Limits: 80-124% 1 07/25/23 15:14 MSA V35765
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1 07/25/23 15:14 MSA V35765
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 63-136% 1 07/25/23 15:14 MSA V35765
Surrogate: Toluene-d8 101 Limits: 77-123% 1 07/25/23 15:14 MSA V35765
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 14 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89842 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/12/2023 17:20
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC 1.21 mg/L 0.682 1.00 1 07/22/2318:49 ASH 531OC-2011
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 15 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89842 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/12/2023 17:20
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/24/23 22:25 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/24/23 22:25 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/24/23 22:25 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/23 22:25 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/24/23 22:25 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/23 22:25 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/24/23 22:25 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/23 22:25 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/24/23 22:25 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/23 22:25 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/24/23 22:25 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/23 22:25 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/24/23 22:25 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/23 22:25 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/24/23 22:25 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/23 22:25 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/24/23 22:25 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/23 22:25 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/24/23 22:25 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 22:25 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/24/23 22:25 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 16 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89842 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/12/2023 17:20
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/24/23 22:25 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/23 22:25 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/24/23 22:25 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/23 22:25 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/24/23 22:25 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/23 22:25 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/24/23 22:25 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/23 22:25 MSA V35737
Tetrachloroethene <0.220 N9/L 0.220 0.500 1 07/24/23 22:25 MSA V35737
Toluene <0.220 pg/L 0.220 0.500 1 07/24/23 22:25 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/24/23 22:25 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/23 22:25 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/24/23 22:25 MSA V35737
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 22:25 MSA V35737
Trichlorofluoromethane 0.811 N9/L 0.180 0.500 1 07/24/23 22:25 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/23 22:25 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/24/23 22:25 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/23 22:25 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 17 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89842 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/12/2023 17:20
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/24/23 22:25 V35737
Surrogate: 4-13romofluorobenzene 102 Limits: 80-124% 1 07/24/23 22:25 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1 07/24/23 22:25 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 98.8 Limits: 63-136% 1 07/24/23 22:25 MSA V35737
Surrogate: Toluene-d8 97.4 Limits: 77-123% 1 07/24/23 22:25 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 18 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89843 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/13/2023 13:30
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC 0.9443 mg/L 0.682 1.00 1 07/22/23 19:27 ASH 531OC-2011
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 19 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89843 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/13/2023 13:30
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 2.863 N9/L 1.80 5.00 1 07/24/23 22:53 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/24/23 22:53 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/24/23 22:53 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/23 22:53 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/24/23 22:53 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/23 22:53 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/24/23 22:53 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/23 22:53 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/24/23 22:53 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/23 22:53 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/24/23 22:53 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/23 22:53 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/24/23 22:53 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/23 22:53 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/24/23 22:53 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/23 22:53 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/24/23 22:53 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/23 22:53 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/24/23 22:53 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 22:53 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/24/23 22:53 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 20 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89843 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/13/2023 13:30
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/24/23 22:53 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/23 22:53 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/24/23 22:53 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/23 22:53 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/24/23 22:53 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/23 22:53 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/24/23 22:53 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/23 22:53 MSA V35737
Tetrachloroethene 0.981 Ng/L 0.220 0.500 1 07/24/23 22:53 MSA V35737
Toluene 0.4523 pg/L 0.220 0.500 1 07/24/23 22:53 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/24/23 22:53 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/23 22:53 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/24/23 22:53 MSA V35737
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 22:53 MSA V35737
Trichlorofluoromethane 0.767 N9/L 0.180 0.500 1 07/24/23 22:53 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/23 22:53 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/24/23 22:53 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/23 22:53 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 21 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89843 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/13/2023 13:30
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/24/23 22:53 V35737
Surrogate: 4-13romofluorobenzene 104 Limits: 80-124% 1 07/24/23 22:53 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1 07/24/23 22:53 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 63-136% 1 07/24/23 22:53 MSA V35737
Surrogate: Toluene-d8 97.8 Limits: 77-123% 1 07/24/23 22:53 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 22 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89844 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/14/2023 16:40
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 14:21 TBL RSK-175
Ethene 813 pg/L 2.28 10.0 1 07/19/2314:21 TBL RSK-175
Methane 407 Ng/L 2.51 10.0 1 07/19/2314:21 TBL RSK-175
TOC 169 mg/L 6.82 10.0 1 07/22/23 20:04 ASH 531OC-2011
Arsenic 1.75 N9/L 0.297 1.00 1 07/24/2317:10 CPW 6020B
Barium 29.1 pg/L 0.453 1.00 1 07/24/2317:10 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/2317:10 CPW 6020B
Chromium 4.79 pg/L 0.346 1.00 1 07/24/2317:10 CPW 6020B
Lead 3.19 N9/L 0.264 1.00 1 07/24/23 17:10 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:10 FDS 7470A
Selenium 4.62 N9/L 0.703 1.00 1 07/24/2317:10 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/2317:10 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 23 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89844 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/14/2023 16:40
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1800 Ng/L 1800 5000 1000 07/25/23 05:20 MSA V35737
Benzene <180 pg/L 180 500 1000 07/25/23 05:20 MSA V35737
tert-Butyl benzene <920 N9/L 920 2000 1000 07/25/23 05:20 MSA V35737
Carbon Disulfide <150 pg/L 150 5000 1000 07/25/23 05:20 MSA V35737
Carbon Tetrachloride <180 N9/L 180 500 1000 07/25/23 05:20 MSA V35737
Chlorobenzene <190 pg/L 190 500 1000 07/25/23 05:20 MSA V35737
Chloroethane <430 N9/L 430 1000 1000 07/25/23 05:20 MSA V35737
Chloroform <220 pg/L 220 500 1000 07/25/23 05:20 MSA V35737
Chloromethane <220 N9/L 220 500 1000 07/25/23 05:20 MSA V35737
2-Chlorotoluene <200 pg/L 200 500 1000 07/25/23 05:20 MSA V35737
Cyclohexane <170 N9/L 170 1000 1000 07/25/23 05:20 MSA V35737
1,2-Dichlorobenzene <220 pg/L 220 500 1000 07/25/23 05:20 MSA V35737
1,3-Dichlorobenzene <190 Ng/L 190 500 1000 07/25/23 05:20 MSA V35737
1,4-Dichlorobenzene <210 pg/L 210 500 1000 07/25/23 05:20 MSA V35737
Dichlorodifluoromethane <1200 N9/L 1200 5000 1000 07/25/23 05:20 MSA V35737
1,1-Dichloroethane <240 pg/L 240 500 1000 07/25/23 05:20 MSA V35737
1,2-Dichloroethane <150 N9/L 150 500 1000 07/25/23 05:20 MSA V35737
1,1-Dichloroethene <150 pg/L 150 500 1000 07/25/23 05:20 MSA V35737
cis-1,2-Dichloroethene 43500 N9/L 200 500 1000 07/25/23 05:20 MSA V35737
trans-1,2-Dichloroethene <180 pg/L 180 500 1000 07/25/23 05:20 MSA V35737
1,4-Dioxane <16000 N9/L 16000 150000 1000 07/25/23 05:20 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 24 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89844 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/14/2023 16:40
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <170 Ng/L 170 500 1000 07/25/23 05:20 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <200 pg/L 200 5000 1000 07/25/23 05:20 MSA V35737
2-Hexanone <380 N9/L 380 5000 1000 07/25/23 05:20 MSA V35737
Methyl Ethyl Ketone(MEK) <710 pg/L 710 5000 1000 07/25/23 05:20 MSA V35737
4-Methyl-2-Pentanone <1000 N9/L 1000 5000 1000 07/25/23 05:20 MSA V35737
Methylene Chloride <330 pg/L 330 1000 1000 07/25/23 05:20 MSA V35737
Styrene <220 N9/L 220 500 1000 07/25/23 05:20 MSA V35737
1,1,1,2-Tetrachloroethane <160 pg/L 160 500 1000 07/25/23 05:20 MSA V35737
Tetrachloroethene 49200 N9/L 220 500 1000 07/25/23 05:20 MSA V35737
Toluene <220 pg/L 220 500 1000 07/25/23 05:20 MSA V35737
1,2,3-Trichlorobenzene <380 N9/L 380 2000 1000 07/25/23 05:20 MSA V35737
1,2,4-Trichlorobenzene <310 pg/L 310 1000 1000 07/25/23 05:20 MSA V35737
1,1,1-Trichloroethane <160 N9/L 160 500 1000 07/25/23 05:20 MSA V35737
Trichloroethene 12500 pg/L 180 500 1000 07/25/23 05:20 MSA V35737
Trichlorofluoromethane <180 N9/L 180 500 1000 07/25/23 05:20 MSA V35737
Vinyl Chloride 2710 pg/L 170 500 1000 07/25/23 05:20 MSA V35737
o-Xylene <210 N9/L 210 500 1000 07/25/23 05:20 MSA V35737
m,p-Xylene <420 pg/L 420 1000 1000 07/25/23 05:20 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 25 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89844 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/14/2023 16:40
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <210 Ng/L 210 500 1000 07/25/23 05:20 V35737
Surrogate: 4-13romofluorobenzene 103 Limits: 80-124% 1000 07/25/23 05:20 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1000 07/25/23 05:20 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 98.8 Limits: 63-136% 1000 07/25/23 05:20 MSA V35737
Surrogate: Toluene-d8 97.0 Limits: 77-123% 1000 07/25/23 05:20 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 26 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89845 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/13/2023 0:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC 1.31 mg/L 0.682 1.00 1 07/22/23 20:42 ASH 531OC-2011
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 27 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89845 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/13/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35743 07/24/23 14:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/25/23 07:42 MSA V35745
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 07:42 MSA V35745
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 07:42 MSA V35745
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 07:42 MSA V35745
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 07:42 MSA V35745
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 07:42 MSA V35745
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 07:42 MSA V35745
Chloroform <0.220 pg/L 0.220 0.500 1 07/25/23 07:42 MSA V35745
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 07:42 MSA V35745
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 07:42 MSA V35745
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 07:42 MSA V35745
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 07:42 MSA V35745
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/25/23 07:42 MSA V35745
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 07:42 MSA V35745
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 07:42 MSA V35745
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 07:42 MSA V35745
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 07:42 MSA V35745
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 07:42 MSA V35745
cis-1,2-Dich loroethene 0.965 N9/L 0.200 0.500 1 07/25/23 07:42 MSA V35745
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 07:42 MSA V35745
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 07:42 MSA V35745
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 28 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89845 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/13/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35743 07/24/23 14:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 07:42 MSA V35745
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 07:42 MSA V35745
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 07:42 MSA V35745
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 07:42 MSA V35745
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 07:42 MSA V35745
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 07:42 MSA V35745
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 07:42 MSA V35745
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 07:42 MSA V35745
Tetrachloroethene 34.9 N9/L 0.220 0.500 1 07/25/23 07:42 MSA V35745
Toluene 0.2353 pg/L 0.220 0.500 1 07/25/23 07:42 MSA V35745
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 07:42 MSA V35745
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 07:42 MSA V35745
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 07:42 MSA V35745
Trichloroethene 0.3273 pg/L 0.180 0.500 1 07/25/23 07:42 MSA V35745
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 07:42 MSA V35745
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 07:42 MSA V35745
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 07:42 MSA V35745
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 07:42 MSA V35745
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 29 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89845 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/13/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35743 07/24/23 14:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/25/23 07:42 V35745
Surrogate: 4-13romofluorobenzene 98.2 Limits: 80-124% 1 07/25/23 07:42 MSA V35745
Surrogate: Dibromofluoromethane 101 Limits: 75-129% 1 07/25/23 07:42 MSA V35745
Surrogate: 1,2-Dichloroethane-d4 110 Limits: 63-136% 1 07/25/23 07:42 MSA V35745
Surrogate: Toluene-d8 116 Limits: 77-123% 1 07/25/23 07:42 MSA V35745
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 30 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89846 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/12/2023 15:45
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 12:38 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 12:38 TBL RSK-175
Methane 3.973 Ng/L 2.51 10.0 1 07/19/23 12:38 TBL RSK-175
TOC 1.00 mg/L 0.682 1.00 1 07/22/23 21:20 ASH 531OC-2011
Arsenic <0.297 N9/L 0.297 1.00 1 07/24/2317:14 CPW 6020B
Barium 17.8 pg/L 0.453 1.00 1 07/24/2317:14 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/2317:14 CPW 6020B
Chromium 1.19 pg/L 0.346 1.00 1 07/24/2317:14 CPW 6020B
Lead 0.9233 N9/L 0.264 1.00 1 07/24/23 17:14 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:11 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/2317:14 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/2317:14 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 31 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89846 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/12/2023 15:45
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/24/23 23:48 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/24/23 23:48 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/24/23 23:48 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/23 23:48 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/24/23 23:48 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/23 23:48 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/24/23 23:48 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/23 23:48 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/24/23 23:48 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/23 23:48 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/24/23 23:48 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/23 23:48 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/24/23 23:48 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/23 23:48 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/24/23 23:48 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/23 23:48 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/24/23 23:48 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/23 23:48 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/24/23 23:48 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 23:48 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/24/23 23:48 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 32 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89846 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/12/2023 15:45
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene 0.614 N9/L 0.170 0.500 1 07/24/23 23:48 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/23 23:48 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/24/23 23:48 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/23 23:48 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/24/23 23:48 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/23 23:48 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/24/23 23:48 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/23 23:48 MSA V35737
Tetrachloroethene 30.2 N9/L 0.220 0.500 1 07/24/23 23:48 MSA V35737
Toluene <0.220 pg/L 0.220 0.500 1 07/24/23 23:48 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/24/23 23:48 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/23 23:48 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/24/23 23:48 MSA V35737
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 23:48 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/24/23 23:48 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/23 23:48 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/24/23 23:48 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/23 23:48 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 33 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89846 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/12/2023 15:45
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/24/23 23:48 V35737
Surrogate: 4-13romofluorobenzene 102 Limits: 80-124% 1 07/24/23 23:48 MSA V35737
Surrogate: Dibromofluoromethane 103 Limits: 75-129% 1 07/24/23 23:48 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.4 Limits: 63-136% 1 07/24/23 23:48 MSA V35737
Surrogate: Toluene-d8 97.0 Limits: 77-123% 1 07/24/23 23:48 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 34 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89847 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/12/2023 17:35
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 12:51 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 12:51 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/19/23 12:51 TBL RSK-175
TOC 0.902 J mg/L 0.682 1.00 1 07/22/23 21:58 ASH 531OC-2011
Arsenic 0.536 J N9/L 0.297 1.00 1 07/24/23 17:25 CPW 6020B
Barium 16.7 pg/L 0.453 1.00 1 07/24/23 17:25 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/23 17:25 CPW 6020B
Chromium 3.14 pg/L 0.346 1.00 1 07/24/23 17:25 CPW 6020B
Lead 1.07 N9/L 0.264 1.00 1 07/24/23 17:25 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:13 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/23 17:25 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/23 17:25 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 35 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89847 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/12/2023 17:35
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/25/23 00:16 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 00:16 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 00:16 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 00:16 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 00:16 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 00:16 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 00:16 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/25/23 00:16 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 00:16 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 00:16 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 00:16 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 00:16 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/25/23 00:16 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 00:16 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 00:16 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 00:16 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 00:16 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 00:16 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/25/23 00:16 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 00:16 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 00:16 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 36 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89847 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/12/2023 17:35
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 00:16 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 00:16 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 00:16 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 00:16 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 00:16 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 00:16 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 00:16 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 00:16 MSA V35737
Tetrachloroethene <0.220 N9/L 0.220 0.500 1 07/25/23 00:16 MSA V35737
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 00:16 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 00:16 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 00:16 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 00:16 MSA V35737
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 00:16 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 00:16 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 00:16 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 00:16 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 00:16 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 37 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89847 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/12/2023 17:35
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/25/23 00:16 V35737
Surrogate: 4-13romofluorobenzene 101 Limits: 80-124% 1 07/25/23 00:16 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1 07/25/23 00:16 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.2 Limits: 63-136% 1 07/25/23 00:16 MSA V35737
Surrogate: Toluene-d8 99.8 Limits: 77-123% 1 07/25/23 00:16 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 38 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89848 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/13/2023 11:25
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 13:04 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 13:04 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/19/23 13:04 TBL RSK-175
TOC 0.9363 mg/L 0.682 1.00 1 07/22/23 22:36 ASH 531OC-2011
Arsenic <0.297 N9/L 0.297 1.00 1 07/24/23 17:29 CPW 6020B
Barium 11.4 pg/L 0.453 1.00 1 07/24/23 17:29 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/23 17:29 CPW 6020B
Chromium 0.5363 pg/L 0.346 1.00 1 07/24/23 17:29 CPW 6020B
Lead 0.8493 N9/L 0.264 1.00 1 07/24/23 17:29 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:14 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/23 17:29 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/23 17:29 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 39 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89848 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/13/2023 11:25
Analytical Method: 8260D Prep Batch(es): V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/25/23 15:41 MSA V35765
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 15:41 MSA V35765
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 15:41 MSA V35765
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 15:41 MSA V35765
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 15:41 MSA V35765
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 15:41 MSA V35765
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 15:41 MSA V35765
Chloroform <0.220 pg/L 0.220 0.500 1 07/25/23 15:41 MSA V35765
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 15:41 MSA V35765
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 15:41 MSA V35765
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 15:41 MSA V35765
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 15:41 MSA V35765
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/25/23 15:41 MSA V35765
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 15:41 MSA V35765
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 15:41 MSA V35765
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 15:41 MSA V35765
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 15:41 MSA V35765
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 15:41 MSA V35765
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/25/23 15:41 MSA V35765
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 15:41 MSA V35765
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 15:41 MSA V35765
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 40 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89848 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/13/2023 11:25
Analytical Method: 8260D Prep Batch(es): V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 15:41 MSA V35765
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 15:41 MSA V35765
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 15:41 MSA V35765
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 15:41 MSA V35765
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 15:41 MSA V35765
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 15:41 MSA V35765
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 15:41 MSA V35765
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 15:41 MSA V35765
Tetrachloroethene 1.93 N9/L 0.220 0.500 1 07/25/23 15:41 MSA V35765
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 15:41 MSA V35765
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 15:41 MSA V35765
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 15:41 MSA V35765
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 15:41 MSA V35765
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 15:41 MSA V35765
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 15:41 MSA V35765
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 15:41 MSA V35765
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 15:41 MSA V35765
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 15:41 MSA V35765
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 41 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89848 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/13/2023 11:25
Analytical Method: 8260D Prep Batch(es): V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/25/23 15:41 V35765
Surrogate: 4-Bromofluorobenzene 103 Limits: 80-124% 1 07/25/23 15:41 MSA V35765
Surrogate: Dibromofluoromethane 103 Limits: 75-129% 1 07/25/23 15:41 MSA V35765
Surrogate: 1,2-Dichloroethane-d4 99.8 Limits: 63-136% 1 07/25/23 15:41 MSA V35765
Surrogate: Toluene-d8 102 Limits: 77-123% 1 07/25/23 15:41 MSA V35765
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 42 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89849 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/13/2023 14:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 13:17 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 13:17 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/19/23 13:17 TBL RSK-175
TOC 0.8393 mg/L 0.682 1.00 1 07/23/23 00:30 ASH 531OC-2011
Arsenic <0.297 N9/L 0.297 1.00 1 07/24/2317:34 CPW 6020B
Barium 20.0 pg/L 0.453 1.00 1 07/24/2317:34 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/2317:34 CPW 6020B
Chromium 42.9 pg/L 0.346 1.00 1 07/24/2317:34 CPW 6020B
Lead 0.6773 N9/L 0.264 1.00 1 07/24/23 17:34 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:16 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/2317:34 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/2317:34 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 43 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89849 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/13/2023 14:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00 V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 N9/L 1.80 5.00 1 07/25/23 00:44 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 00:44 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 00:44 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 00:44 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 00:44 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 00:44 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 00:44 MSA V35737
Chloroform 0.4253 pg/L 0.220 0.500 1 07/25/23 00:44 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 00:44 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 00:44 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 00:44 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 00:44 MSA V35737
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/25/23 00:44 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 00:44 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 00:44 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 00:44 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 00:44 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 00:44 MSA V35737
cis-1,2-Dichloroethene 1.64 N9/L 0.200 0.500 1 07/25/23 00:44 MSA V35737
trans-1,2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 00:44 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 00:44 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 44 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89849 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/13/2023 14:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00 V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 00:44 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 00:44 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 00:44 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 00:44 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 00:44 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 00:44 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 00:44 MSA V35737
1,1,1,2-Tetrachloroethane 0.4361 pg/L 0.160 0.500 1 07/25/23 00:44 MSA V35737
Tetrachloroethene 762 Ng/L 22.0 50.0 100 07/25/23 23:58 MSA V35765
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 00:44 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 00:44 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 00:44 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 00:44 MSA V35737
Trichloroethene 3.50 pg/L 0.180 0.500 1 07/25/23 00:44 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 00:44 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 00:44 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 00:44 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 00:44 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 45 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89849 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/13/2023 14:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00 V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 Ng/L 0.210 0.500 1 07/25/23 00:44 V35737
Surrogate: 4-13romofluorobenzene 103 Limits: 80-124% 1 07/25/23 00:44 MSA V35737
Surrogate: Dibromofluoromethane 101 Limits: 75-129% 1 07/25/23 00:44 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 97.8 Limits: 63-136% 1 07/25/23 00:44 MSA V35737
Surrogate: Toluene-d8 96.0 Limits: 77-123% 1 07/25/23 00:44 MSA V35737
Surrogate: 4-13romofluorobenzene 102 Limits: 80-124% 100 07/25/23 23:58 MSA V35765
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 100 07/25/23 23:58 MSA V35765
Surrogate: 1,2-Dichloroethane-d4 98.8 Limits: 63-136% 100 07/25/23 23:58 MSA V35765
Surrogate: Toluene-d8 99.0 Limits: 77-123% 100 07/25/23 23:58 MSA V35765
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 46 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89850 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/12/2023 12:40
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 13:29 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 13:29 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/19/23 13:29 TBL RSK-175
TOC 1.03 mg/L 0.682 1.00 1 07/23/23 01:46 ASH 531OC-2011
Arsenic 0.4443 N9/L 0.297 1.00 1 07/24/23 17:38 CPW 6020B
Barium 23.8 pg/L 0.453 1.00 1 07/24/23 17:38 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/23 17:38 CPW 6020B
Chromium 2.74 pg/L 0.346 1.00 1 07/24/23 17:38 CPW 6020B
Lead 2.27 N9/L 0.264 1.00 1 07/24/23 17:38 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:17 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/23 17:38 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/23 17:38 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 47 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89850 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/12/2023 12:40
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00 V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 N9/L 1.80 5.00 1 07/25/23 01:11 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 01:11 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 01:11 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 01:11 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 01:11 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 01:11 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 01:11 MSA V35737
Chloroform 0.609 pg/L 0.220 0.500 1 07/25/23 01:11 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 01:11 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 01:11 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 01:11 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 01:11 MSA V35737
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/25/23 01:11 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 01:11 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 01:11 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 01:11 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 01:11 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 01:11 MSA V35737
cis-1,2-Dichloroethene 17.4 N9/L 0.200 0.500 1 07/25/23 01:11 MSA V35737
trans-1,2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 01:11 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 01:11 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 48 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89850 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/12/2023 12:40
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00 V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 01:11 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 01:11 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 01:11 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 01:11 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 01:11 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 01:11 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 01:11 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 01:11 MSA V35737
Tetrachloroethene 153 N9/L 2.20 5.00 10 07/25/23 22:35 MSA V35765
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 01:11 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 01:11 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 01:11 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 01:11 MSA V35737
Trichloroethene 1.61 pg/L 0.180 0.500 1 07/25/23 01:11 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 01:11 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 01:11 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 01:11 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 01:11 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 49 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89850 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/12/2023 12:40
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00 V35763 07/25/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/25/23 01:11 V35737
Surrogate: 4-Bromofluorobenzene 104 Limits: 80-124% 1 07/25/23 01:11 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1 07/25/23 01:11 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.0 Limits: 63-136% 1 07/25/23 01:11 MSA V35737
Surrogate: Toluene-d8 96.8 Limits: 77-123% 1 07/25/23 01:11 MSA V35737
Surrogate: 4-Bromofluorobenzene 103 Limits: 80-124% 10 07/25/23 22:35 MSA V35765
Surrogate: Dibromofluoromethane 103 Limits: 75-129% 10 07/25/23 22:35 MSA V35765
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 63-136% 10 07/25/23 22:35 MSA V35765
Surrogate: Toluene-d8 99.8 Limits: 77-123% 10 07/25/23 22:35 MSA V35765
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 50 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89851 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/13/2023 15:05
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 13:42 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 13:42 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/19/23 13:42 TBL RSK-175
TOC 1.01 mg/L 0.682 1.00 1 07/20/23 22:23 ASH 531OC-2011
Arsenic <0.297 N9/L 0.297 1.00 1 07/24/23 17:42 CPW 6020B
Barium 69.9 pg/L 0.453 1.00 1 07/24/23 17:42 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/23 17:42 CPW 6020B
Chromium 0.4883 pg/L 0.346 1.00 1 07/24/23 17:42 CPW 6020B
Lead 0.4903 N9/L 0.264 1.00 1 07/24/23 17:42 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:18 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/23 17:42 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/23 17:42 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 51 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89851 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/13/2023 15:05
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/25/23 01:39 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 01:39 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 01:39 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 01:39 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 01:39 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 01:39 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 01:39 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/25/23 01:39 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 01:39 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 01:39 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 01:39 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 01:39 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/25/23 01:39 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 01:39 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 01:39 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 01:39 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 01:39 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 01:39 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/25/23 01:39 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 01:39 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 01:39 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 52 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89851 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/13/2023 15:05
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 01:39 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 01:39 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 01:39 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 01:39 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 01:39 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 01:39 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 01:39 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 01:39 MSA V35737
Tetrachloroethene 0.952 Ng/L 0.220 0.500 1 07/25/23 01:39 MSA V35737
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 01:39 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 01:39 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 01:39 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 01:39 MSA V35737
Trichloroethene 0.2493 pg/L 0.180 0.500 1 07/25/23 01:39 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 01:39 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 01:39 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 01:39 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 01:39 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 53 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89851 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/13/2023 15:05
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 Ng/L 0.210 0.500 1 07/25/23 01:39 V35737
Surrogate: 4-13romofluorobenzene 103 Limits: 80-124% 1 07/25/23 01:39 MSA V35737
Surrogate: Dibromofluoromethane 101 Limits: 75-129% 1 07/25/23 01:39 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.2 Limits: 63-136% 1 07/25/23 01:39 MSA V35737
Surrogate: Toluene-d8 99.0 Limits: 77-123% 1 07/25/23 01:39 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 54 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89852 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/12/2023 13:20
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC 0.9323 mg/L 0.682 1.00 1 07/20/23 23:39 ASH 531OC-2011
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 55 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89852 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/12/2023 13:20
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/25/23 02:06 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/25/23 02:06 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/25/23 02:06 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/25/23 02:06 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/25/23 02:06 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/25/23 02:06 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/25/23 02:06 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/25/23 02:06 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/25/23 02:06 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/25/23 02:06 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/25/23 02:06 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/25/23 02:06 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/25/23 02:06 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/25/23 02:06 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/25/23 02:06 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/25/23 02:06 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/25/23 02:06 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/25/23 02:06 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/25/23 02:06 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 02:06 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/25/23 02:06 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 56 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89852 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/12/2023 13:20
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/25/23 02:06 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/25/23 02:06 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/25/23 02:06 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/25/23 02:06 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/25/23 02:06 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/25/23 02:06 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/25/23 02:06 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/25/23 02:06 MSA V35737
Tetrachloroethene <0.220 N9/L 0.220 0.500 1 07/25/23 02:06 MSA V35737
Toluene <0.220 pg/L 0.220 0.500 1 07/25/23 02:06 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/25/23 02:06 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/25/23 02:06 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/25/23 02:06 MSA V35737
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/25/23 02:06 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/25/23 02:06 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/25/23 02:06 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/25/23 02:06 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/25/23 02:06 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 57 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89852 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/12/2023 13:20
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 N9/L 0.210 0.500 1 07/25/23 02:06 V35737
Surrogate: 4-13romofluorobenzene 104 Limits: 80-124% 1 07/25/23 02:06 MSA V35737
Surrogate: Dibromofluoromethane 103 Limits: 75-129% 1 07/25/23 02:06 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.4 Limits: 63-136% 1 07/25/23 02:06 MSA V35737
Surrogate: Toluene-d8 99.4 Limits: 77-123% 1 07/25/23 02:06 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 58 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89853 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/14/2023 14:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 14:34 TBL RSK-175
Ethene 1650 pg/L 2.28 10.0 1 07/19/2314:34 TBL RSK-175
Methane 2820 Ng/L 25.1 100 10 07/20/23 07:12 TBL RSK-175
TOC 1040 mg/L 68.2 100 1 07/23/23 02:23 ASH 531OC-2011
Arsenic 7.261 N9/L 2.97 10.0 10 07/24/2317:46 CPW 6020B
Barium 131 pg/L 4.53 10.0 10 07/24/2317:46 CPW 6020B
Cadmium <3.50 N9/L 3.50 10.0 10 07/24/2317:46 CPW 6020B
Chromium 16.1 pg/L 3.46 10.0 10 07/24/2317:46 CPW 6020B
Lead 30.3 N9/L 2.64 10.0 10 07/24/23 17:46 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:20 FDS 7470A
Selenium <7.03 N9/L 7.03 10.0 10 07/24/2317:46 CPW 6020B
Silver <0.570 pg/L 0.570 10.0 10 07/24/2317:46 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 59 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89853 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/14/2023 14:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1800 Ng/L 1800 5000 1000 07/25/23 05:47 MSA V35737
Benzene <180 pg/L 180 500 1000 07/25/23 05:47 MSA V35737
tert-Butyl benzene <920 N9/L 920 2000 1000 07/25/23 05:47 MSA V35737
Carbon Disulfide <150 pg/L 150 5000 1000 07/25/23 05:47 MSA V35737
Carbon Tetrachloride <180 N9/L 180 500 1000 07/25/23 05:47 MSA V35737
Chlorobenzene <190 pg/L 190 500 1000 07/25/23 05:47 MSA V35737
Chloroethane <430 N9/L 430 1000 1000 07/25/23 05:47 MSA V35737
Chloroform <220 pg/L 220 500 1000 07/25/23 05:47 MSA V35737
Chloromethane <220 N9/L 220 500 1000 07/25/23 05:47 MSA V35737
2-Chlorotoluene <200 pg/L 200 500 1000 07/25/23 05:47 MSA V35737
Cyclohexane <170 N9/L 170 1000 1000 07/25/23 05:47 MSA V35737
1,2-Dichlorobenzene <220 pg/L 220 500 1000 07/25/23 05:47 MSA V35737
1,3-Dichlorobenzene <190 Ng/L 190 500 1000 07/25/23 05:47 MSA V35737
1,4-Dichlorobenzene <210 pg/L 210 500 1000 07/25/23 05:47 MSA V35737
Dichlorodifluoromethane <1200 N9/L 1200 5000 1000 07/25/23 05:47 MSA V35737
1,1-Dichloroethane <240 pg/L 240 500 1000 07/25/23 05:47 MSA V35737
1,2-Dichloroethane <150 N9/L 150 500 1000 07/25/23 05:47 MSA V35737
1,1-Dichloroethene <150 pg/L 150 500 1000 07/25/23 05:47 MSA V35737
cis-1,2-Dichloroethene 21700 N9/L 200 500 1000 07/25/23 05:47 MSA V35737
trans-1,2-Dichloroethene 3781 pg/L 180 500 1000 07/25/23 05:47 MSA V35737
1,4-Dioxane <16000 N9/L 16000 150000 1000 07/25/23 05:47 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 60 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89853 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/14/2023 14:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <170 Ng/L 170 500 1000 07/25/23 05:47 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <200 pg/L 200 5000 1000 07/25/23 05:47 MSA V35737
2-Hexanone <380 N9/L 380 5000 1000 07/25/23 05:47 MSA V35737
Methyl Ethyl Ketone(MEK) <710 pg/L 710 5000 1000 07/25/23 05:47 MSA V35737
4-Methyl-2-Pentanone <1000 N9/L 1000 5000 1000 07/25/23 05:47 MSA V35737
Methylene Chloride <330 pg/L 330 1000 1000 07/25/23 05:47 MSA V35737
Styrene <220 N9/L 220 500 1000 07/25/23 05:47 MSA V35737
1,1,1,2-Tetrachloroethane <160 pg/L 160 500 1000 07/25/23 05:47 MSA V35737
Tetrachloroethene 62700 N9/L 220 500 1000 07/25/23 05:47 MSA V35737
Toluene <220 pg/L 220 500 1000 07/25/23 05:47 MSA V35737
1,2,3-Trichlorobenzene <380 N9/L 380 2000 1000 07/25/23 05:47 MSA V35737
1,2,4-Trichlorobenzene <310 pg/L 310 1000 1000 07/25/23 05:47 MSA V35737
1,1,1-Trichloroethane <160 N9/L 160 500 1000 07/25/23 05:47 MSA V35737
Trichloroethene 25700 pg/L 180 500 1000 07/25/23 05:47 MSA V35737
Trichlorofluoromethane <180 N9/L 180 500 1000 07/25/23 05:47 MSA V35737
Vinyl Chloride 537 pg/L 170 500 1000 07/25/23 05:47 MSA V35737
o-Xylene <210 N9/L 210 500 1000 07/25/23 05:47 MSA V35737
m,p-Xylene <420 pg/L 420 1000 1000 07/25/23 05:47 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 61 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89853 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/14/2023 14:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <210 N9/L 210 500 1000 07/25/23 05:47 V35737
Surrogate: 4-13romofluorobenzene 103 Limits: 80-124% 1000 07/25/23 05:47 MSA V35737
Surrogate: Dibromofluoromethane 103 Limits: 75-129% 1000 07/25/23 05:47 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 98.6 Limits: 63-136% 1000 07/25/23 05:47 MSA V35737
Surrogate: Toluene-d8 98.2 Limits: 77-123% 1000 07/25/23 05:47 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 62 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89854 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/13/2023 17:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 15:13 TBL RSK-175
Ethene 183 pg/L 2.28 10.0 1 07/19/23 15:13 TBL RSK-175
Methane 5950 Ng/L 25.1 100 10 07/20/23 06:59 TBL RSK-175
TOC 337 mg/L 68.2 100 1 07/23/23 03:01 ASH 531OC-2011
Arsenic 3.10 N9/L 0.297 1.00 1 07/24/2317:50 CPW 6020B
Barium 37.8 pg/L 0.453 1.00 1 07/24/2317:50 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/2317:50 CPW 6020B
Chromium <0.346 pg/L 0.346 1.00 1 07/24/2317:50 CPW 6020B
Lead <0.264 N9/L 0.264 1.00 1 07/24/23 17:50 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:21 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/2317:50 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/2317:50 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 63 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89854 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/13/2023 17:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1800 Ng/L 1800 5000 1000 07/25/23 06:15 MSA V35737
Benzene <180 pg/L 180 500 1000 07/25/23 06:15 MSA V35737
tert-Butyl benzene <920 N9/L 920 2000 1000 07/25/23 06:15 MSA V35737
Carbon Disulfide <150 pg/L 150 5000 1000 07/25/23 06:15 MSA V35737
Carbon Tetrachloride <180 N9/L 180 500 1000 07/25/23 06:15 MSA V35737
Chlorobenzene <190 pg/L 190 500 1000 07/25/23 06:15 MSA V35737
Chloroethane <430 N9/L 430 1000 1000 07/25/23 06:15 MSA V35737
Chloroform <220 pg/L 220 500 1000 07/25/23 06:15 MSA V35737
Chloromethane <220 N9/L 220 500 1000 07/25/23 06:15 MSA V35737
2-Chlorotoluene <200 pg/L 200 500 1000 07/25/23 06:15 MSA V35737
Cyclohexane <170 N9/L 170 1000 1000 07/25/23 06:15 MSA V35737
1,2-Dichlorobenzene <220 pg/L 220 500 1000 07/25/23 06:15 MSA V35737
1,3-Dichlorobenzene <190 Ng/L 190 500 1000 07/25/23 06:15 MSA V35737
1,4-Dichlorobenzene <210 pg/L 210 500 1000 07/25/23 06:15 MSA V35737
Dichlorodifluoromethane <1200 N9/L 1200 5000 1000 07/25/23 06:15 MSA V35737
1,1-Dichloroethane <240 pg/L 240 500 1000 07/25/23 06:15 MSA V35737
1,2-Dichloroethane <150 N9/L 150 500 1000 07/25/23 06:15 MSA V35737
1,1-Dichloroethene <150 pg/L 150 500 1000 07/25/23 06:15 MSA V35737
cis-1,2-Dichloroethene 13600 N9/L 200 500 1000 07/25/23 06:15 MSA V35737
trans-1,2-Dichloroethene <180 pg/L 180 500 1000 07/25/23 06:15 MSA V35737
1,4-Dioxane <16000 N9/L 16000 150000 1000 07/25/23 06:15 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 64 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89854 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/13/2023 17:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <170 Ng/L 170 500 1000 07/25/23 06:15 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <200 pg/L 200 5000 1000 07/25/23 06:15 MSA V35737
2-Hexanone <380 N9/L 380 5000 1000 07/25/23 06:15 MSA V35737
Methyl Ethyl Ketone(MEK) <710 pg/L 710 5000 1000 07/25/23 06:15 MSA V35737
4-Methyl-2-Pentanone <1000 N9/L 1000 5000 1000 07/25/23 06:15 MSA V35737
Methylene Chloride <330 pg/L 330 1000 1000 07/25/23 06:15 MSA V35737
Styrene <220 N9/L 220 500 1000 07/25/23 06:15 MSA V35737
1,1,1,2-Tetrachloroethane <160 pg/L 160 500 1000 07/25/23 06:15 MSA V35737
Tetrachloroethene 4380 N9/L 220 500 1000 07/25/23 06:15 MSA V35737
Toluene <220 pg/L 220 500 1000 07/25/23 06:15 MSA V35737
1,2,3-Trichlorobenzene <380 N9/L 380 2000 1000 07/25/23 06:15 MSA V35737
1,2,4-Trichlorobenzene <310 pg/L 310 1000 1000 07/25/23 06:15 MSA V35737
1,1,1-Trichloroethane <160 N9/L 160 500 1000 07/25/23 06:15 MSA V35737
Trichloroethene 2860 pg/L 180 500 1000 07/25/23 06:15 MSA V35737
Trichlorofluoromethane <180 N9/L 180 500 1000 07/25/23 06:15 MSA V35737
Vinyl Chloride 3453 pg/L 170 500 1000 07/25/23 06:15 MSA V35737
o-Xylene <210 N9/L 210 500 1000 07/25/23 06:15 MSA V35737
m,p-Xylene <420 pg/L 420 1000 1000 07/25/23 06:15 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 65 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89854 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/13/2023 17:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <210 N9/L 210 500 1000 07/25/23 06:15 V35737
Surrogate: 4-13romofluorobenzene 102 Limits: 80-124% 1000 07/25/23 06:15 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1000 07/25/23 06:15 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.6 Limits: 63-136% 1000 07/25/23 06:15 MSA V35737
Surrogate: Toluene-d8 97.0 Limits: 77-123% 1000 07/25/23 06:15 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 66 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 898SS Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/13/2023 17:10
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 14:08 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 14:08 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/19/23 14:08 TBL RSK-175
TOC 287 mg/L 68.2 100 1 07/23/23 03:39 ASH 531OC-2011
Arsenic 14.1 N9/L 0.297 1.00 1 07/24/2317:54 CPW 6020B
Barium 32.3 pg/L 0.453 1.00 1 07/24/2317:54 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/2317:54 CPW 6020B
Chromium 0.7721 pg/L 0.346 1.00 1 07/24/2317:54 CPW 6020B
Lead 1.49 N9/L 0.264 1.00 1 07/24/23 17:54 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:26 FDS 7470A
Selenium 1.42 N9/L 0.703 1.00 1 07/24/2317:54 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/2317:54 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 67 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89855 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/13/2023 17:10
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 147 Ng/L 18.0 50.0 10 07/25/23 03:57 MSA V35737
Benzene <1.80 pg/L 1.80 5.00 10 07/25/23 03:57 MSA V35737
tert-Butyl benzene <9.20 N9/L 9.20 20.0 10 07/25/23 03:57 MSA V35737
Carbon Disulfide <1.50 pg/L 1.50 50.0 10 07/25/23 03:57 MSA V35737
Carbon Tetrachloride <1.80 N9/L 1.80 5.00 10 07/25/23 03:57 MSA V35737
Chlorobenzene <1.90 pg/L 1.90 5.00 10 07/25/23 03:57 MSA V35737
Chloroethane <4.30 N9/L 4.30 10.0 10 07/25/23 03:57 MSA V35737
Chloroform <2.20 pg/L 2.20 5.00 10 07/25/23 03:57 MSA V35737
Chloromethane <2.20 N9/L 2.20 5.00 10 07/25/23 03:57 MSA V35737
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 07/25/23 03:57 MSA V35737
Cyclohexane <1.70 N9/L 1.70 10.0 10 07/25/23 03:57 MSA V35737
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 07/25/23 03:57 MSA V35737
1,3-Dichlorobenzene <1.90 N9/L 1.90 5.00 10 07/25/23 03:57 MSA V35737
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 07/25/23 03:57 MSA V35737
Dichlorodifluoromethane <12.0 N9/L 12.0 50.0 10 07/25/23 03:57 MSA V35737
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 07/25/23 03:57 MSA V35737
1,2-Dichloroethane <1.50 N9/L 1.50 5.00 10 07/25/23 03:57 MSA V35737
1,1-Dichloroethene <1.50 pg/L 1.50 5.00 10 07/25/23 03:57 MSA V35737
cis-1,2-Dich loroethene 102 N9/L 2.00 5.00 10 07/25/23 03:57 MSA V35737
trans-1,2-Dichloroethene 9.84 pg/L 1.80 5.00 10 07/25/23 03:57 MSA V35737
1,4-Dioxane <160 N9/L 160 1500 10 07/25/23 03:57 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 68 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89855 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/13/2023 17:10
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <1.70 Ng/L 1.70 5.00 10 07/25/23 03:57 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <2.00 pg/L 2.00 50.0 10 07/25/23 03:57 MSA V35737
2-Hexanone 10.83 N9/L 3.80 50.0 10 07/25/23 03:57 MSA V35737
Methyl Ethyl Ketone(MEK) 32.43 pg/L 7.10 50.0 10 07/25/23 03:57 MSA V35737
4-Methyl-2-Pentanone <10.0 N9/L 10.0 50.0 10 07/25/23 03:57 MSA V35737
Methylene Chloride <3.30 pg/L 3.30 10.0 10 07/25/23 03:57 MSA V35737
Styrene <2.20 N9/L 2.20 5.00 10 07/25/23 03:57 MSA V35737
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 07/25/23 03:57 MSA V35737
Tetrachloroethene <2.20 N9/L 2.20 5.00 10 07/25/23 03:57 MSA V35737
Toluene <2.20 pg/L 2.20 5.00 10 07/25/23 03:57 MSA V35737
1,2,3-Trichlorobenzene <3.80 N9/L 3.80 20.0 10 07/25/23 03:57 MSA V35737
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 10.0 10 07/25/23 03:57 MSA V35737
1,1,1-Trichloroethane <1.60 N9/L 1.60 5.00 10 07/25/23 03:57 MSA V35737
Trichloroethene <1.80 pg/L 1.80 5.00 10 07/25/23 03:57 MSA V35737
Trichlorofluoromethane <1.80 N9/L 1.80 5.00 10 07/25/23 03:57 MSA V35737
Vinyl Chloride 38.9 pg/L 1.70 5.00 10 07/25/23 03:57 MSA V35737
o-Xylene <2.10 N9/L 2.10 5.00 10 07/25/23 03:57 MSA V35737
m,p-Xylene <4.20 pg/L 4.20 10.0 10 07/25/23 03:57 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 69 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89855 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/13/2023 17:10
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <2.1 N9/L 2.10 5.00 10 07/25/23 03:57 V35737
Surrogate: 4-13romofluorobenzene 101 Limits: 80-124% 10 07/25/23 03:57 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 10 07/25/23 03:57 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 63-136% 10 07/25/23 03:57 MSA V35737
Surrogate: Toluene-d8 99.2 Limits: 77-123% 10 07/25/23 03:57 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 70 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89856 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/14/2023 12:10
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 13:55 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/19/23 13:55 TBL RSK-175
Methane 176 Ng/L 2.51 10.0 1 07/19/23 13:55 TBL RSK-175
TOC 2.93 mg/L 0.682 1.00 1 07/23/23 04:17 ASH 531OC-2011
Arsenic <0.297 N9/L 0.297 1.00 1 07/24/23 18:25 CPW 6020B
Barium 20.3 pg/L 0.453 1.00 1 07/24/23 18:25 CPW 6020B
Cadmium <0.350 N9/L 0.350 1.00 1 07/24/23 18:25 CPW 6020B
Chromium 0.483] pg/L 0.346 1.00 1 07/24/23 18:25 CPW 6020B
Lead <0.264 N9/L 0.264 1.00 1 07/24/23 18:25 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:27 FDS 7470A
Selenium <0.703 N9/L 0.703 1.00 1 07/24/23 18:25 CPW 6020B
Silver <0.0570 pg/L 0.0570 1.00 1 07/24/23 18:25 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 71 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89856 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/14/2023 12:10
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <18.0 Ng/L 18.0 50.0 10 07/25/23 04:24 MSA V35737
Benzene <1.80 pg/L 1.80 5.00 10 07/25/23 04:24 MSA V35737
tert-Butyl benzene <9.20 N9/L 9.20 20.0 10 07/25/23 04:24 MSA V35737
Carbon Disulfide <1.50 pg/L 1.50 50.0 10 07/25/23 04:24 MSA V35737
Carbon Tetrachloride <1.80 N9/L 1.80 5.00 10 07/25/23 04:24 MSA V35737
Chlorobenzene <1.90 pg/L 1.90 5.00 10 07/25/23 04:24 MSA V35737
Chloroethane <4.30 N9/L 4.30 10.0 10 07/25/23 04:24 MSA V35737
Chloroform <2.20 pg/L 2.20 5.00 10 07/25/23 04:24 MSA V35737
Chloromethane <2.20 N9/L 2.20 5.00 10 07/25/23 04:24 MSA V35737
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 07/25/23 04:24 MSA V35737
Cyclohexane <1.70 N9/L 1.70 10.0 10 07/25/23 04:24 MSA V35737
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 07/25/23 04:24 MSA V35737
1,3-Dichlorobenzene <1.90 N9/L 1.90 5.00 10 07/25/23 04:24 MSA V35737
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 07/25/23 04:24 MSA V35737
Dichlorodifluoromethane <12.0 N9/L 12.0 50.0 10 07/25/23 04:24 MSA V35737
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 07/25/23 04:24 MSA V35737
1,2-Dichloroethane <1.50 N9/L 1.50 5.00 10 07/25/23 04:24 MSA V35737
1,1-Dichloroethene <1.50 pg/L 1.50 5.00 10 07/25/23 04:24 MSA V35737
cis-1,2-Dich loroethene 50.8 N9/L 2.00 5.00 10 07/25/23 04:24 MSA V35737
trans-1,2-Dichloroethene <1.80 pg/L 1.80 5.00 10 07/25/23 04:24 MSA V35737
1,4-Dioxane <160 N9/L 160 1500 10 07/25/23 04:24 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 72 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89856 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/14/2023 12:10
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <1.70 Ng/L 1.70 5.00 10 07/25/23 04:24 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <2.00 pg/L 2.00 50.0 10 07/25/23 04:24 MSA V35737
2-Hexanone <3.80 N9/L 3.80 50.0 10 07/25/23 04:24 MSA V35737
Methyl Ethyl Ketone(MEK) <7.10 pg/L 7.10 50.0 10 07/25/23 04:24 MSA V35737
4-Methyl-2-Pentanone <10.0 N9/L 10.0 50.0 10 07/25/23 04:24 MSA V35737
Methylene Chloride <3.30 pg/L 3.30 10.0 10 07/25/23 04:24 MSA V35737
Styrene <2.20 N9/L 2.20 5.00 10 07/25/23 04:24 MSA V35737
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 07/25/23 04:24 MSA V35737
Tetrachloroethene 479 N9/L 2.20 5.00 10 07/25/23 04:24 MSA V35737
Toluene <2.20 pg/L 2.20 5.00 10 07/25/23 04:24 MSA V35737
1,2,3-Trichlorobenzene <3.80 N9/L 3.80 20.0 10 07/25/23 04:24 MSA V35737
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 10.0 10 07/25/23 04:24 MSA V35737
1,1,1-Trichloroethane <1.60 N9/L 1.60 5.00 10 07/25/23 04:24 MSA V35737
Trichloroethene 61.5 pg/L 1.80 5.00 10 07/25/23 04:24 MSA V35737
Trichlorofluoromethane <1.80 N9/L 1.80 5.00 10 07/25/23 04:24 MSA V35737
Vinyl Chloride <1.70 pg/L 1.70 5.00 10 07/25/23 04:24 MSA V35737
o-Xylene <2.10 N9/L 2.10 5.00 10 07/25/23 04:24 MSA V35737
m,p-Xylene <4.20 pg/L 4.20 10.0 10 07/25/23 04:24 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 73 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89856 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/14/2023 12:10
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <2.1 N9/L 2.10 5.00 10 07/25/23 04:24 V35737
Surrogate: 4-13romofluorobenzene 101 Limits: 80-124% 10 07/25/23 04:24 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 10 07/25/23 04:24 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 98.6 Limits: 63-136% 10 07/25/23 04:24 MSA V35737
Surrogate: Toluene-d8 98.6 Limits: 77-123% 10 07/25/23 04:24 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 74 of 103

