WI0300476_Monitoring (Report)_20241025

PHASE II ERD INJECTION AND SVE
ANNUAL MONITORING REPORT
H&H JOB NO. MOH-015
OCTOBER 25, 2024
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FORMER KNITRONICS FACILITY
No. NCD0002787
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7045860007 9198474241

Phase II ERD Injection and SVE Semi-Annual Monitoring Report
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Table of Contents
1.0 Introduction............................................................................................................................ 1
2.0 Site Background Information...............................................................................................4
2.1 Site Location......................................................................................................................4
2.2 Land Usage and Zoning.....................................................................................................4
2.3 Operational History............................................................................................................ 5
2.4 Area Water Supply Wells .................................................................................................. 5
2.5 Geology and Hydrogeology............................................................................................... 6
3.0 Groundwater Performance Sampling.................................................................................. 7
3.1 Semi-Annual Post Injection Performance Monitoring ..................................................... 7
3.1.1 Groundwater Levels.................................................................................................. 8
3.1.2 VOCs......................................................................................................................... 8
3.1.3 RCRA Metals............................................................................................................ 9
3.2 Geochemical Parameters.................................................................................................. 10
3.2.1 TOC......................................................................................................................... 10
3.2.2 Methane................................................................................................................... 10
3.2.3 Ethane and Ethene................................................................................................... 11
3.2.4 Natural Attenuation Field Measurements............................................................... 11
3.3 Quality Control................................................................................................................ 12
3.4 Investigation Derived Waste............................................................................................ 13
4.0 SVE System Operation........................................................................................................ 14
4.1 SVE System Performance................................................................................................ 15
4.2 SVE Mass Removal......................................................................................................... 17
4.3 Ambient Air Testing........................................................................................................ 17
5.0 Remediation Status Summary and Recommendations.................................................... 19
6.0 Schedule................................................................................................................................21
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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 Annual Groundwater 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 2024)
Figure 6 Potentiometric Map—Deep Wells (July 2024)
Figure 7 Shallow Groundwater PCE Concentrations Map (July 2024)
Figure 8 Deeper Groundwater PCE Concentrations Map (July 2024)
Figure 9 Injection Area Wells VOC Concentrations Map (July 2024)
Figure 10 Shallow Groundwater PCE Concentrations Comparison Map (October 2020/July
2024)
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. In a letter dated March 9, 2018, the Division requested Mohican enter into the
voluntary AA to perform the work necessary to develop and implement a remedial action
program that focused on mitigating potential exposure risks and contaminant mass reduction.
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 was proposed to 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. ERD injections were conducted to reduce contaminant mass in
the groundwater source area such that natural attenuation can proceed for the non-
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source/downgradient areas of the plume. Ultimately, as stated in the RAP, the goal of the
contaminant mass reduction is to reduce source area soil and groundwater concentrations by an
order of magnitude. The RAP was approved by DEQ in a letter dated July 24, 2020.
SVE system installation activities were completed 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 former 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.
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This report includes a summary of the second semi-annual post-injection sampling event
conducted in July 2024. Additionally, the report presents operation and maintenance (O&M)
activities and off-gas sampling results for the SVE system for the latest period of operation.
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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 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.
• West—An industrial property with Paul H Beam Road and residential properties beyond.
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2.3 Operational History
A description of the Site operational history and owners is included in the RAP. Briefly, the Site
was formerly operated as textile dyeing and finishing facility with warehouse storage by third
parties. 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 indicated that widespread PCE impacts
were present 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 pre-
treatment pit to the east of the Site building.
2.4 Area Water Supply Wells
As described in prior reports, water supply wells are located in the area. However, there are no
water supply wells downgradient of the plume and municipal water is available on W. Academy
St. In addition, upgradient and cross-gradient water supply wells were tested multiple times over
several years by H&H and NC DEQ. A deeper monitoring well (MW-2D) between the source
area and the nearest water supply well did not contain impacts above the 2L Groundwater
Standards based on September 2024 data. Based on the lack of VOC compound detections in the
water supply wells, reduction in groundwater PCE concentrations, the lack of downgradient
water supply wells relative to the plume, and recent data for MW-213, the potential for Site
groundwater to impact water supply wells appears to be low. Following submittal of H&H's
Phase II ERD Injection and SVE Semi-Annual Report dated November 6, 2023, DEQ approved
cessation of routine monitoring of water supply wells while noting that concentration trends
should be monitored in that aforementioned monitoring well MW-21).
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2.5 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 red/brown 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. 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 fourth post-injection semi-annual sampling event conducted on July 16 and July 17,
2024, 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-IOS, 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-IOS, MW-I IS, and MW-I ID 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
reduction while the metals analysis is to check for metal solubilization due to changes in aquifer
geochemistry potentially related to the injection.
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Because of a slightly elevated PCE detection limit (<2.2 µg/L) in MW-21) in the July 2024 data,
H&H resampled this well in September 2024. The PCE detection limit for the September 2024
sample from MW-21)was improved and below the 2L Standard.