•nt�/aJ/pOI■ ■•r,0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89857 Matrix: Aqueous
Sample ID :GW-DUP Sampled: 7/14/2023 0:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 N9/L 2.67 10.0 1 07/19/23 15:00 TBL RSK-175
Ethene 1660 pg/L 2.28 10.0 1 07/19/2315:00 TBL RSK-175
Methane 3220 Ng/L 25.1 100 10 07/20/23 07:25 TBL RSK-175
TOC 972 mg/L 68.2 100 1 07/23/23 04:55 ASH 531OC-2011
Arsenic 6.761 N9/L 2.97 10.0 10 07/24/2317:58 CPW 6020B
Barium 129 pg/L 4.53 10.0 10 07/24/2317:58 CPW 6020B
Cadmium <3.50 N9/L 3.50 10.0 10 07/24/2317:58 CPW 6020B
Chromium 14.3 pg/L 3.46 10.0 10 07/24/2317:58 CPW 6020B
Lead 30.5 N9/L 2.64 10.0 10 07/24/23 17:58 CPW 6020B
Mercury(Total) <0.00013 mg/L 0.00013 0.00020 1 07/21/23 14:28 FDS 7470A
Selenium <7.03 N9/L 7.03 10.0 10 07/24/2317:58 CPW 6020B
Silver <0.570 pg/L 0.570 10.0 10 07/24/2317:58 CPW 6020B
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 75 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89857 Matrix: Aqueous
Sample ID :GW-DUP Sampled: 7/14/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1800 Ng/L 1800 5000 1000 07/25/23 06:42 MSA V35737
Benzene <180 pg/L 180 500 1000 07/25/23 06:42 MSA V35737
tert-Butyl benzene <920 N9/L 920 2000 1000 07/25/23 06:42 MSA V35737
Carbon Disulfide <150 pg/L 150 5000 1000 07/25/23 06:42 MSA V35737
Carbon Tetrachloride <180 N9/L 180 500 1000 07/25/23 06:42 MSA V35737
Chlorobenzene <190 pg/L 190 500 1000 07/25/23 06:42 MSA V35737
Chloroethane <430 N9/L 430 1000 1000 07/25/23 06:42 MSA V35737
Chloroform <220 pg/L 220 500 1000 07/25/23 06:42 MSA V35737
Chloromethane <220 N9/L 220 500 1000 07/25/23 06:42 MSA V35737
2-Chlorotoluene <200 pg/L 200 500 1000 07/25/23 06:42 MSA V35737
Cyclohexane <170 N9/L 170 1000 1000 07/25/23 06:42 MSA V35737
1,2-Dichlorobenzene <220 pg/L 220 500 1000 07/25/23 06:42 MSA V35737
1,3-Dichlorobenzene <190 Ng/L 190 500 1000 07/25/23 06:42 MSA V35737
1,4-Dichlorobenzene <210 pg/L 210 500 1000 07/25/23 06:42 MSA V35737
Dichlorodifluoromethane <1200 N9/L 1200 5000 1000 07/25/23 06:42 MSA V35737
1,1-Dichloroethane <240 pg/L 240 500 1000 07/25/23 06:42 MSA V35737
1,2-Dichloroethane <150 N9/L 150 500 1000 07/25/23 06:42 MSA V35737
1,1-Dichloroethene <150 pg/L 150 500 1000 07/25/23 06:42 MSA V35737
cis-1,2-Dichloroethene 22100 N9/L 200 500 1000 07/25/23 06:42 MSA V35737
trans-1,2-Dichloroethene 3853 pg/L 180 500 1000 07/25/23 06:42 MSA V35737
1,4-Dioxane <16000 N9/L 16000 150000 1000 07/25/23 06:42 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 76 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89857 Matrix: Aqueous
Sample ID :GW-DUP Sampled: 7/14/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <170 Ng/L 170 500 1000 07/25/23 06:42 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <200 pg/L 200 5000 1000 07/25/23 06:42 MSA V35737
2-Hexanone <380 N9/L 380 5000 1000 07/25/23 06:42 MSA V35737
Methyl Ethyl Ketone(MEK) <710 pg/L 710 5000 1000 07/25/23 06:42 MSA V35737
4-Methyl-2-Pentanone <1000 N9/L 1000 5000 1000 07/25/23 06:42 MSA V35737
Methylene Chloride <330 pg/L 330 1000 1000 07/25/23 06:42 MSA V35737
Styrene <220 N9/L 220 500 1000 07/25/23 06:42 MSA V35737
1,1,1,2-Tetrachloroethane <160 pg/L 160 500 1000 07/25/23 06:42 MSA V35737
Tetrachloroethene 71500 N9/L 220 500 1000 07/25/23 06:42 MSA V35737
Toluene <220 pg/L 220 500 1000 07/25/23 06:42 MSA V35737
1,2,3-Trichlorobenzene <380 N9/L 380 2000 1000 07/25/23 06:42 MSA V35737
1,2,4-Trichlorobenzene <310 pg/L 310 1000 1000 07/25/23 06:42 MSA V35737
1,1,1-Trichloroethane <160 N9/L 160 500 1000 07/25/23 06:42 MSA V35737
Trichloroethene 28100 pg/L 180 500 1000 07/25/23 06:42 MSA V35737
Trichlorofluoromethane <180 N9/L 180 500 1000 07/25/23 06:42 MSA V35737
Vinyl Chloride 567 pg/L 170 500 1000 07/25/23 06:42 MSA V35737
o-Xylene <210 N9/L 210 500 1000 07/25/23 06:42 MSA V35737
m,p-Xylene <420 pg/L 420 1000 1000 07/25/23 06:42 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 77 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89857 Matrix: Aqueous
Sample ID :GW-DUP Sampled: 7/14/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <210 N9/L 210 500 1000 07/25/23 06:42 V35737
Surrogate: 4-13romofluorobenzene 100 Limits: 80-124% 1000 07/25/23 06:42 MSA V35737
Surrogate: Dibromofluoromethane 101 Limits: 75-129% 1000 07/25/23 06:42 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.2 Limits: 63-136% 1000 07/25/23 06:42 MSA V35737
Surrogate: Toluene-d8 97.2 Limits: 77-123% 1000 07/25/23 06:42 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 78 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89858 Matrix: Aqueous
Sample ID :Trip Blank Sampled: 7/12/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <1.80 Ng/L 1.80 5.00 1 07/24/23 21:58 MSA V35737
Benzene <0.180 pg/L 0.180 0.500 1 07/24/23 21:58 MSA V35737
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/24/23 21:58 MSA V35737
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/23 21:58 MSA V35737
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/24/23 21:58 MSA V35737
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/23 21:58 MSA V35737
Chloroethane <0.430 N9/L 0.430 1.00 1 07/24/23 21:58 MSA V35737
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/23 21:58 MSA V35737
Chloromethane <0.220 N9/L 0.220 0.500 1 07/24/23 21:58 MSA V35737
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/23 21:58 MSA V35737
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/24/23 21:58 MSA V35737
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/23 21:58 MSA V35737
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/24/23 21:58 MSA V35737
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/23 21:58 MSA V35737
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/24/23 21:58 MSA V35737
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/23 21:58 MSA V35737
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/24/23 21:58 MSA V35737
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/23 21:58 MSA V35737
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 07/24/23 21:58 MSA V35737
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 21:58 MSA V35737
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/24/23 21:58 MSA V35737
Ethyl Acetate <200 pg/L 200 200 1 07/24/23 09:00 ANG V35845
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 79 of 103

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89858 Matrix: Aqueous
Sample ID :Trip Blank Sampled: 7/12/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 N9/L 0.170 0.500 1 07/24/23 21:58 MSA V35737
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/23 21:58 MSA V35737
2-Hexanone <0.380 N9/L 0.380 5.00 1 07/24/23 21:58 MSA V35737
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/23 21:58 MSA V35737
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 07/24/23 21:58 MSA V35737
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/23 21:58 MSA V35737
Styrene <0.220 N9/L 0.220 0.500 1 07/24/23 21:58 MSA V35737
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/23 21:58 MSA V35737
Tetrachloroethene <0.220 N9/L 0.220 0.500 1 07/24/23 21:58 MSA V35737
Toluene <0.220 pg/L 0.220 0.500 1 07/24/23 21:58 MSA V35737
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 07/24/23 21:58 MSA V35737
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/23 21:58 MSA V35737
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 07/24/23 21:58 MSA V35737
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/23 21:58 MSA V35737
Trichlorofluoromethane <0.180 N9/L 0.180 0.500 1 07/24/23 21:58 MSA V35737
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/23 21:58 MSA V35737
o-Xylene <0.210 N9/L 0.210 0.500 1 07/24/23 21:58 MSA V35737
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/23 21:58 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 80 of 103

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/27/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0016 REPOR T OF A NA L YSIS
Lab No : 89858 Matrix: Aqueous
Sample ID :Trip Blank Sampled: 7/12/2023 0:00
Analytical Method: 8260D Prep Batch(es): V35735 07/24/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <0.21 Ng/L 0.210 0.500 1 07/24/23 21:58 V35737
Surrogate: 4-13romofluorobenzene 103 Limits: 80-124% 1 07/24/23 21:58 MSA V35737
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 1 07/24/23 21:58 MSA V35737
Surrogate: 1,2-Dichloroethane-d4 99.2 Limits: 63-136% 1 07/24/23 21:58 MSA V35737
Surrogate: Toluene-d8 98.0 Limits: 77-123% 1 07/24/23 21:58 MSA V35737
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 81 of 103

• Charlotte, NC 28217
•n
WaypOI■ ■t - 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: L694144 QC Analytical Batch(es): L694227
QC Prep Batch Method: 531OC-2011 Analysis Method: 531OC-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-1-694144 Matrix: AQU
Associated Lab Samples: 89851, 89852
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.682 0.682 1.00 07/20/2318:36
Laboratory Control Sample&LCSD LCS-1-694144 LCSD-L694144
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits RPD Max
RPD
TOC mg/L 1.00 1.25 1.25 125 125 50-150 0.0 20.0
Matrix Spike V 89851-MS-L694144
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L 1.01 5.26 6.21 99.0 85-115
Date: 07/27/2023 03:48 PM Page 1 of 19
Page 82 of 103

• Charlotte, NC 28217
•n
WaypOI■ ■t - 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: L694358 QC Analytical Batch(es): L694360
QC Prep Batch Method: 531OC-2011 Analysis Method: 531OC-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-1-694358 Matrix:AQU
Associated Lab Samples: 89841, 89842, 89843, 89844, 89845, 89846, 89847, 89848, 89849, 89850
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.682 0.682 1.00 07/22/2315:39
Laboratory Control Sample&LCSD LCS-L694358 LCSD-L694358
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
TOC mg/L 1.00 1.42 1.48 142 148 50-150 4.1 20.0
Matrix Spike V 89849-MS-L694358
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L 0.839 5.26 6.18 117* 85-115
Date: 07/27/2023 03:48 PM Page 2 of 19
Page 83 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: L694359 QC Analytical Batch(es): L694360
QC Prep Batch Method: 531OC-2011 Analysis Method: 531OC-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-L694359 Matrix: AQU
Associated Lab Samples: 89853, 89854, 89855, 89856, 89857
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.682 0.682 1.00 07/22/23 23:14
Laboratory Control Sample LCS-L694359
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
TOC mg/L 1.00 1.48 148 50-150
Duplicate L 82706-DUP-L694359
Result DUP RPD Max RPD Analyzed
Parameter Units Result
TOC mg/L < 1.00 <1.00 0.0 15.0 07/23/23 08:05
Matrix Spike L 82705-MS-L694359
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L < 0.716 5.26 5.85 111 85-115
Date: 07/27/2023 03:48 PM Page 3 of 19
Page 84 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: L694152 QC Analytical Batch(es): L694625
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-694152 Matrix:AQU
Associated Lab Samples: 89844, 89846, 89847, 89848, 89849, 89850, 89851, 89853, 89854, 89855, 89856, 89857
Blank MDL MQL Analyzed
Parameter Units Result
Arsenic pg/L <0.297 0.297 1.00 07/24/2317:02
Barium pg/L <0.453 0.453 1.00 07/24/2317:02
Cadmium pg/L <0.350 0.350 1.00 07/24/2317:02
Chromium pg/L <0.346 0.346 1.00 07/24/2317:02
Lead pg/L <0.264 0.264 1.00 07/24/23 17:02
Selenium pg/L <0.703 0.703 1.00 07/24/2317:02
Silver pg/L <0.0570 0.0570 1.00 07/24/2317:02
Laboratory Control Sample LCS-1-694152
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Arsenic pg/L 50.0 47.2 94.0 80-120
Barium pg/L 100 88.2 88.0 80-120
Cadmium pg/L 10.0 9.42 94.0 80-120
Chromium pg/L 100 105 105 80-120
Lead pg/L 50.0 47.6 95.0 80-120
Selenium pg/L 100 93.3 93.0 80-120
Silver pg/L 10.0 9.41 94.0 80-120
Matrix Spike&Matrix Spike Duplicate L 83360-MS-L694152 L 83360-MSD-L694152
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Arsenic pg/L 6.09 50.0 50.0 54.5 55.3 97.0 98.0 75-125 1.4 20.0
Barium pg/L 37.5 100 100 123 124 86.0 87.0 75-125 0.8 20.0
Cadmium pg/L 0.731 10.0 10.0 10.1 10.1 94.0 94.0 75-125 0.0 20.0
Chromium pg/L 1.00 100 100 99.2 101 98.0 100 75-125 1.7 20.0
Date: 07/27/2023 03:48 PM Page 4 of 19
Page 85 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: L694152 QC Analytical Batch(es): L694625
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Matrix Spike&Matrix Spike Duplicate L 83360-MS-L694152 L 83360-MSD-L694152
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Lead pg/L < 0.264 50.0 50.0 46.3 46.4 93.0 93.0 75-125 0.2 20.0
Selenium pg/L 35.7 100 100 132 135 96.0 99.0 75-125 2.2 20.0
Silver pg/L < 0.0570 10.0 10.0 9.11 9.13 91.0 91.0 75-125 0.2 20.0
Post Digestion Spike L 83360-PDS-L694152
PDS % Analyzed
Parameter Units Result Recovery
Arsenic pg/L 27.7 99.0 07/24/2318:41
Barium pg/L 67.6 98.0 07/24/2318:41
Cadmium pg/L 5.34 100 07/24/2318:41
Chromium pg/L 53.0 105 07/24/2318:41
Lead pg/L 25.7 103 07/24/23 18:41
Selenium pg/L 66.9 99.0 07/24/2318:41
Silver pg/L 4.89 98.0 07/24/2318:41
Date: 07/27/2023 03:48 PM Page 5 of 19
Page 86 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: L694086 QC Analytical Batch(es): L694264
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis-CVAA
Lab Reagent Blank LRB-1-694086 Matrix:AQU
Associated Lab Samples: 89844, 89846, 89847, 89848, 89849, 89850, 89851, 89853, 89854, 89855, 89856, 89857
Blank MDL MQL Analyzed
Parameter Units Result
Mercury(Total) mg/L <0.00013 0.00013 0.00020 07/21/23 14:07
Laboratory Control Sample LCS-1-694086
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Mercury(Total) mg/L 0.00400 0.00374 94.0 80-120
Matrix Spike&Matrix Spike Duplicate V 89857-MS-1-694086 V 89857-MSD-L694086
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Mercury(Total) mg/L < 0.00013 0.00400 0.00400 0.00450 0.00390 113 98.0 80-120 14.2 20.0
Post Digestion Spike V 89857-PDS-L694086
PDS % Analyzed
Parameter Units Result Recovery
Mercury(Total) mg/L 0.00598 120* 07/21/23 14:34
*QC Fail Date: 07/27/2023 03:48 PM Page 6 of 19
Page 87 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35735 QC Analytical Batch(es): V35737
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V35735 Matrix:AQU
Associated Lab Samples: 89842, 89843, 89844, 89846, 89847, 89849, 89850, 89851, 89852, 89853, 89854, 89855, 89856, 89857, 89858
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 07/24/23 21:30
Benzene pg/L <0.180 0.180 0.500 07/24/23 21:30
tert-Butyl benzene pg/L <0.920 0.920 2.00 07/24/23 21:30
Carbon Disulfide pg/L <0.150 0.150 5.00 07/24/23 21:30
Carbon Tetrachloride pg/L <0.180 0.180 0.500 07/24/23 21:30
Chlorobenzene pg/L <0.190 0.190 0.500 07/24/23 21:30
Chloroethane pg/L <0.430 0.430 1.00 07/24/23 21:30
Chloroform pg/L <0.220 0.220 0.500 07/24/23 21:30
Chloromethane pg/L <0.220 0.220 0.500 07/24/23 21:30
2-Chlorotoluene pg/L <0.200 0.200 0.500 07/24/23 21:30
Cyclohexane pg/L <0.170 0.170 1.00 07/24/23 21:30
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 07/24/23 21:30
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 07/24/23 21:30
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 07/24/23 21:30
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 07/24/23 21:30
1,1-Dichloroethane pg/L <0.240 0.240 0.500 07/24/23 21:30
1,2-Dichloroethane pg/L <0.150 0.150 0.500 07/24/23 21:30
1,1-Dichloroethene pg/L <0.150 0.150 0.500 07/24/23 21:30
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/24/23 21:30
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 07/24/23 21:30
1,4-Dioxane pg/L <16.0 16.0 150 07/24/23 21:30
Ethylbenzene pg/L <0.170 0.170 0.500 07/24/23 21:30
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 07/24/23 21:30
2-Hexanone pg/L <0.380 0.380 5.00 07/24/23 21:30
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 07/24/23 21:30
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 07/24/23 21:30
Methylene Chloride pg/L <0.330 0.330 1.00 07/24/23 21:30
Date: 07/27/2023 03:48 PM Page 7 of 19
Page 88 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35735 QC Analytical Batch(es): V35737
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V35735 Matrix:AQU
Associated Lab Samples: 89842, 89843, 89844, 89846, 89847, 89849, 89850, 89851, 89852, 89853, 89854, 89855, 89856, 89857, 89858
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 07/24/23 21:30
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 07/24/23 21:30
Tetrachloroethene pg/L <0.220 0.220 0.500 07/24/23 21:30
Toluene pg/L <0.220 0.220 0.500 07/24/23 21:30
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 07/24/23 21:30
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 07/24/23 21:30
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 07/24/23 21:30
Trichloroethene pg/L <0.180 0.180 0.500 07/24/23 21:30
Trichlorofluoromethane pg/L <0.180 0.180 0.500 07/24/23 21:30
Vinyl Chloride pg/L <0.170 0.170 0.500 07/24/23 21:30
o-Xylene pg/L <0.210 0.210 0.500 07/24/23 21:30
m,p-Xylene pg/L <0.420 0.420 1.00 07/24/23 21:30
4-Bromofluorobenzene(S) 07/24/23 21:30 102 80-124
Dibromofluoromethane(S) 07/24/23 21:30 104 75-129
1,2-Dichloroethane-d4(S) 07/24/23 21:30 98.8 63-136
Toluene-d8(S) 07/24/23 21:30 99.4 77-123
Laboratory Control Sample&LCSD LCS-V35735 LCSD-V35735
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 42.1 41.2 105 103 40-166 2.1 20.0
Benzene pg/L 20.0 21.5 20.9 108 105 77-128 2.8 20.0
tert-Butyl benzene pg/L 20.0 21.2 21.5 106 108 70-132 1.4 20.0
Carbon Disulfide pg/L 20.0 18.5 18.5 92.5 92.5 59-135 0.0 20.0
Carbon Tetrachloride pg/L 20.0 22.5 20.7 113 104 72-142 8.3 20.0
Chlorobenzene pg/L 20.0 21.0 20.3 105 102 78-119 3.3 20.0
Date: 07/27/2023 03:48 PM Page 8 of 19
Page 89 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35735 QC Analytical Batch(es): V35737
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V35735 LCSD-V35735
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 22.4 21.8 112 109 57-142 2.7 20.0
Chloroform pg/L 20.0 21.4 21.4 107 107 77-130 0.0 20.0
Chloromethane pg/L 20.0 21.0 20.5 105 103 47-145 2.4 20.0
2-Chlorotoluene pg/L 20.0 21.3 21.1 107 106 74-126 0.9 20.0
Cyclohexane pg/L 20.0 26.4 25.9 132* 130 70-130 1.9 20.0
1,2-Dichlorobenzene pg/L 20.0 21.4 20.5 107 103 78-128 4.2 20.0
1,3-Dichlorobenzene pg/L 20.0 21.5 21.3 108 107 77-125 0.9 20.0
1,4-Dichlorobenzene pg/L 20.0 20.9 20.6 105 103 75-126 1.4 20.0
Dichlorodifluoromethane pg/L 20.0 22.0 21.6 110 108 28-163 1.8 20.0
1,1-Dichloroethane pg/L 20.0 22.2 21.4 111 107 70-130 3.6 20.0
1,2-Dichloroethane pg/L 20.0 19.5 19.7 97.5 98.5 68-131 1.0 20.0
1,1-Dichloroethene pg/L 20.0 22.6 21.4 113 107 70-154 5.4 20.0
cis-1,2-Dichloroethene pg/L 20.0 21.1 20.4 106 102 76-141 3.3 20.0
trans-1,2-Dichloroethene pg/L 20.0 21.9 21.2 110 106 76-135 3.2 20.0
1,4-Dioxane pg/L 200 196 200 98.0 100 70-130 2.0 20.0
Ethylbenzene pg/L 20.0 20.4 20.0 102 100 80-127 1.9 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 23.1 21.9 116 110 70-130 5.3 20.0
2-Hexanone pg/L 20.0 21.9 21.2 110 106 64-137 3.2 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 17.1 16.4 85.5 82.0 71-134 4.1 20.0
4-M ethyl-2-Pentanone pg/L 20.0 19.9 19.4 99.5 97.0 69-134 2.5 20.0
Methylene Chloride pg/L 20.0 21.7 20.6 109 103 73-131 5.2 20.0
Styrene pg/L 20.0 22.0 21.2 110 106 78-129 3.7 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 21.3 21.4 107 107 79-134 0.4 20.0
Tetrachloroethene pg/L 20.0 21.4 21.0 107 105 80-129 1.8 20.0
Toluene pg/L 20.0 20.7 20.6 104 103 76-131 0.4 20.0
1,2,3-Trichlorobenzene pg/L 20.0 22.1 22.4 111 112 58-144 1.3 20.0
*QC Fail Date: 07/27/2023 03:48 PM Page 9 of 19
Page 90 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35735 QC Analytical Batch(es): V35737
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V35735 LCSD-V35735
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,2,4-Trichlorobenzene pg/L 20.0 22.3 22.1 112 111 66-139 0.9 20.0
1,1,1-Trichloroethane pg/L 20.0 21.6 21.5 108 108 75-135 0.4 20.0
Trichloroethene pg/L 20.0 21.7 21.5 109 108 77-133 0.9 20.0
Trichlorofluoromethane pg/L 20.0 21.9 21.1 110 106 62-148 3.7 20.0
Vinyl Chloride pg/L 20.0 23.3 22.7 117 114 57-141 2.6 20.0
o-Xylene pg/L 20.0 21.2 20.7 106 104 78-128 2.3 20.0
m,p-Xylene pg/L 40.0 43.0 42.3 108 106 77-133 1.6 20.0
4-Bromofluorobenzene(S) 101 103 80-124
Dibromofluoromethane(S) 102 100 75-129
1,2-Dichloroethane-d4(S) 101 101 63-136
Toluene-d8(S) 98.2 100 77-123
Date: 07/27/2023 03:48 PM Page 10 of 19
Page 91 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35743 QC Analytical Batch(es): V35745
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V35743 Matrix: AQU
Associated Lab Samples: 89845
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 07/25/23 02:20
Benzene pg/L <0.180 0.180 0.500 07/25/23 02:20
tert-Butyl benzene pg/L <0.920 0.920 2.00 07/25/23 02:20
Carbon Disulfide pg/L <0.150 0.150 5.00 07/25/23 02:20
Carbon Tetrachloride pg/L <0.180 0.180 0.500 07/25/23 02:20
Chlorobenzene pg/L <0.190 0.190 0.500 07/25/23 02:20
Chloroethane pg/L <0.430 0.430 1.00 07/25/23 02:20
Chloroform pg/L <0.220 0.220 0.500 07/25/23 02:20
Chloromethane pg/L <0.220 0.220 0.500 07/25/23 02:20
2-Chlorotoluene pg/L <0.200 0.200 0.500 07/25/23 02:20
Cyclohexane pg/L <0.170 0.170 1.00 07/25/23 02:20
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 07/25/23 02:20
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 07/25/23 02:20
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 07/25/23 02:20
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 07/25/23 02:20
1,1-Dichloroethane pg/L <0.240 0.240 0.500 07/25/23 02:20
1,2-Dichloroethane pg/L <0.150 0.150 0.500 07/25/23 02:20
1,1-Dichloroethene pg/L <0.150 0.150 0.500 07/25/23 02:20
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/25/23 02:20
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 07/25/23 02:20
1,4-Dioxane pg/L <16.0 16.0 150 07/25/23 02:20
Ethylbenzene pg/L <0.170 0.170 0.500 07/25/23 02:20
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 07/25/23 02:20
2-Hexanone pg/L <0.380 0.380 5.00 07/25/23 02:20
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 07/25/23 02:20
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 07/25/23 02:20
Methylene Chloride pg/L <0.330 0.330 1.00 07/25/23 02:20
Date: 07/27/2023 03:48 PM Page 11 of 19
Page 92 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35743 QC Analytical Batch(es): V35745
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V35743 Matrix: AQU
Associated Lab Samples: 89845
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 07/25/23 02:20
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 07/25/23 02:20
Tetrachloroethene pg/L <0.220 0.220 0.500 07/25/23 02:20
Toluene pg/L <0.220 0.220 0.500 07/25/23 02:20
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 07/25/23 02:20
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 07/25/23 02:20
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 07/25/23 02:20
Trichloroethene pg/L <0.180 0.180 0.500 07/25/23 02:20
Trichlorofluoromethane pg/L <0.180 0.180 0.500 07/25/23 02:20
Vinyl Chloride pg/L <0.170 0.170 0.500 07/25/23 02:20
o-Xylene pg/L <0.210 0.210 0.500 07/25/23 02:20
m,p-Xylene pg/L <0.420 0.420 1.00 07/25/23 02:20
4-Bromofluorobenzene(S) 07/25/23 02:20 98.8 80-124
Dibromofluoromethane(S) 07/25/23 02:20 100 75-129
1,2-Dichloroethane-d4(S) 07/25/23 02:20 108 63-136
Toluene-d8(S) 07/25/23 02:20 113 77-123
Laboratory Control Sample&LCSD LCS-V35743 LCSD-V35743
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 35.3 36.5 88.2 91.2 40-166 3.3 20.0
Benzene pg/L 20.0 17.0 16.9 85.0 84.5 77-128 0.5 20.0
tert-Butyl benzene pg/L 20.0 20.2 20.2 101 101 70-132 0.0 20.0
Carbon Disulfide pg/L 20.0 15.8 15.7 79.0 78.5 59-135 0.6 20.0
Carbon Tetrachloride pg/L 20.0 17.0 17.0 85.0 85.0 72-142 0.0 20.0
Chlorobenzene pg/L 20.0 20.3 20.3 102 102 78-119 0.0 20.0
Date: 07/27/2023 03:48 PM Page 12 of 19
Page 93 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35743 QC Analytical Batch(es): V35745
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V35743 LCSD-V35743
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 19.1 19.5 95.5 97.5 57-142 2.0 20.0
Chloroform pg/L 20.0 17.0 16.6 85.0 83.0 77-130 2.3 20.0
Chloromethane pg/L 20.0 18.5 17.8 92.5 89.0 47-145 3.8 20.0
2-Chlorotoluene pg/L 20.0 19.6 19.7 98.0 98.5 74-126 0.5 20.0
Cyclohexane pg/L 20.0 21.4 21.1 107 106 70-130 1.4 20.0
1,2-Dichlorobenzene pg/L 20.0 20.5 20.8 103 104 78-128 1.4 20.0
1,3-Dichlorobenzene pg/L 20.0 20.4 20.3 102 102 77-125 0.4 20.0
1,4-Dichlorobenzene pg/L 20.0 20.4 20.4 102 102 75-126 0.0 20.0
Dichlorodifluoromethane pg/L 20.0 17.8 17.8 89.0 89.0 28-163 0.0 20.0
1,1-Dichloroethane pg/L 20.0 17.3 17.3 86.5 86.5 70-130 0.0 20.0
1,2-Dichloroethane pg/L 20.0 17.7 17.3 88.5 86.5 68-131 2.2 20.0
1,1-Dichloroethene pg/L 20.0 17.5 17.6 87.5 88.0 70-154 0.5 20.0
cis-1,2-Dichloroethene pg/L 20.0 17.3 17.3 86.5 86.5 76-141 0.0 20.0
trans-1,2-Dichloroethene pg/L 20.0 17.2 17.0 86.0 85.0 76-135 1.1 20.0
1,4-Dioxane pg/L 200 146 157 73.0 78.5 70-130 7.2 20.0
Ethylbenzene pg/L 20.0 19.4 19.5 97.0 97.5 80-127 0.5 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 16.8 16.5 84.0 82.5 70-130 1.8 20.0
2-Hexanone pg/L 20.0 21.8 21.3 109 107 64-137 2.3 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 17.6 18.1 88.0 90.5 71-134 2.8 20.0
4-M ethyl-2-Pentanone pg/L 20.0 18.8 18.7 94.0 93.5 69-134 0.5 20.0
Methylene Chloride pg/L 20.0 17.8 17.6 89.0 88.0 73-131 1.1 20.0
Styrene pg/L 20.0 20.2 21.1 101 106 78-129 4.3 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 21.0 21.0 105 105 79-134 0.0 20.0
Tetrachloroethene pg/L 20.0 20.0 20.0 100 100 80-129 0.0 20.0
Toluene pg/L 20.0 16.9 16.9 84.5 84.5 76-131 0.0 20.0
1,2,3-Trichlorobenzene pg/L 20.0 26.6 25.5 133 128 58-144 4.2 20.0
Date: 07/27/2023 03:48 PM Page 13 of 19
Page 94 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35743 QC Analytical Batch(es): V35745
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V35743 LCSD-V35743
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,2,4-Trichlorobenzene pg/L 20.0 22.0 22.1 110 111 66-139 0.4 20.0
1,1,1-Trichloroethane pg/L 20.0 16.6 16.9 83.0 84.5 75-135 1.7 20.0
Trichloroethene pg/L 20.0 17.4 17.7 87.0 88.5 77-133 1.7 20.0
Trichlorofluoromethane pg/L 20.0 17.6 17.9 88.0 89.5 62-148 1.6 20.0
Vinyl Chloride pg/L 20.0 18.5 18.6 92.5 93.0 57-141 0.5 20.0
o-Xylene pg/L 20.0 19.9 20.1 99.5 101 78-128 1.0 20.0
m,p-Xylene pg/L 40.0 41.9 42.1 105 105 77-133 0.4 20.0
4-Bromofluorobenzene(S) 98.4 96.8 80-124
Dibromofluoromethane(S) 99.0 99.6 75-129
1,2-Dichloroethane-d4(S) 111 110 63-136
Toluene-d8(S) 113 113 77-123
Date: 07/27/2023 03:48 PM Page 14 of 19
Page 95 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35763 QC Analytical Batch(es): V35765
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V35763 Matrix: AQU
Associated Lab Samples: 89841, 89848, 89849, 89850
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 07/25/23 14:46
Benzene pg/L <0.180 0.180 0.500 07/25/23 14:46
tert-Butyl benzene pg/L <0.920 0.920 2.00 07/25/23 14:46
Carbon Disulfide pg/L <0.150 0.150 5.00 07/25/23 14:46
Carbon Tetrachloride pg/L <0.180 0.180 0.500 07/25/23 14:46
Chlorobenzene pg/L <0.190 0.190 0.500 07/25/23 14:46
Chloroethane pg/L <0.430 0.430 1.00 07/25/23 14:46
Chloroform pg/L <0.220 0.220 0.500 07/25/23 14:46
Chloromethane pg/L <0.220 0.220 0.500 07/25/23 14:46
2-Chlorotoluene pg/L <0.200 0.200 0.500 07/25/23 14:46
Cyclohexane pg/L <0.170 0.170 1.00 07/25/23 14:46
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 07/25/23 14:46
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 07/25/23 14:46
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 07/25/23 14:46
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 07/25/23 14:46
1,1-Dichloroethane pg/L <0.240 0.240 0.500 07/25/23 14:46
1,2-Dichloroethane pg/L <0.150 0.150 0.500 07/25/23 14:46
1,1-Dichloroethene pg/L <0.150 0.150 0.500 07/25/23 14:46
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/25/23 14:46
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 07/25/23 14:46
1,4-Dioxane pg/L <16.0 16.0 150 07/25/23 14:46
Ethylbenzene pg/L <0.170 0.170 0.500 07/25/23 14:46
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 07/25/23 14:46
2-Hexanone pg/L <0.380 0.380 5.00 07/25/23 14:46
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 07/25/23 14:46
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 07/25/23 14:46
Methylene Chloride pg/L <0.330 0.330 1.00 07/25/23 14:46
Date: 07/27/2023 03:48 PM Page 15 of 19
Page 96 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35763 QC Analytical Batch(es): V35765
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V35763 Matrix: AQU
Associated Lab Samples: 89841, 89848, 89849, 89850
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 07/25/23 14:46
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 07/25/23 14:46
Tetrachloroethene pg/L <0.220 0.220 0.500 07/25/23 14:46
Toluene pg/L <0.220 0.220 0.500 07/25/23 14:46
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 07/25/23 14:46
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 07/25/23 14:46
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 07/25/23 14:46
Trichloroethene pg/L <0.180 0.180 0.500 07/25/23 14:46
Trichlorofluoromethane pg/L <0.180 0.180 0.500 07/25/23 14:46
Vinyl Chloride pg/L <0.170 0.170 0.500 07/25/23 14:46
o-Xylene pg/L <0.210 0.210 0.500 07/25/23 14:46
m,p-Xylene pg/L <0.420 0.420 1.00 07/25/23 14:46
4-Bromofluorobenzene(S) 07/25/23 14:46 102 80-124
Dibromofluoromethane(S) 07/25/23 14:46 103 75-129
1,2-Dichloroethane-d4(S) 07/25/23 14:46 99.8 63-136
Toluene-d8(S) 07/25/23 14:46 98.8 77-123
Laboratory Control Sample&LCSD LCS-V35763 LCSD-V35763
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 38.8 39.5 97.0 98.7 40-166 1.7 20.0
Benzene pg/L 20.0 20.6 19.6 103 98.0 77-128 4.9 20.0
tert-Butyl benzene pg/L 20.0 20.6 19.4 103 97.0 70-132 6.0 20.0
Carbon Disulfide pg/L 20.0 18.5 16.9 92.5 84.5 59-135 9.0 20.0
Carbon Tetrachloride pg/L 20.0 21.2 19.7 106 98.5 72-142 7.3 20.0
Chlorobenzene pg/L 20.0 20.1 19.4 101 97.0 78-119 3.5 20.0
Date: 07/27/2023 03:48 PM Page 16 of 19
Page 97 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35763 QC Analytical Batch(es): V35765
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V35763 LCSD-V35763
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 19.9 20.2 99.5 101 57-142 1.4 20.0
Chloroform pg/L 20.0 20.9 19.8 105 99.0 77-130 5.4 20.0
Chloromethane pg/L 20.0 18.9 18.1 94.5 90.5 47-145 4.3 20.0
2-Chlorotoluene pg/L 20.0 20.3 19.4 102 97.0 74-126 4.5 20.0
Cyclohexane pg/L 20.0 24.4 23.6 122 118 70-130 3.3 20.0
1,2-Dichlorobenzene pg/L 20.0 20.5 19.6 103 98.0 78-128 4.4 20.0
1,3-Dichlorobenzene pg/L 20.0 20.6 19.4 103 97.0 77-125 6.0 20.0
1,4-Dichlorobenzene pg/L 20.0 20.1 19.0 101 95.0 75-126 5.6 20.0
Dichlorodifluoromethane pg/L 20.0 17.7 17.5 88.5 87.5 28-163 1.1 20.0
1,1-Dichloroethane pg/L 20.0 21.2 19.9 106 99.5 70-130 6.3 20.0
1,2-Dichloroethane pg/L 20.0 19.2 17.8 96.0 89.0 68-131 7.5 20.0
1,1-Dichloroethene pg/L 20.0 21.7 19.6 109 98.0 70-154 10.1 20.0
cis-1,2-Dichloroethene pg/L 20.0 20.2 19.1 101 95.5 76-141 5.5 20.0
trans-1,2-Dichloroethene pg/L 20.0 20.0 19.8 100 99.0 76-135 1.0 20.0
1,4-Dioxane pg/L 200 190 211 95.0 106 70-130 10.4 20.0
Ethylbenzene pg/L 20.0 19.9 18.7 99.5 93.5 80-127 6.2 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 21.6 20.9 108 105 70-130 3.2 20.0
2-Hexanone pg/L 20.0 21.3 21.4 107 107 64-137 0.4 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 17.7 17.4 88.5 87.0 71-134 1.7 20.0
4-M ethyl-2-Pentanone pg/L 20.0 20.1 18.7 101 93.5 69-134 7.2 20.0
Methylene Chloride pg/L 20.0 21.0 20.1 105 101 73-131 4.3 20.0
Styrene pg/L 20.0 20.5 19.8 103 99.0 78-129 3.4 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 20.7 19.9 104 99.5 79-134 3.9 20.0
Tetrachloroethene pg/L 20.0 20.5 19.8 103 99.0 80-129 3.4 20.0
Toluene pg/L 20.0 20.8 19.3 104 96.5 76-131 7.4 20.0
1,2,3-Trichlorobenzene pg/L 20.0 22.0 20.7 110 104 58-144 6.0 20.0
Date: 07/27/2023 03:48 PM Page 17 of 19
Page 98 of 103

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35763 QC Analytical Batch(es): V35765
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V35763 LCSD-V35763
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
1,2,4-Trichlorobenzene pg/L 20.0 21.8 20.2 109 101 66-139 7.6 20.0
1,1,1-Trichloroethane pg/L 20.0 20.4 19.3 102 96.5 75-135 5.5 20.0
Trichloroethene pg/L 20.0 20.7 19.4 104 97.0 77-133 6.4 20.0
Trichlorofluoromethane pg/L 20.0 19.7 19.5 98.5 97.5 62-148 1.0 20.0
Vinyl Chloride pg/L 20.0 20.5 20.2 103 101 57-141 1.4 20.0
o-Xylene pg/L 20.0 19.7 18.9 98.5 94.5 78-128 4.1 20.0
m,p-Xylene pg/L 40.0 41.0 39.0 103 97.5 77-133 5.0 20.0
4-Bromofluorobenzene(S) 99.6 102 80-124
Dibromofluoromethane(S) 100 101 75-129
1,2-Dichloroethane-d4(S) 100 102 63-136
Toluene-d8(S) 98.4 98.2 77-123
Date: 07/27/2023 03:48 PM Page 18 of 19
Page 99 of 103

• Charlotte, NC 28217
•n
WaypOI■ ■t - 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0016
QC Prep: V35519 QC Analytical Batch(es): V35520
QC Prep Batch Method: RSK-175(Prep) Analysis Method: RSK-175
Analysis Description: RSK-175
Lab Reagent Blank LRB-V35519 Matrix:AQU
Associated Lab Samples: 89844, 89846, 89847, 89848, 89849, 89850, 89851, 89853, 89854, 89855, 89856, 89857
Blank MDL MQL Analyzed
Parameter Units Result
Ethane pg/L <2.67 2.67 10.0 07/19/23 12:25
Ethene pg/L <2.28 2.28 10.0 07/19/23 12:25
Methane pg/L <2.51 2.51 10.0 07/19/23 12:25
Laboratory Control Sample LCS-V35519
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Ethane pg/L 293 295 101 85-115
Ethene pg/L 273 293 107 85-115
Methane pg/L 156 166 106 85-115
Duplicate V 89847-DUP-V35519
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Ethane pg/L < 10.0 <10.0 0.0 20.0 07/19/23 15:39
Ethene pg/L < 10.0 <10.0 0.0 20.0 07/19/23 15:39
Methane pg/L < 10.0 <10.0 0.0 20.0 07/19/23 15:39
Date: 07/27/2023 03:48 PM Page 19 of 19
Page 100 of 103

(2)
WayPo�nt 449 Springbrook Rd,Charlotte, 28217
Main 704.5.529.6364
ANALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number:01102
Customer Name: Hart & Hickman (Charlotte)
Report Number: 23-198-0016
Shipping Method
0 Fed Ex 0 US Postal U Lab 0 Other :
0 UPS 0 Client 0 Courier Thermometer ID: IRT15 3.1 C
Shipping container/cooler uncompromised? * Yes 0 No
Number of coolers/boxes received F
Custody seals intact on shipping container/cooler? 0 Yes 0 No Not Present
Custody seals intact on sample bottles? 0 Yes 0 No Not Present
Chain of Custody (COC) present? Yes 0 No
COC agrees with sample Iabel(s)? U Yes 0 No
COC properly completed U Yes 0 No
Samples in proper containers? U Yes 0 No
Sample containers intact? Yes 0 No
Sufficient sample volume for indicated test(s)? Yes 0 No
All samples received within holding time? Yes 0 No
Cooler temperature in compliance? Yes 0 No
Cooler/Samples arrived at the laboratory on ice. Yes 0 No
Samples were considered acceptable as cooling
process had begun.
Water- Sample containers properly preserved 0 Yes 0 No 0 N/A
Water- VOA vials free of headspace 0 Yes 0 No 0 N/A
Trip Blanks received with VOAs 0 Yes 0 No 0 N/A
Soil VOA method 5035—compliance criteria met 0 Yes 0 No 0 N/A
F_ High concentration container (48 hr) F Low concentration EnCore samplers (48 hr)
F_ High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes 0 No
Comments:
Signature: ngelo Norvell Date &Time: 07/17/2023 16:08:50
Page 101 of 103

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Page 103 of 103

Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
7/28/2023
Hart& Hickman (Charlotte)
Jennifer Hoang
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-198-0014
Client Project Description: MOH-014
Dear Jennifer Hoang:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 7/17/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA(including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 15

0 Waypoint, 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
North Carolina State Program 37735 07/31/2023
North Carolina State Program 402 12/31/2023
South Carolina State Program 99012 07/31/2023
South Carolina State Program 99012 12/31/2022
Page 1 of 1 00016/23-198-0014
Page 2 of 15

waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-198-0014
Client Project Description: MOH-014
Lab No Client Sample ID Matrix Date Collected Date Received
89833 GW-IDW TCLP 07/14/202317:00 07/17/202311:30
Page 3 of 15

Waypoint Q) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-014
Report Number: 23-198-0014
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
GW-IDW V 89833
6010D TCLP Barium 0.019 mg/L 0.005 07/21/2023 18:25 J
8260D TCLP Methyl Ethyl Ketone(MEK) 0.0426 mg/L 0.0078 07/27/2023 01:47 J
8260D TCLP Tetrachloroethene 1.83 mg/L 0.0308 07/27/2023 22:29
8260D TCLP Trichloroethene 0.561 mg/L 0.0046 07/27/2023 01:47
8260D TCLP Vinyl Chloride 0.0863 mg/L 0.0041 07/27/2023 01:47
SW-1311 TCLP Metals Extraction Combined 07/19/2023 17:00
SW-1311 (ZHE) TCLP VOC ZHE Extraction Leachate 07/18/2023 13:30
Page 4 of 15

•
Waypoint� 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Client: Hart& Hickman (Charlotte) CASE NARRATIVE
Project: MOH-014
Lab Report Number: 23-198-0014
Date: 7/28/2023
Metals Analysis (TCLP) Method 6010D
Sample 89833 (GW-IDW)
Analyte: Arsenic
QC Batch No: V35676/V35621
CCB failed high. Sample concentration BRL. Result not affected.
Page 5 of 15

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/28/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0014 REPOR T OF A NA L YSIS
Lab No : 89833 Matrix: TCLP
Sample ID :GW-IDW Sampled: 7/14/2023 17:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TCLP Metals Extraction Combined 1 07/19/23 17:00 BMP SW-1311
TCLP VOC ZHE Extraction Leachate 1 07/18/23 13:30 TBL SW-1311 (ZHE)
Analytical Method: 6010D Prep Batch(es): V35621 07/21/23 13:30
Prep Method: SW-3010A
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
TCLP Arsenic <0.014 mg/L 0.014 0.050 1 07/21/23 18:25 JKC V35676
TCLP Barium 0.0193 mg/L 0.005 0.050 1 07/21/23 18:25 JKC V35676
TCLP Cadmium <0.0065 mg/L 0.0065 0.0150 1 07/21/23 18:25 JKC V35676
TCLP Chromium <0.012 mg/L 0.012 0.025 1 07/24/23 14:32 JKC V35689
TCLP Lead <0.008 mg/L 0.008 0.030 1 07/21/23 18:25 JKC V35676
TCLP Selenium <0.026 mg/L 0.026 0.100 1 07/21/23 18:25 JKC V35676
TCLP Silver <0.003 mg/L 0.003 0.025 1 07/21/23 18:25 JKC V35676
Analytical Method: 7470A Prep Batch(es): V35620 07/21/23 13:30
Prep Method: 7470A
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
TCLP Mercury <0.00003 mg/L 0.00003 0.0002 1 07/21/23 16:42 JKC V35637
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 6 of 15

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-014
Jennifer Hoang Report Date : 07/28/2023
2923 South Tryon St.Ste 100 Information : Received : 07/17/2023
Charlotte, NC 28203
Report Number :23-198-0014 REPOR T OF A NA L YSIS
Lab No : 89833 Matrix: TCLP
Sample ID :GW-IDW Sampled: 7/14/2023 17:00
Analytical Method: 8260D Prep Batch(es): V35837 07/26/23 09:00 V35888 07/27/23 09:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
TCLP Benzene <0.0018 mg/L 0.0018 0.0050 10 07/27/23 01:47 MSA V35839
TCLP Carbon Tetrachloride <0.0054 mg/L 0.0054 0.0200 10 07/27/23 01:47 MSA V35839
TCLP Chlorobenzene <0.0033 mg/L 0.0033 0.0050 10 07/27/23 01:47 MSA V35839
TCLP Chloroform <0.0047 mg/L 0.0047 0.0050 10 07/27/23 01:47 MSA V35839
TCLP 1,4-Dichlorobenzene <0.0042 mg/L 0.0042 0.0050 10 07/27/23 01:47 MSA V35839
TCLP 1,2-Dichloroethane <0.0040 mg/L 0.0040 0.0050 10 07/27/23 01:47 MSA V35839
TCLP 1,1-Dichloroethene <0.0034 mg/L 0.0034 0.0050 10 07/27/23 01:47 MSA V35839
TCLP Methyl Ethyl Ketone(MEK) 0.0426 J mg/L 0.0078 0.0500 10 07/27/23 01:47 MSA V35839
TCLP Tetrachloroethene 1.83 mg/L 0.0308 0.0500 100 07/27/23 22:29 MSA V35889
TCLP Trichloroethene 0.561 mg/L 0.0046 0.0050 10 07/27/23 01:47 MSA V35839
TCLP Vinyl Chloride 0.0863 mg/L 0.0041 0.0050 10 07/27/23 01:47 MSA V35839
Surrogate: 4-Bromofluorobenzene 102 Limits: 80-124% 10 07/27/23 01:47 MSA V35839
Surrogate: Dibromofluoromethane 102 Limits: 75-129% 10 07/27/23 01:47 MSA V35839
Surrogate: Toluene-d8 100 Limits: 77-123% 10 07/27/23 01:47 MSA V35839
Surrogate: 4-Bromofluorobenzene 104 Limits: 80-124% 100 07/27/23 22:29 MSA V35889
Surrogate: Dibromofluoromethane 100 Limits: 75-129% 100 07/27/23 22:29 MSA V35889
Surrogate: Toluene-d8 105 Limits: 77-123% 100 07/27/23 22:29 MSA V35889
Qualifiers/ DF Dilution Factor J Estimated value
Definitions
Page 7 of 15

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0014
QC Prep: V35621 QC Analytical Batch(es): V35676,V35689
QC Prep Batch Method: SW-3010A Analysis Method: 6010D
Analysis Description: Metals Analysis(TCLP)
Lab Reagent Blank LRB-V35621 Matrix: TCL
Associated Lab Samples: 89833
Blank MDL MQL Analyzed
Parameter Units Result
TCLP Arsenic mg/L <0.014 0.014 0.050 07/21/23 18:16
TCLP Barium mg/L <0.005 0.005 0.050 07/21/23 18:16
TCLP Cadmium mg/L <0.0065 0.0065 0.0150 07/21/23 18:16
TCLP Chromium mg/L <0.012 0.012 0.025 07/24/23 14:23
TCLP Lead mg/L <0.008 0.008 0.030 07/21/23 18:16
TCLP Selenium mg/L <0.026 0.026 0.100 07/21/23 18:16
TCLP Silver mg/L <0.003 0.003 0.025 07/21/23 18:16
Laboratory Control Sample LCS-V35621
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
TCLP Arsenic mg/L 0.500 0.544 109 80-120
TCLP Barium mg/L 5.00 5.47 109 80-120
TCLP Cadmium mg/L 0.500 0.532 106 80-120
TCLP Chromium mg/L 5.00 4.61 92.0 80-120
TCLP Lead mg/L 0.500 0.532 106 80-120
TCLP Selenium mg/L 0.500 0.504 101 80-120
TCLP Silver mg/L 0.500 0.512 102 80-120
Matrix Spike&Matrix Spike Duplicate V 89833-MS-V35621 V 89833-MSD-V35621
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
TCLP Arsenic mg/L <0.014 0.500 0.500 0.540 0.582 108 116 75-125 7.4 20
TCLP Barium mg/L 0.019 5.00 5.00 5.54 5.91 110 118 75-125 6.4 20
TCLP Cadmium mg/L <0.0065 0.500 0.500 0.527 0.562 105 112 75-125 6.4 20
TCLP Chromium mg/L <0.012 5.00 5.00 4.85 5.05 97.0 101 75-125 4.0 20
Date: 07/28/2023 04:10 PM Page 1 of 6
Page 8 of 15

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0014
QC Prep: V35621 QC Analytical Batch(es): V35676,V35689
QC Prep Batch Method: SW-3010A Analysis Method: 6010D
Analysis Description: Metals Analysis(TCLP)
Matrix Spike&Matrix Spike Duplicate V 89833-MS-V35621 V 89833-MSD-V35621
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
TCLP Lead mg/L <0.008 0.500 0.500 0.550 0.579 110 116 75-125 5.1 20
TCLP Selenium mg/L <0.026 0.500 0.500 0.508 0.533 102 107 75-125 4.8 20
TCLP Silver mg/L <0.003 0.500 0.500 0.509 0.541 102 108 75-125 6.0 20
Post Digestion Spike V 89833-PDS-V35621
PDS % Analyzed
Parameter Units Result Recovery
TCLP Arsenic mg/L <0.014 0.0* 07/21/23 18:29
TCLP Barium mg/L <0.005 0.0* 07/21/23 18:29
TCLP Cadmium mg/L <0.0065 0.0* 07/21/23 18:29
TCLP Chromium mg/L <0.012 0.0* 07/21/23 18:29
TCLP Lead mg/L <0.008 -1.0* 07/21/23 18:29
TCLP Selenium mg/L <0.026 0.0* 07/21/23 18:29
TCLP Silver mg/L <0.003 0.0* 07/21/23 18:29
*QC Fail Date: 07/28/2023 04:10 PM Page 2 of 6
Page 9 of 15

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0014
QC Prep: V35620 QC Analytical Batch(es): V35637
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis-CVAA(TCLP)
Lab Reagent Blank LRB-V35620 Matrix: TCL
Associated Lab Samples: 89833
Blank MDL MQL Analyzed
Parameter Units Result
TCLP Mercury mg/L <0.00003 0.00003 0.0002 07/21/23 16:37
Laboratory Control Sample LCS-V35620
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
TCLP Mercury mg/L 0.0046 0.0047 100 80-120
Matrix Spike&Matrix Spike Duplicate V 89833-MS-V35620 V 89833-MSD-V35620
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
TCLP Mercury mg/L <0.00003 0.0046 0.0046 0.0042 0.0043 90.0 92.0 80-120 2.3 20
Post Digestion Spike V 89833-PDS-V35620
PDS % Analyzed
Parameter Units Result Recovery
TCLP Mercury mg/L 0.0023 101 07/21/23 16:45
Date: 07/28/2023 04:10 PM Page 3 of 6
Page 10 of 15

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0014
QC Prep: V35837 QC Analytical Batch(es): V35839
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS(TCLP)
Lab Reagent Blank LRB-V35837 Matrix: TCL
Associated Lab Samples: 89833
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
TCLP Benzene mg/L <0.0001 0.0001 0.0005 07/26/23 17:58
TCLP Carbon Tetrachloride mg/L <0.0005 0.0005 0.0020 07/26/23 17:58
TCLP Chlorobenzene mg/L <0.0003 0.0003 0.0005 07/26/23 17:58
TCLP Chloroform mg/L <0.0004 0.0004 0.0005 07/26/23 17:58
TCLP 1,4-Dichlorobenzene mg/L <0.0004 0.0004 0.0005 07/26/23 17:58
TCLP 1,2-Dichloroethane mg/L <0.0004 0.0004 0.0005 07/26/23 17:58
TCLP 1,1-Dichloroethene mg/L <0.0003 0.0003 0.0005 07/26/23 17:58
TCLP Methyl Ethyl Ketone(MEK) mg/L <0.0007 0.0007 0.0050 07/26/23 17:58
TCLP Trichloroethene mg/L <0.0004 0.0004 0.0005 07/26/23 17:58
TCLP Vinyl Chloride mg/L <0.0004 0.0004 0.0005 07/26/23 17:58
4-Bromofluorobenzene(S) 07/26/23 17:58 101 80-124
Dibromofluoromethane(S) 07/26/23 17:58 101 75-129
Toluene-d8(S) 07/26/23 17:58 98.2 77-123
Laboratory Control Sample&LCSD LCS-V35837 LCSD-V35837
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits RPD Max
RPD
TCLP Benzene mg/L 0.0200 0.0205 0.0210 103 105 77-128 2.4 20
TCLP Carbon Tetrachloride mg/L 0.0200 0.0210 0.0215 105 108 72-142 2.3 20
TCLP Chlorobenzene mg/L 0.0200 0.0202 0.0203 101 102 78-119 0.4 20
TCLP Chloroform mg/L 0.0200 0.0204 0.0213 102 107 80-120 4.3 20
TCLP 1,4-Dichlorobenzene mg/L 0.0200 0.0200 0.0201 100 101 75-126 0.4 20
TCLP 1,2-Dichloroethane mg/L 0.0200 0.0184 0.0189 92.0 94.5 70-130 2.6 20
TCLP 1,1-Dichloroethene mg/L 0.0200 0.0216 0.0208 108 104 70-154 3.7 20
TCLP Methyl Ethyl Ketone(MEK) mg/L 0.0200 0.0188 0.0165 94.0 82.5 71-134 13.0 20
TCLP Trichloroethene mg/L 0.0200 0.0206 0.0209 103 105 70-125 1.4 20
Date: 07/28/2023 04:10 PM Page 4 of 6
Page 11 of 15

• Charlotte, NC 28217
•n
WaypOI■ ■t - 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0014
QC Prep: V35837 QC Analytical Batch(es): V35839
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS(TCLP)
Laboratory Control Sample&LCSD LCS-V35837 LCSD-V35837
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
TCLP Vinyl Chloride mg/L 0.0200 0.0219 0.0225 110 113 57-141 2.7 20
4-Bromofluorobenzene(S) 100 101 80-124
Dibromofluoromethane(S) 100 99.2 75-129
Toluene-d8(S) 100 98.0 77-123
Date: 07/28/2023 04:10 PM Page 5 of 6
Page 12 of 15

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH-014
Report No: 23-198-0014
QC Prep: V35888 QC Analytical Batch(es): V35889
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS(TCLP)
Lab Reagent Blank LRB-V35888 Matrix: TCL
Associated Lab Samples: 89833
Blank MDL MQL Analyzed % %Rec
Parameter Units Result Recovery Limits
TCLP Tetrachloroethene mg/L <0.0003 0.0003 0.0005 07/27/23 14:23
4-Bromofluorobenzene(S) 07/27/23 14:23 106 80-124
Dibromofluoromethane(S) 07/27/23 14:23 99.2 75-129
Toluene-d8(S) 07/27/23 14:23 102 77-123
Laboratory Control Sample&LCSD LCS-V35888 LCSD-V35888
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
TCLP Tetrachloroethene mg/L 0.0200 0.0223 0.0211 112 106 80-129 5.5 20
4-Bromofluorobenzene(S) 101 97.0 80-124
Dibromofluoromethane(S) 101 99.0 75-129
Toluene-d8(S) 101 100 77-123
Date: 07/28/2023 04:10 PM Page 6 of 6
Page 13 of 15

(2)
WayPo�nt 449 Springbrook Rd,Charlotte, 28217
Main 704.5.529.6364
ANALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number:01102
Customer Name: Hart & Hickman (Charlotte)
Report Number: 23-198-0014
Shipping Method
0 Fed Ex 0 US Postal U Lab 0 Other :
0 UPS 0 Client 0 Courier Thermometer ID: IRT15 3.9C
Shipping container/cooler uncompromised? * Yes 0 No
Number of coolers/boxes received F
Custody seals intact on shipping container/cooler? 0 Yes 0 No Not Present
Custody seals intact on sample bottles? 0 Yes 0 No Not Present
Chain of Custody (COC) present? Yes 0 No
COC agrees with sample Iabel(s)? U Yes 0 No
COC properly completed U Yes 0 No
Samples in proper containers? U Yes 0 No
Sample containers intact? Yes 0 No
Sufficient sample volume for indicated test(s)? Yes 0 No
All samples received within holding time? Yes 0 No
Cooler temperature in compliance? Yes 0 No
Cooler/Samples arrived at the laboratory on ice. Yes 0 No
Samples were considered acceptable as cooling
process had begun.
Water- Sample containers properly preserved 0 Yes 0 No 0 N/A
Water- VOA vials free of headspace 0 Yes 0 No 0 N/A
Trip Blanks received with VOAs 0 Yes * No 0 N/A
Soil VOA method 5035—compliance criteria met 0 Yes 0 No 0 N/A
F_ High concentration container (48 hr) F Low concentration EnCore samplers (48 hr)
F_ High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes 0 No
Comments:
Signature: Angelo Norvell Date &Time: 07/17/2023 15:47:44
Page 14 of 15

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Page 15 of 15

Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
9/27/2023
Hart& Hickman (Charlotte)
Steve Libbey
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 23-263-0028
Client Project Description: MOH.013
Dear Steve Libbey:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/20/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA(including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 9

•
Waypo�nt0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
North Carolina State Program 37735 07/31/2024
North Carolina State Program 402 12/31/2023
South Carolina State Program 99012 07/31/2024
South Carolina State Program 99012 12/31/2023
Page 1 of 1 00016/23-263-0028
Page 2 of 9

waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-263-0028
Client Project Description: MOH.013
Lab No Client Sample ID Matrix Date Collected Date Received
95727 MW-5D Aqueous 09/20/2023 09:50 09/20/2023 14:06
Page 3 of 9

•
Waypo*nt 449 Springbrook Rd, Charlotte, .5 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH.013
Report Number: 23-263-0028
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
No Analytes Detected
Page 4 of 9

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH.013
Steve Libbey Report Date : 09/27/2023
2923 South Tryon St.Ste 100 Information : Received : 09/20/2023
Charlotte, NC 28203
Report Number :23-263-0028 REPOR T OF A NA L YSIS
Lab No : 95727 Matrix: Aqueous
Sample ID : MW-5D Sampled: 9/20/2023 9:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Chromium <0.002 m9/L 0.002 0.005 1 09/26/23 23:34 JKC 6010D
Dissolved Chromium <0.002 mg/L 0.002 0.005 1 09/25/23 17:46 JKC 6010D
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 5 of 9

• Charlotte, NC 28217
•n
WaypOI■ ■t - 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH.013
Report No: 23-263-0028
QC Prep: V38225 QC Analytical Batch(es): V38343
QC Prep Batch Method: 3005A Analysis Method: 6010D
Analysis Description: Metals Analysis
Lab Reagent Blank LRB-V38225 Matrix: AQU
Associated Lab Samples: 95727
Blank MDL MQL Analyzed
Parameter Units Result
Dissolved Chromium mg/L <0.002 0.002 0.005 09/25/23 17:24
Laboratory Control Sample&LCSD LCS-V38225 LCSD-V38225
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Dissolved Chromium mg/L 1.00 1.05 1.05 105 105 80-120 0.0 20.0
Post Digestion Spike V 95727-V38187-PDS-V38225
PDS % Analyzed
Parameter Units Result Recovery
Dissolved Chromium mg/L 2.68 107 09/25/23 17:50
Date: 09/27/2023 11:33 AM Page 1 of 2
Page 6 of 9

0
Waypoint . 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Hart&Hickman(Charlotte)
Project Description: MOH.013
Report No: 23-263-0028
QC Prep: V38250 QC Analytical Batch(es): V38390
QC Prep Batch Method: 3005A Analysis Method: 6010D
Analysis Description: Metals Analysis
Lab Reagent Blank LRB-V38250 Matrix: AQU
Associated Lab Samples: 95727
Blank MDL MQL Analyzed
Parameter Units Result
Chromium mg/L <0.002 0.002 0.005 09/26/23 23:26
Laboratory Control Sample LCS-V38250
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Chromium mg/L 1.00 1.10 110 80-120
Matrix Spike&Matrix Spike Duplicate V 95727-MS-V38250 V 95727-MSD-V38250
MS Spike MSD MS Result MSD MS MSD %Rec Max
Parameter Units Result Conc. Spike Result %Rec %Rec Limits RPD RPD
Conc.
Chromium mg/L < 0.002 1.00 1.00 1.10 1.10 110 110 75-125 0.0 20.0
Post Digestion Spike V 95727-PDS-V38250
PDS % Analyzed
Parameter Units Result Recovery
Chromium mg/L 2.86 114 09/26/23 23:39
Date: 09/27/2023 11:33 AM Page 2 of 2
Page 7 of 9

(2)
PAo� 449 Springbrook Rd,Charlotte, 28217
Waynt Main 704.5.529.6364
64
NALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number:01102
Customer Name: Hart & Hickman (Charlotte)
Report Number: 23-263-0028
Shipping Method
0 Fed Ex 0 US Postal 0 Lab 0 Other :
0 UPS U Client 0 Courier Thermometer ID: IRT15 3.5C
Shipping container/cooler uncompromised? 0 Yes 0 No
Number of coolers/boxes received F
Custody seals intact on shipping container/cooler? 0 Yes 0 No Not Present
Custody seals intact on sample bottles? 0 Yes 0 No Not Present
Chain of Custody (COC) present? # Yes 0 No
COC agrees with sample Iabel(s)? U Yes 0 No
COC properly completed U Yes 0 No
Samples in proper containers? U Yes 0 No
Sample containers intact? # Yes 0 No
Sufficient sample volume for indicated test(s)? U Yes 0 No
All samples received within holding time? # Yes 0 No
Cooler temperature in compliance? # Yes 0 No
Cooler/Samples arrived at the laboratory on ice. Yes 0 No
Samples were considered acceptable as cooling
process had begun.
Water- Sample containers properly preserved 0 Yes 0 No 0 N/A
Water- VOA vials free of headspace 0 Yes 0 No N/A
Trip Blanks received with VOAs 0 Yes 0 No 0 N/A
Soil VOA method 5035—compliance criteria met 0 Yes 0 No 0 N/A
F_ High concentration container (48 hr) F Low concentration EnCore samplers (48 hr)
F_ High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes 0 No
Comments:
Signature: ngelo Norvell Date &Time: 09/20/2023 15:54:32
Page 8 of 9

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Page 9 of 9

•
eurofins
Environment Testing
ANALYTICAL REPORT
F
F
PREPARED FOR
Attn: Trinh DeSa
Hart & Hickman, PC
2923 S Tryon Street F
Suite 100
Charlotte, North Carolina 28203
Generated 6/26/2023 11:56:06 AM
JOB DESCRIPTION
Mohican
JOB NUMBER
140-32241-1
Sim

Eurofins •
This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the
samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this
page.
The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the
methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written
approval of the laboratory. All questions should be directed to the Eurofins TestAmerica Project Manager.
Authorization
Generated
6/26/2023 11:56:06 AM
Authorized for release by
Ryan Henry, Project Manager I
William R.Hen ry(�Det.eurofinsus.com
[phone] ❑
Eurofins Knoxville is a laboratory within TestAmerica Laboratories, Inc., a company within Eurofins Environment Testing Group of Companies
Page 2 of 24 6/26/2023

Client: Hart&Hickman, PC Laboratory Job ID: 140-32241-1
Project/Site: Mohican
Table of Contents �
CoverPage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Default Detection Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Air Canister Dilution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
Eurofins Knoxville
Page 3 of 24 6/26/2023

Definitions/Glossary C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Qualifiers
Air- GUMS VOA
Qualifier Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Glossary
Abbreviation These commonly used abbreviations may or may not be present in this report.
a Listed under the"Y column to designate that the result is reported on a dry weight basis
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio(normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit(DoD/DOE)
DL,RA,RE, IN Indicates a Dilution,Re-analysis,Re-extraction,or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration(Radiochemistry)
EDL Estimated Detection Limit(Dioxin)
LOD Limit of Detection(DoD/DOE)
LOQ Limit of Quantitation(DoD/DOE)
MCL EPA recommended"Maximum Contaminant Level'
MDA Minimum Detectable Activity(Radiochemistry)
MDC Minimum Detectable Concentration(Radiochemistry)
MDL Method Detection Limit
ML Minimum Level(Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit(or MDL or EDL if shown)
NEG Negative/Absent
POS Positive/Present
IDOL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio(Radiochemistry)
RL Reporting Limit or Requested Limit(Radiochemistry)
RPD Relative Percent Difference,a measure of the relative difference between two points
TEF Toxicity Equivalent Factor(Dioxin)
TEQ Toxicity Equivalent Quotient(Dioxin)
TNTC Too Numerous To Count
Eurofins Knoxville
Page 4 of 24 6/26/2023

Case Narrative C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Job ID: 140-32241-1
Laboratory: Eurofins Knoxville
Narrative
Job Narrative
140-32241-1
Receipt
The sample was received on 6/17/2023 at 10:30am and arrived in good condition.
Receipt Exceptions
The following sample was received in air sample bags: SVE-061623(140-32241-1). EPA Methods TO-14A and TO-15 describe the use of
canisters for sampling and analysis,therefore,the use of air sample bags constitutes a modification to the method.
Air-GC/MS VOA
Methods TO 15 LL,TO-14A, TO-15: EPA methods TO-14A and TO-15 specify the use of humidified "zero air"as the blank reagent for
canister cleaning, instrument calibration and sample analysis. Ultra-high purity humidified nitrogen from a cryogenic reservoir is used in
place of"zero air"by Eurofins TestAmerica Knoxville.
Method Air Transfer: The following sample was received in air sample bags: SVE-061623(140-32241-1). In order to extend the holding
times,this sample was transferred from the air sample bags into a Summa canister.
No additional analytical or quality issues were noted,other than those described above or in the Definitions/Glossary page.
Eurofins Knoxville
Page 5 of 24 6/26/2023

Sample Summary C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Lab Sample ID Client Sample ID Matrix Collected Received
140-32241-1 SVE-061623 Air 06/16/2314:00 06/17/2310:30
Eurofins Knoxville
Page 6 of 24 6/26/2023

Client Sample Results
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Client Sample ID: SVE-061623 Lab Sample ID: 140-32241-1
Date Collected: 06/16/23 14:00 Matrix: Air
Date Received: 06/17/23 10:30
Sample Container: Tedlar Bag - Black- 1 L
Method: EPA TO-15-Volatile Organic Compounds in Ambient Air
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63 �.
1,1,2,2-Tetrachloroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,1,2-Trichloro-1,2,2-trifluoroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,1,2-Trichloroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,1-Dichloroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,1-Dichloroethene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2,4-Trichlorobenzene ND 11000 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2,4-Trimethylbenzene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dibromoethane(EDB) ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichlorobenzene ND 2200 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichloroethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichloropropane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,3,5-Trimethylbenzene ND 2200 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,3-Dichlorobenzene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,4-Dichlorobenzene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
1,4-Dioxane ND 27000 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
2-Butanone(MEK) ND 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
4-Methyl-2-pentanone(MIBK) ND 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Acetone ND 41000 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Benzene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Benzyl chloride ND 4400 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Bromodichloromethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Bromoform ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Bromomethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Carbon disulfide ND 2700 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Carbon tetrachloride ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Chlorobenzene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Chloroethane ND 4400 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Chloroform ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Chloromethane ND 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
cis-1,2-Dichloroethene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
cis-1,3-Dichloropropene ND 2200 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Cyclohexane ND 2700 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Dibromochloromethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Dichlorodifluoromethane ND 2700 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Ethylbenzene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Hexachlorobutadiene ND 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Hexane ND 4400 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Isopropyl alcohol ND 27000 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Isopropylbenzene ND 4400 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Methyl tert-butyl ether ND 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Methylene Chloride 71000 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
m-Xylene&p-Xylene ND 4400 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Naphthalene ND 2700 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
o-Xylene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Styrene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Tetrachloroethene 70000 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Eurofins Knoxville
Page 7 of 24 6/26/2023

Client Sample Results
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Client Sample ID: SVE-061623 Lab Sample ID: 140-32241-1
Date Collected: 06/16/23 14:00 Matrix: Air
Date Received: 06/17/23 10:30
Sample Container: Tedlar Bag - Black- 1 L
Method: EPA TO-15-Volatile Organic Compounds in Ambient Air(Continued)
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Tetrahydrofuran ND 27000 ppb v/v 06/17/23 16:16 06/19/23 17:21 7681.63 �.
Toluene ND 5500 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
trans-1,2-Dichloroethene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
trans-1,3-Dichloropropene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Trichloroethene ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Trichlorofluoromethane ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Vinyl acetate ND 27000 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Vinyl bromide ND 1100 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Vinyl chloride ND 2200 ppb v/v 06/17/23 16:16 06/19/23 17:21 681.63
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 6000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,1,2,2-Tetrachloroethane ND 7500 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,1,2-Trichloro-1,2,2-trifluoroethane ND 8400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,1,2-Trichloroethane ND 6000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,1-Dichloroethane ND 4400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,1-Dichloroethene ND 4300 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2,4-Trichlorobenzene ND 81000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2,4-Trimethylbenzene ND 5400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dibromoethane(EDB) ND 8400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 7600 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichlorobenzene ND 13000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichloroethane ND 4400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,2-Dichloropropane ND 5000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,3,5-Trimethylbenzene ND 11000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,3-Dichlorobenzene ND 6600 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,4-Dichlorobenzene ND 6600 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
1,4-Dioxane ND 98000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
2-Butanone(MEK) ND 16000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
4-Methyl-2-pentanone(MIBK) ND 22000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Acetone ND 97000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Benzene ND 3500 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Benzyl chloride ND 23000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Bromodichloromethane ND 7300 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Bromoform ND 11000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Bromomethane ND 4200 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Carbon disulfide ND 8500 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Carbon tetrachloride ND 6900 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Chlorobenzene ND 5000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Chloroethane ND 12000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Chloroform ND 5300 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Chloromethane ND 11000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
cis-1,2-Dichloroethene ND 4300 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
cis-1,3-Dichloropropene ND 9900 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Cyclohexane ND 9400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Dibromochloromethane ND 9300 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Dichlorodifluoromethane ND 13000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Ethylbenzene ND 4700 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Hexachlorobutadiene ND 58000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Eurofins Knoxville
Page 8 of 24 6/26/2023

Client Sample Results C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Client Sample ID: SVE-061623 Lab Sample ID: 140-32241-1
Date Collected: 06/16/23 14:00 Matrix: Air
Date Received: 06/17/23 10:30
Sample Container: Tedlar Bag - Black- 1 L
Method: EPA TO-15-Volatile Organic Compounds in Ambient Air(Continued)
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Hexane ND 15000 ug/m3 06/17/23 16:16 06/19/23 17:21 '681.63 �.
Isopropyl alcohol ND 67000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Isopropylbenzene ND 21000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Methyl tert-butyl ether ND 20000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Methylene Chloride 250000 19000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
m-Xylene&p-Xylene ND 19000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Naphthalene ND 14000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
o-Xylene ND 4700 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Styrene ND 4600 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Tetrachloroethene 470000 7400 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Tetrahydrofuran ND 80000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Toluene ND 21000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
trans-1,2-Dichloroethene ND 4300 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
trans-1,3-Dichloropropene ND 4900 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Trichloroethene ND 5900 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Trichlorofluoromethane ND 6100 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Vinyl acetate ND 96000 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Vinyl bromide ND 4800 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Vinyl chloride ND 5600 ug/m3 06/17/23 16:16 06/19/23 17:21 681.63
Eurofins Knoxville
Page 9 of 24 6/26/2023

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Prep: Air Transfer
Analyte RL MDL Units
1,1,1-Trichloroethane 0.20 0.072 ppb v/v
1,11-Trichloroethane 1.1 0.39 ug/m3
1,1,2,2-Tetrachloroethane 0.20 0.035 ppb v/v
1,1,2,2-Tetrachloroethane 1.4 0.24 ug/m3
1,1,2-Trichloro-1,2,2-trifluoroethane 0.20 0.024 ppb v/v
1,1,2-Trichloro-1,2,2-trifluoroethane 1.5 0.18 ug/m3
1,1,2-Trichloroethane 0.20 0.038 ppb v/v
1,1,2-Trichloroethane 1.1 0.21 ug/m3
1,1-Dichloroethane 0.20 0.027 ppb v/v
1,1-Dichloroethane 0.81 0.11 ug/m3
1,1-Dichloroethene 0.20 0.032 ppb v/v
1,1-Dichloroethene 0.79 0.13 ug/m3
1,2,4-Trichlorobenzene 2.0 0.089 ppb v/v
1,2,4-Trichlorobenzene 15 0.66 ug/m3
1,2,4-Tri methyl benzene 0.20 0.050 ppb v/v
1,2,4-Tri methyl benzene 0.98 0.25 ug/m3
1,2-Dibromoethane(EDB) 0.20 0.031 ppb v/v
1,2-Dibromoethane(EDB) 1.5 0.24 ug/m3
1,2-Dichloro-1,1,2,2-tetrafluoroethane 0.20 0.030 ppb v/v
1,2-Dichloro-1,1,2,2-tetrafluoroethane 1.4 0.21 ug/m3
1,2-Dichlorobenzene 0.40 0.078 ppb v/v
1,2-Dichlorobenzene 2.4 0.47 ug/m3
1,2-Dichloroethane 0.20 0.025 ppb v/v
1,2-Dichloroethane 0.81 0.10 ug/m3
1,2-Dichloropropane 0.20 0.025 ppb v/v
1,2-Dichloropropane 0.92 0.12 ug/m3
1,3,5-Tri methyl benzene 0.40 0.16 ppb v/v
1,3,5-Tri methyl benzene 2.0 0.79 ug/m3
1,3-Dichlorobenzene 0.20 0.040 ppb v/v
1,3-Dichlorobenzene 1.2 0.24 ug/m3
1,4-Dichlorobenzene 0.20 0.040 ppb v/v
1,4-Dichlorobenzene 1.2 0.24 ug/m3
1,4-Dioxane 5.0 0.075 ppb v/v
1,4-Dioxane 18 0.27 ug/m3
2-Butanone(MEK) 1.0 0.18 ppb v/v
2-Butanone(MEK) 2.9 0.53 ug/m3
4-Methyl-2-pentanone(MIBK) 1.0 0.14 ppb v/v
4-Methyl-2-pentanone(MIBK) 4.1 0.57 ug/m3
Acetone 7.5 1.4 ppb v/v
Acetone 18 3.3 ug/m3
Benzene 0.20 0.033 ppb v/v
Benzene 0.64 0.11 ug/m3
Benzyl chloride 0.80 0.095 ppb v/v
Benzyl chloride 4.1 0.49 ug/m3
Bromodichloromethane 0.20 0.044 ppb v/v
Bromodichloromethane 1.3 0.29 ug/m3
Bromoform 0.20 0.066 ppb v/v
Bromoform 2.1 0.68 ug/m3
Bromomethane 0.20 0.055 ppb v/v
Bromomethane 0.78 0.21 ug/m3
Carbon disulfide 0.50 0.087 ppb v/v
Carbon disulfide 1.6 0.27 ug/m3
Eurofins Knoxville
Page 10 of 24 6/26/2023

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Prep: Air Transfer
Analyte RL MDL Units
Carbon tetrachloride 0.20 0.032 ppb v/v
Carbon tetrachloride 1.3 0.20 ug/m3
Chlorobenzene 0.20 0.056 ppb v/v
Chlorobenzene 0.92 0.26 ug/m3
Chloroethane 0.80 0.079 ppb v/v
Chloroethane 2.1 0.21 ug/m3
Chloroform 0.20 0.036 ppb v/v
Chloroform 0.98 0.18 ug/m3
Chloromethane 1.0 0.16 ppb v/v
Chloromethane 2.1 0.33 ug/m3
cis-1,2-Dichloroethene 0.20 0.025 ppb v/v
cis-1,2-Dichloroethene 0.79 0.099 ug/m3
cis-1,3-Dichloropropene 0.40 0.048 ppb v/v
cis-1,3-Dichloropropene 1.8 0.22 ug/m3
Cyclohexane 0.50 0.093 ppb v/v
Cyclohexane 1.7 0.32 ug/m3
Dibromochloromethane 0.20 0.034 ppb v/v
Dibromochloromethane 1.7 0.29 ug/m3
Dichlorodifluoromethane 0.50 0.035 ppb v/v
Dichlorodifluoromethane 2.5 0.17 ug/m3
Ethylbenzene 0.20 0.033 ppb v/v
Ethylbenzene 0.87 0.14 ug/m3
Hexachlorobutadiene 1.0 0.080 ppb v/v
Hexachlorobutadiene 11 0.85 ug/m3
Hexane 0.80 0.063 ppb v/v
Hexane 2.8 0.22 ug/m3
Isopropyl alcohol 5.0 0.24 ppb v/v
Isopropyl alcohol 12 0.59 ug/m3
Isopropylbenzene 0.80 0.043 ppb v/v
Isopropylbenzene 3.9 0.21 ug/m3
Methyl tert-butyl ether 1.0 0.13 ppb v/v
Methyl tert-butyl ether 3.6 0.47 ug/m3
Methylene Chloride 1.0 0.34 ppb v/v
Methylene Chloride 3.5 1.2 ug/m3
m-Xylene&p-Xylene 0.80 0.073 ppb v/v
m-Xylene&p-Xylene 3.5 0.32 ug/m3
Naphthalene 0.50 0.10 ppb v/v
Naphthalene 2.6 0.52 ug/m3
o-Xylene 0.20 0.038 ppb v/v
o-Xylene 0.87 0.17 ug/m3
Styrene 0.20 0.060 ppb v/v
Styrene 0.85 0.26 ug/m3
Tetrachloroethene 0.20 0.029 ppb v/v
Tetrachloroethene 1.4 0.20 ug/m3
Tetrahydrofuran 5.0 0.18 ppb v/v
Tetrahydrofuran 15 0.53 ug/m3
Toluene 1.0 0.057 ppb v/v
Toluene 3.8 0.21 ug/m3
trans-1,2-Dichloroethene 0.20 0.033 ppb v/v
trans-1,2-Dichloroethene 0.79 0.13 ug/m3
trans-1,3-Dichloropropene 0.20 0.049 ppb v/v
trans-1,3-Dichloropropene 0.91 0.22 ug/m3
Eurofins Knoxville
Page 11 of 24 6/26/2023

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Prep: Air Transfer
Analyte RL MDL Units
Trichloroethene 0.20 0.033 ppb v/v
Trichloroethene 1.1 0.18 ug/m3
Trichlorofluoromethane 0.20 0.028 ppb v/v
Trichlorofluoromethane 1.1 0.16 ug/m3
Vinyl acetate 5.0 0.070 ppb v/v
Vinyl acetate 18 0.25 ug/m3
Vinyl bromide 0.20 0.050 ppb v/v
Vinyl bromide 0.87 0.22 ug/m3
Vinyl chloride 0.40 0.065 ppb v/v
Vinyl chloride 1.0 0.17 ug/m3
Eurofins Knoxville
Page 12 of 24 6/26/2023

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Lab Sample ID: MB 140-74445/5 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 74445
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,1,2,2-Tetrachloroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,1,2-Trichloro-1,2,2-trifluoroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,1,2-Trichloroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,1-Dichloroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,1-Dichloroethene ND 0.20 ppb v/v 06/19/23 07:44 1
1,2,4-Trichlorobenzene ND 2.0 ppb v/v 06/19/23 07:44 1
1,2,4-Trimethylbenzene ND 0.20 ppb v/v 06/19/23 07:44 1
1,2-Dibromoethane(EDB) ND 0.20 ppb v/v 06/19/23 07:44 1
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,2-Dichlorobenzene ND 0.40 ppb v/v 06/19/23 07:44 1
1,2-Dichloroethane ND 0.20 ppb v/v 06/19/23 07:44 1
1,2-Dichloropropane ND 0.20 ppb v/v 06/19/23 07:44 1
1,3,5-Trimethylbenzene ND 0.40 ppb v/v 06/19/23 07:44 1
1,3-Dichlorobenzene ND 0.20 ppb v/v 06/19/23 07:44 1 ❑
1,4-Dichlorobenzene ND 0.20 ppb v/v 06/19/23 07:44 1
1,4-Dioxane ND 5.0 ppb v/v 06/19/23 07:44 1
2-Butanone(MEK) ND 1.0 ppb v/v 06/19/23 07:44 1
4-Methyl-2-pentanone(MIBK) ND 1.0 ppb v/v 06/19/23 07:44 1
Acetone ND 7.5 ppb v/v 06/19/23 07:44 1
Benzene ND 0.20 ppb v/v 06/19/23 07:44 1
Benzyl chloride ND 0.80 ppb v/v 06/19/23 07:44 1
Bromodichloromethane ND 0.20 ppb v/v 06/19/23 07:44 1
Bromoform ND 0.20 ppb v/v 06/19/23 07:44 1
Bromomethane ND 0.20 ppb v/v 06/19/23 07:44 1
Carbon disulfide ND 0.50 ppb v/v 06/19/23 07:44 1
Carbon tetrachloride ND 0.20 ppb v/v 06/19/23 07:44 1
Chlorobenzene ND 0.20 ppb v/v 06/19/23 07:44 1
Chloroethane ND 0.80 ppb v/v 06/19/23 07:44 1
Chloroform ND 0.20 ppb v/v 06/19/23 07:44 1
Chloromethane ND 1.0 ppb v/v 06/19/23 07:44 1
cis-1,2-Dichloroethene ND 0.20 ppb v/v 06/19/23 07:44 1
cis-1,3-Dichloropropene ND 0.40 ppb v/v 06/19/23 07:44 1
Cyclohexane ND 0.50 ppb v/v 06/19/23 07:44 1
Dibromochloromethane ND 0.20 ppb v/v 06/19/23 07:44 1
Dichlorodifluoromethane ND 0.50 ppb v/v 06/19/23 07:44 1
Ethylbenzene ND 0.20 ppb v/v 06/19/23 07:44 1
Hexachlorobutadiene ND 1.0 ppb v/v 06/19/23 07:44 1
Hexane ND 0.80 ppb v/v 06/19/23 07:44 1
Isopropyl alcohol ND 5.0 ppb v/v 06/19/23 07:44 1
Isopropylbenzene ND 0.80 ppb v/v 06/19/23 07:44 1
Methyl tert-butyl ether ND 1.0 ppb v/v 06/19/23 07:44 1
Methylene Chloride ND 1.0 ppb v/v 06/19/23 07:44 1
m-Xylene&p-Xylene ND 0.80 ppb v/v 06/19/23 07:44 1
Naphthalene ND 0.50 ppb v/v 06/19/23 07:44 1
o-Xylene ND 0.20 ppb v/v 06/19/23 07:44 1
Styrene ND 0.20 ppb v/v 06/19/23 07:44 1
Tetrachloroethene ND 0.20 ppb v/v 06/19/23 07:44 1
Eurofins Knoxville
Page 13 of 24 6/26/2023

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: MB 140-74445/5 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 74445
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Tetrahydrofuran ND 5.0 ppb v/v 06/19/23 07:44 1
Toluene ND 1.0 ppb v/v 06/19/23 07:44 1
trans-1,2-Dichloroethene ND 0.20 ppb v/v 06/19/23 07:44 1
trans-1,3-Dichloropropene ND 0.20 ppb v/v 06/19/23 07:44 1
Trichloroethene ND 0.20 ppb v/v 06/19/23 07:44 1
Trichlorofluoromethane ND 0.20 ppb v/v 06/19/23 07:44 1
Vinyl acetate ND 5.0 ppb v/v 06/19/23 07:44 1
Vinyl bromide ND 0.20 ppb v/v 06/19/23 07:44 1
Vinyl chloride ND 0.40 ppb v/v 06/19/23 07:44 1
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 1.1 ug/m3 06/19/23 07:44 1
1,1,2,2-Tetrachloroethane ND 1.4 ug/m3 06/19/23 07:44 1
1,1,2-Trichloro-1,2,2-trifluoroethane ND 1.5 ug/m3 06/19/23 07:44 1
1,1,2-Trichloroethane ND 1.1 ug/m3 06/19/23 07:44 1
1,1-Dichloroethane ND 0.81 ug/m3 06/19/23 07:44 1 ❑
1,1-Dichloroethene ND 0.79 ug/m3 06/19/23 07:44 1
1,2,4-Trichlorobenzene ND 15 ug/m3 06/19/23 07:44 1
1,2,4-Trimethylbenzene ND 0.98 ug/m3 06/19/23 07:44 1
1,2-Dibromoethane(EDB) ND 1.5 ug/m3 06/19/23 07:44 1
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 1.4 ug/m3 06/19/23 07:44 1
1,2-Dichlorobenzene ND 2.4 ug/m3 06/19/23 07:44 1
1,2-Dichloroethane ND 0.81 ug/m3 06/19/23 07:44 1
1,2-Dichloropropane ND 0.92 ug/m3 06/19/23 07:44 1
1,3,5-Trimethylbenzene ND 2.0 ug/m3 06/19/23 07:44 1
1,3-Dichlorobenzene ND 1.2 ug/m3 06/19/23 07:44 1
1,4-Dichlorobenzene ND 1.2 ug/m3 06/19/23 07:44 1
1,4-Dioxane ND 18 ug/m3 06/19/23 07:44 1
2-Butanone(MEK) ND 2.9 ug/m3 06/19/23 07:44 1
4-Methyl-2-pentanone(MIBK) ND 4.1 ug/m3 06/19/23 07:44 1
Acetone ND 18 ug/m3 06/19/23 07:44 1
Benzene ND 0.64 ug/m3 06/19/23 07:44 1
Benzyl chloride ND 4.1 ug/m3 06/19/23 07:44 1
Bromodichloromethane ND 1.3 ug/m3 06/19/23 07:44 1
Bromoform ND 2.1 ug/m3 06/19/23 07:44 1
Bromomethane ND 0.78 ug/m3 06/19/23 07:44 1
Carbon disulfide ND 1.6 ug/m3 06/19/23 07:44 1
Carbon tetrachloride ND 1.3 ug/m3 06/19/23 07:44 1
Chlorobenzene ND 0.92 ug/m3 06/19/23 07:44 1
Chloroethane ND 2.1 ug/m3 06/19/23 07:44 1
Chloroform ND 0.98 ug/m3 06/19/23 07:44 1
Chloromethane ND 2.1 ug/m3 06/19/23 07:44 1
cis-1,2-Dichloroethene ND 0.79 ug/m3 06/19/23 07:44 1
cis-1,3-Dichloropropene ND 1.8 ug/m3 06/19/23 07:44 1
Cyclohexane ND 1.7 ug/m3 06/19/23 07:44 1
Dibromochloromethane ND 1.7 ug/m3 06/19/23 07:44 1
Dichlorodifluoromethane ND 2.5 ug/m3 06/19/23 07:44 1
Ethylbenzene ND 0.87 ug/m3 06/19/23 07:44 1
Hexachlorobutadiene ND 11 ug/m3 06/19/23 07:44 1
Eurofins Knoxville
Page 14 of 24 6/26/2023

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: MB 140-74445/5 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 74445
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Hexane ND 2.8 ug/m3 06/19/23 07:44 1
Isopropyl alcohol ND 12 ug/m3 06/19/23 07:44 1
Isopropylbenzene ND 3.9 ug/m3 06/19/23 07:44 1
Methyl tert-butyl ether ND 3.6 ug/m3 06/19/23 07:44 1
Methylene Chloride ND 3.5 ug/m3 06/19/23 07:44 1
m-Xylene&p-Xylene ND 3.5 ug/m3 06/19/23 07:44 1
Naphthalene ND 2.6 ug/m3 06/19/23 07:44 1
o-Xylene ND 0.87 ug/m3 06/19/23 07:44 1
Styrene ND 0.85 ug/m3 06/19/23 07:44 1
Tetrachloroethene ND 1.4 ug/m3 06/19/23 07:44 1
Tetrahydrofuran ND 15 ug/m3 06/19/23 07:44 1
Toluene ND 3.8 ug/m3 06/19/23 07:44 1
trans-1,2-Dichloroethene ND 0.79 ug/m3 06/19/23 07:44 1
trans-1,3-Dichloropropene ND 0.91 ug/m3 06/19/23 07:44 1
Trichloroethene ND 1.1 ug/m3 06/19/23 07:44 1 ❑
Trichlorofluoromethane ND 1.1 ug/m3 06/19/23 07:44 1
Vinyl acetate ND 18 ug/m3 06/19/23 07:44 1
Vinyl bromide ND 0.87 ug/m3 06/19/23 07:44 1
Vinyl chloride ND 1.0 ug/m3 06/19/23 07:44 1
Lab Sample ID: LCS 140-74445/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 74445
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,1,1-Trichloroethane 2.00 2.12 ppb v/v 106 70-130
1,1,2,2-Tetrachloroethane 2.00 2.17 ppb v/v 109 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha 2.00 2.15 ppb v/v 107 70-130
ne
1,1,2-Trichloroethane 2.00 2.01 ppb v/v 100 70-130
1,1-Dichloroethane 2.00 2.15 ppb v/v 108 70-130
1,1-Dichloroethene 2.00 2.10 ppb v/v 105 70-130
1,2,4-Trichlorobenzene 2.00 2.41 ppb v/v 120 60-140
1,2,4-Trimethylbenzene 2.00 2.21 ppb v/v 111 70-130
1,2-Dibromoethane(EDB) 2.00 2.12 ppb v/v 106 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet 2.00 2.07 ppb v/v 104 60-140
hane
1,2-Dichlorobenzene 2.00 2.19 ppb v/v 110 70-130
1,2-Dichloroethane 2.00 2.08 ppb v/v 104 70-130
1,2-Dichloropropane 2.00 2.03 ppb v/v 102 70-130
1,3,5-Trimethylbenzene 2.00 2.52 ppb v/v 126 70-130
1,3-Dichlorobenzene 2.00 2.25 ppb v/v 112 70-130
1,4-Dichlorobenzene 2.00 2.22 ppb v/v 111 70-130
1,4-Dioxane 2.00 2.05 ppb v/v 102 60-140
2-Butanone(MEK) 2.00 2.02 ppb v/v 101 60-140
4-Methyl-2-pentanone(MIBK) 2.00 2.08 ppb v/v 104 60-140
Acetone 2.00 2.57 J ppb v/v 129 60-140
Benzene 2.00 2.17 ppb v/v 109 70-130
Benzyl chloride 2.00 2.54 ppb v/v 127 70-130
Eurofins Knoxville
Page 15 of 24 6/26/2023

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: LCS 140-74445/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 74445
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
Bromodichloromethane 2.00 2.19 ppb v/v 109 70-130
Bromoform 2.00 2.28 ppb v/v 114 60-140
Bromomethane 2.00 2.37 ppb v/v 119 70-130
Carbon disulfide 2.00 2.17 ppb v/v 108 70-130
Carbon tetrachloride 2.00 2.39 ppb v/v 120 70-130
Chlorobenzene 2.00 2.09 ppb v/v 104 70-130
Chloroethane 2.00 2.33 ppb v/v 116 70-130
Chloroform 2.00 2.17 ppb v/v 108 70-130
Chloromethane 2.00 2.01 ppb v/v 101 60-140
cis-1,2-Dichloroethene 2.00 2.17 ppb v/v 109 70-130
cis-1,3-Dichloropropene 2.00 2.19 ppb v/v 110 70-130
Cyclohexane 2.00 2.16 ppb v/v 108 70-130
Dibromochloromethane 2.00 2.18 ppb v/v 109 70-130
Dichlorodifluoromethane 2.00 2.18 ppb v/v 109 60-140
Ethylbenzene 2.00 2.06 ppb v/v 103 70-130 ❑
Hexachlorobutadiene 2.00 1.62 ppb v/v 81 60-140
Hexane 2.00 2.24 ppb v/v 112 70-130
Isopropyl alcohol 2.00 2.54 ppb v/v 127 60-140
Isopropylbenzene 2.00 2.15 ppb v/v 107 70-130
Methyl tert-butyl ether 2.00 2.12 ppb v/v 106 60-140
Methylene Chloride 2.00 2.15 ppb v/v 107 70-130
m-Xylene&p-Xylene 4.00 4.24 ppb v/v 106 70-130
Naphthalene 2.00 2.35 ppb v/v 118 60-140
o-Xylene 2.00 2.11 ppb v/v 105 70-130
Styrene 2.00 2.23 ppb v/v 111 70-130
Tetrachloroethene 2.00 2.02 ppb v/v 101 70-130
Tetrahydrofuran 2.00 2.06 ppb v/v 103 60-140
Toluene 2.00 2.10 ppb v/v 105 70-130
trans-1,2-Dichloroethene 2.00 2.13 ppb v/v 107 70-130
trans-1,3-Dichloropropene 2.00 2.08 ppb v/v 104 70-130
Trichloroethene 2.00 2.07 ppb v/v 104 70-130
Trichlorofluoromethane 2.00 2.12 ppb v/v 106 60-140
Vinyl acetate 2.00 2.27 ppb v/v 114 60-140
Vinyl bromide 2.00 2.27 ppb v/v 113 60-140
Vinyl chloride 2.00 2.04 ppb v/v 102 70-130
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,1,1-Trichloroethane 11 11.6 ug/m3 106 70-130
1,1,2,2-Tetrachloroethane 14 14.9 ug/m3 109 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha 15 16.5 ug/m3 107 70-130
ne
1,1,2-Trichloroethane 11 11.0 ug/m3 100 70-130
1,1-Dichloroethane 8.1 8.71 ug/m3 108 70-130
1,1-Dichloroethene 7.9 8.32 ug/m3 105 70-130
1,2,4-Trichlorobenzene 15 17.9 ug/m3 120 60-140
1,2,4-Tri methyl benzene 9.8 10.9 ug/m3 111 70-130
1,2-Dibromoethane(EDB) 15 16.3 ug/m3 106 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet 14 14.5 ug/m3 104 60-140
hane
Eurofins Knoxville
Page 16 of 24 6/26/2023

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: LCS 140-74445/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 74445
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,2-Dichlorobenzene 12 13.2 ug/m3 110 70-130
1,2-Dichloroethane 8.1 8.43 ug/m3 104 70-130
1,2-Dichloropropane 9.2 9.39 ug/m3 102 70-130
1,3,5-Trimethylbenzene 9.8 12.4 ug/m3 126 70-130
1,3-Dichlorobenzene 12 13.5 ug/m3 112 70-130
1,4-Dichlorobenzene 12 13.4 ug/m3 111 70-130
1,4-Dioxane 7.2 7.37 ug/m3 102 60-140
2-Butanone(MEK) 5.9 5.96 ug/m3 101 60-140
4-Methyl-2-pentanone(MIBK) 8.2 8.52 ug/m3 104 60-140
Acetone 4.8 6.11 J ug/m3 129 60-140
Benzene 6.4 6.94 ug/m3 109 70-130
Benzyl chloride 10 13.1 ug/m3 127 70-130
Bromodichloromethane 13 14.7 ug/m3 109 70-130
Bromoform 21 23.5 ug/m3 114 60-140
Bromomethane 7.8 9.22 ug/m3 119 70-130 ❑
Carbon disulfide 6.2 6.76 ug/m3 108 70-130
Carbon tetrachloride 13 15.1 ug/m3 120 70-130
Chlorobenzene 9.2 9.61 ug/m3 104 70-130
Chloroethane 5.3 6.15 ug/m3 116 70-130
Chloroform 9.8 10.6 ug/m3 108 70-130
Chloromethane 4.1 4.15 ug/m3 101 60-140
cis-1,2-Dichloroethene 7.9 8.62 ug/m3 109 70-130
cis-1,3-Dichloropropene 9.1 9.95 ug/m3 110 70-130
Cyclohexane 6.9 7.43 ug/m3 108 70-130
Dibromochloromethane 17 18.6 ug/m3 109 70-130
Dichlorodifluoromethane 9.9 10.8 ug/m3 109 60-140
Ethylbenzene 8.7 8.93 ug/m3 103 70-130
Hexachlorobutadiene 21 17.3 ug/m3 81 60-140
Hexane 7.0 7.89 ug/m3 112 70-130
Isopropyl alcohol 4.9 6.24 ug/m3 127 60-140
Isopropylbenzene 9.8 10.6 ug/m3 107 70-130
Methyl tert-butyl ether 7.2 7.66 ug/m3 106 60-140
Methylene Chloride 6.9 7.46 ug/m3 107 70-130
m-Xylene&p-Xylene 17 18.4 ug/m3 106 70-130
Naphthalene 10 12.3 ug/m3 118 60-140
o-Xylene 8.7 9.15 ug/m3 105 70-130
Styrene 8.5 9.49 ug/m3 111 70-130
Tetrachloroethene 14 13.7 ug/m3 101 70-130
Tetrahydrofuran 5.9 6.07 ug/m3 103 60-140
Toluene 7.5 7.90 ug/m3 105 70-130
trans-1,2-Dichloroethene 7.9 8.45 ug/m3 107 70-130
trans-1,3-Dichloropropene 9.1 9.44 ug/m3 104 70-130
Trichloroethene 11 11.1 ug/m3 104 70-130
Trichlorofluoromethane 11 11.9 ug/m3 106 60-140
Vinyl acetate 7.0 8.00 ug/m3 114 60-140
Vinyl bromide 8.7 9.93 ug/m3 113 60-140
Vinyl chloride 5.1 5.20 ug/m3 102 70-130
Eurofins Knoxville
Page 17 of 24 6/26/2023

QC Association Summary C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Air- GUMS VOA
Analysis Batch: 74445
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
140-32241-1 SVE-061623 Total/NA Air TO-15 74501
MB 140-74445/5 Method Blank Total/NA Air TO-15
LCS 140-74445/1002 Lab Control Sample Total/NA Air TO-15
Prep Batch: 74501
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
140-32241-1 SVE-061623 Total/NA Air Air Transfer
Eurofins Knoxville
Page 18 of 24 6/26/2023

Lab Chronicle C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Client Sample ID: SVE-061623 Lab Sample ID: 140-32241-1
Date Collected: 06/16/23 14:00 Matrix: Air
Date Received: 06/17/23 10:30
Batch Batch Dil Initial Final Batch Prepared
Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab
Total/NA Prep Air Transfer 74501 06/17/23 16:16 BKK EET KNX
Total/NA Analysis TO-15 681.63 25 mL 500 mL 74445 06/19/23 17:21 S1 K EET KNX
Instrument ID: MR
Client Sample ID: Method Blank Lab Sample ID: MB 140-74445/5
Date Collected: N/A Matrix: Air
Date Received: N/A E:
Batch Batch DII Initial Final Batch Prepared C
Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab
Total/NA Analysis TO-15 1 200 mL 500 mL 74445 06/19/23 07:44 S1 K EET KNX ml
Instrument ID: MR
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-74445/1002
Date Collected: N/A Matrix: Air
Date Received: N/A
Batch Batch Dil Initial Final Batch Prepared ❑
Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab
Total/NA Analysis TO-15 1 500 mL 500 mL 74445 06/19/23 05:23 S1 K EET KNX
Instrument ID: MR
Laboratory References:
EET KNX=Eurofins Knoxville,5815 Middlebrook Pike,Knoxville,TN 37921,TEL[phone]
Eurofins Knoxville
Page 19 of 24 6/26/2023

Accreditation/Certification Summary C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Laboratory: Eurofins Knoxville
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program Identification Number Expiration Date
AFCEE N/A
ANAB Dept.of Defense ELAP L2311 02-13-25
ANAB Dept.of Energy L2311.01 02-13-25
ANAB ISO/IEC 17025 L2311 02-13-25
Arkansas DEQ State 88-0688 06-16-24
California State 2423 06-30-23
Colorado State TN00009 02-29-24
Connecticut State PH-0223 09-30-23
Florida NELAP E87177 06-30-23
Georgia(DW) State 906 07-27-25
Hawaii State NA 07-27-23
Kansas NELAP E-10349 10-31-23
Kentucky(DW) State 90101 12-31-23
Louisiana NELAP 83979 06-30-23 m
Louisiana(All) NELAP 83979 06-30-23
Louisiana(DW) State LA019 12-31-23
Maryland State 277 03-31-24
Michigan State 9933 07-27-25 ❑
Nevada State TN00009 07-31-23
New Hampshire NELAP 2999 01-17-24
New Jersey NELAP TN001 06-20-23
New York NELAP 10781 03-31-24
North Carolina(DW) State 21705 07-31-23
North Carolina(WW/SW) State 64 12-31-23
Oklahoma State 9415 08-31-23
Oregon NELAP TNIO189 01-01-24
Pennsylvania NELAP 68-00576 12-01-23
Tennessee State 02014 07-27-25
Texas NELAP T104704380-22-17 08-31-23
US Fish&Wildlife US Federal Programs 058448 07-31-23
USDA US Federal Programs 525-22-279-18762 10-06-25
Utah NELAP TN00009 07-31-23
Virginia NELAP 460176 09-14-23
Washington State C593 01-19-24
West Virginia(DW) State 9955C 12-31-23
West Virginia DEP State 345 04-30-24
Wisconsin State 998044300 08-31-23
Eurofins Knoxville
Page 20 of 24 6/26/2023

Method Summary C
Client: Hart& Hickman, PC Job ID: 140-32241-1
Project/Site: Mohican
Method Method Description Protocol Laboratory
TO-15 Volatile Organic Compounds in Ambient Air EPA EET KNX
Air Transfer Transfer Air Matrix to Summa Canister None EET KNX
Protocol References: L
EPA=US Environmental Protection Agency
None=None
Laboratory References:
EET KNX=Eurofins Knoxville,5815 Middlebrook Pike,Knoxville,TN 37921,TEL[phone] F
F
EE
F
Eurofins Knoxville
Page 21 of 24 6/26/2023

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Page 22 of 24 6/26/2023

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Page 23 of 24 6/26/2023

Summa Canister Dilution Worksheet ❑
Client: Hart& Hickman, PC Job No.: 140-32241-1
Project/Site: Mohican
Canister Preadjusted Preadjusted Preadjusted Adjusted Adjusted Adjusted Initial Final Pressure
Volume Pressure Pressure Volume Pressure Pressure Volume Volume Dilution Dilution Gauge
Lab Sample ID (L) ("Hg) (atm) (L) (psig) (atm) (L) (mL) Factor Factor ID Date Analyst Initals
140-32241-1 6 0 1.00 6.00 2.0 1.14 6.82 10 681.63 681.63 G5 06/17/23 16:28 BKK
Formulae: L
Preadjusted Volume(L) =((Preadjusted Pressure("Hg)+29.92"Hg)*Vol L)/29.92"Hg 1:1
Adjusted Volume(L) =((Adjusted Pressure(psig)+ 14.7 psig )*Vol L)/ 14.7 psig
Dilution Factor =Adjusted Volume(L)/Preadjusted Volume(L) ❑
Where:
29.92"Hg = Standard atmospheric pressure in inches of Mercury("Hg)
14.7 psig =Standard atmospheric pressure in pounds per square inch gauge(psig)
F-1
M
Eurofins Knoxville
Page 24 of 24 6/26/2023

Appendix D
Concentration vs. Time Graphs
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 202
Rpt/Report/PHIIERD_RAPR2DRAFT.doc h a I l h i c k m a n

MW-3S (Injection Area Well)
Concentrations vs. Time
90,000
I t PCE I
I Svc I
80,000 tcis-1,2-DCE
I --w—TCE I
—SRS&SD Pilot Test Injection Event
70,000 I I SRS&SD Phase I ERD Injection Event
SRS&SD Phase II ERD Injection Event
J 60,000
I I I
a 50,000
Phase II ERD Injection
a i 40,000
c Pilot Test Injection I I
V 30,000
I I I
I I
20,000
I I I
10,000
Phase I ERD Injection
Qr,p & On� 2 On V On V On� On�
Date

MW-6S (Injection Area Well)
Concentrations vs. Time
I I
14000
� I I
� I I
12000 i Phase I ERD Injection
� I I
J 10000 I Phase II ERD Injection
I I
0 8000
� I I
I I I
600o Pilot Test Injection I tPCE
_ , I —wb—vC
0
0 I I t cis-1,2-DCE
4000 —�� .TCE
I I —SRS&SD Pilot Test Injection Event
I I — — SRS®-SD Phase I ERD Injection Event
— SRS&SD Phase II ERD Injection Event
2000
� I I
� I I
0 pq FA — — FAr
N rb
���0 � � � � Q) ���0�� ���0�� ���0�� 1��0�� �� � �\TQ)
NN
Date

MW-9S (Injection Area Well)
Concentrations vs. Time
� I I
250000 -
� I I
Phase I ERD Injection '
Phase II ERD Injection
200000
� I I
J I I
M Pilot Test Injection I tPCE
I
VC
0 150000 —P
4 I I cis-1,2-DCE
i I I w TCE
a+
C
� I SRS®-SD Pilot Test Injection Event
V
SRS®-SD Phase I ERD Injection Event
V 100000 _
I I — SRS®-SD Phase II ERD Injection Event
� I I
� I I
50000 -
� I I
_ � I
� I I
0
tip�� tip) �p^p `LpZp tip� n�\ti N p�� � p��y p QP
D\gyp\ ^p\��\ �\^tom\ �\p\ cb (b\�AT\ p\�t�\ �\`L
Date

MW-10S (Downgradient Well)
Concentrations vs. Time
30000 I t PCE
f VC
t cis-1,2-DCE
- -TCE
25000 SRS®-SD Pilot Test Injection Event
— SRS®-SD Phase I ERD Injection Event
— SRS®-SD Phase II ERD Injection Event
I �
J 20000 Phase I ERD Injection
MI I
o I I I
15000 i Phase II ERD Injection
I I I
o I I
V 10000
I I I
I I
5000 Pilot Test Injection
I I
I I I
I I
0
FA
o o o o o ��yo ��yo
Date

MW-11 S (Injection Area Well)
Concentrations vs. Time
30000
t PCE
I I f VC
I Phase I ERD Injection cis-1,2-DC E—w—TCE
25000 I I — —sRsaSD Pilot Test Injection Event
SRS&SD Phase I ERD Injection Event
SRS&SD Phase II ERD Injection Event
I I
J 20000
� I I
� I I
0 I I
15000
� I I
0 i Phase II ERD Injection
10000 -
� I I
� I I
I I
Pilot Test Injection I
5000
� I I
� I I
� I I
0
`LQP tip�� tip�� `Lp�O, tip�� `LQ `LQ,
Date

MW-11 D (Injection Area Deeper Well)
Concentrations vs. Time
1200
I t PCE
t VC
I I cis-1,2-DCE
—Mt—TCE
1 000 SRS®-SD Pilot Test Injection Event
SRS&SD Phase I ERD Injection Event
SRS®-SD Phase II ERD Injection Event
800 I I
J I I
=L I I
C I I
o I
600 Pilot Test Injection
0 400 i I Phase II ERD Injection —
� I I
� I I
I
200 i Phase I ERD Injection '
� I I
� I I
0
Date

Appendix E
SVE System Performance Graphs
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 202
Rpt/Report/PHIIERD_RAPR2DRAFT.doc h a I l h i c k m a n

SVE System Off-Gas VOC Concentration
9,000,000
8,000,000
7,000,000
M
E 6,000,000
c
O 5,000,000
R
L
w+
v 4,000,000
c
O
tU
O 3,000,000
> SVE System Start-up
+a 1/12/2022
O 2,000,000
H
1,000,000
0
OV, 0'� Oa'i Oi Os 06, O>> 0& 0`99 'l0� I<? 'lei 01j 0'� 0'e, Ov O`ri 06,
01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01
Date
Notes:
Tetrachloroethene(PCE)was the only compound detected in the analytical samples collected with the exception of
methylene chloride in June 2023;VOC = volatile organic compound; µg/m3=micrograms per cubic meter
Appendix E (Page 1 of 3)
https://harthick.sha repoi nt.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 2023 Rpt/Report/Tables/Knitronics System Tables_092623.xlsx Hart&Hickman, Pl.

SVE System Cumulative Mass Removal
35,000
30,000
25,000
rn
> SVE System Start-up
E 20,000 1 12 2022
d
W
w
15,000
10,000
5,000
0
0' 0 0?i Oi OSi 06, 0�i Od'i O9i l0, tli lei Oli Obi Obi Oi OS 06i 0>i 08i 09i
O i� 01 01 O� 01 O� O� 01 01 O� O� 01 O� 01 01 i
01 01 0� 01 0� 01
Date
Notes:
Tetrachloroethene (PCE)was the only compound detected in the analytical samples collected.
Ibs= pounds
Appendix E (Page 2 of 3)
https://harthick.sha repoi nt.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 2023 Rpt/Report/Tables/Knitronics System Tables_092623.xlsx Hart&Hickman, Pl./

SVE System Daily Average Mass Removal
180
160
140
120
R
0 100
d
N
UJ 80
SVE System St rt-up
1/12/202
60
40
20
0
Olt" 09
01 01 01 01 01 01 01 01 OZ 01 01 O� O� 01 01 01 01 01 01 01 01
Date
Notes:
Tetrachloroethene (PCE)was the only compound detected in the analytical samples collected.
Ibs= pounds
Appendix E (Page 3 of 3)
https://harthick.sha repoi nt.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-014 Knitronics 2023/PHII ERD/July 2023 Rpt/Report/Tables/Knitronics System Tables_092623.xlsx Hart&Hickman, Pl.