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 16 and 17, 2024 (Table 1). The estimated potentiometric surface maps for the
shallow (saprolite) and deeper (bedrock) aquifers for the July 2024 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 2024 groundwater sampling results indicate that VOCs remain in groundwater above
2L groundwater standards. PCE was the parent chlorinated solvent in groundwater prior to the
ERD injections, and PCE concentrations have been greatly reduced by the injections. The
maximum PCE concentration detected during the July 2024 sampling event was 36,000 µg/L in
source area well MW-3S. This PCE concentration compares to a pre-injection concentration of
190,000 µg/L in MW-3S in 2019. In other source area wells (MW-6S, MW-9S, MW-10S, MW-
11S, and MW-11D), PCE concentrations varied compared to the January 2024 semi-annual
sampling event. However, in general, PCE concentrations have been significantly reduced over
time by the ERD injections. For example, the PCE concentration in MW-9S in July 2024 was
208 µg/L compared to a pre-injection maximum of 140,000 µg/L in 2019.
For wells located outside of the ERD injection areas and comparing July 2023 and July or
September 2024 data, there was a continued reduction in the PCE concentrations in monitoring
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wells MW-2D, MW-4S, MW-5S and MW-5D and slight increases in PCE concentrations in
wells MW-3D and MW-4D. 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 11 ERD injection events.
The ERD degradation products trichloroethene (TCE), cis-1,2-dichloroethene (cis-1,2-DCE),
vinyl chloride (VC), and ethene generally increased in injection area wells following the ERD
injections. In July 2024, TCE concentrations (up to 28,800 µg/L; MW-3S), cis-1,2-DCE
concentrations (up to 37,800 µg/L; MW-3S); and VC concentrations (up to 2,690 µg/L) in MW-
9S remain. However, while daughter products concentrations are particularly elevated in MW-
3S and MW-9S, ethene concentrations increased in these same two wells comparing July 2023
and July 2024 data. 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 July 2024 is shown on Figure 10. Graphs depicting
the PCE, TCE, cis-1,2-DCE, and VC trends in source area monitoring wells along with the
timing of the ERD injection events are included in Appendix D.
3.1.3 RCRA Metals
To check for metal concentration changes due to potential 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 in July 2024 (Table 2). Only the
concentration of arsenic in MW-11S (18.6 µg/L) exceeded its respective 2L Groundwater
Standard of 10 µg/L. Turbidity (191 NTUs) is also elevated in MW-11 S which is the likely
reason for the elevated arsenic in that well. No metals were detected in downgradient monitoring
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wells above 2L Groundwater Standards. Metals concentrations will continue to be monitored in
the site wells during future post-injection 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 2024 post-injection sampling event is presented
below. Field measurements and laboratory results of the geochemical analyses are summarized
in Table 3, and the laboratory analytical reports are provided in Appendix C.
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-IIS and have generally remained above 20 mg/L in these wells since the
injection. For the July 2024 sampling event, TOC concentrations exceeded 20 mg/L in MW-
3S, MW-9S, and MW-I IS. 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-
1 OS, MW-I I S, and MW-I I D between the baseline sampling event in November 2021 and the
post-injection sampling event in January 2023. Elevated methane levels remain in these same
six source area monitoring wells in July 2024. These concentrations indicate that strongly
reducing conditions have been established in shallow groundwater in the injection area.
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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 (369 µg/L), MW-9S (2,380 µg/L), MW-10S (352
µg/L), and MW-11S (31.2 µg/L) in July 2024. These concentrations provide evidence of
complete degradation of a portion of the PCE in groundwater in the injection area.
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. For the July 2024 dataset, DO
measurements ranged from 0.04 mg/L to 6.35 mg/L in injection area wells MW-3S, MW-6S,
MW-9S, MW-10S, MW-11S, and MW-11D during the July 2023 post-injection sampling
event. Other than low dissolved oxygen levels in MW-3S and MW-10S, the dissolved oxygen
levels exceeded 1 mg/L. However, other parameters such as ORP, ferrous iron and methane
indicate reducing conditions in these source area monitoring wells.
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 5.30 to 6.53 in the injection area wells in
July 2024. 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 18.5 C to 21.8 C in the
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injection area wells in July 2024. 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
reduction (-50 mV to 740 mV). ORP ranged from -164.3 mV to 374.5 mV in the injection area
wells during the July 2024 sampling event. With the exception of the relatively high ORP in
MW-6S, the ORP data were negative indicating reducing conditions favorable for reductive
dechlorination.
Ferrous Iron
H&H used a Hach field test kit to measure ferrous iron. Ferrous iron was detected in four of the
six injection area monitoring wells. The presence of ferrous iron indicates reducing conditions
which is favorable for reductive dechlorination.
3.3 Quality Control
For quality assurance purposes, one duplicate sample (taken at MW-3S) and a laboratory-
prepared trip blank were submitted for analysis of COC VOCs by EPA Method 8260 for the July
2024 sampling event. The duplicate sample contained similar concentrations to the parent
sample particularly for PCE and PCE degradation products. The trip blank did not contain
detectable concentrations of target VOCs other than a trace level of acetone which is a common
laboratory-introduced contaminant. The quality control data indicate that the data collected are
suitable for their intended use. Duplicate sample results are summarized in Table 2.
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3.4 Investigation Derived Waste
Due to elevated compound concentrations near the source area, purge water generated during the
July 2024 sampling event from source area monitoring wells was containerized in a 55-gallon
drum. The drum is approximately 1/2 full and is staged on-site near the remediation building for
additional use.
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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 2024 and September 2024, the SVE system continued to operate
with only brief shut-downs.
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 water 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 prior 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.
SVE Vacuum
Vacuum levels have been maintained at 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 160 standard cubic feet per minute (scfm) to 234 scfm during the current
15
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reporting period with the dilution air valve closed and the blower set to approximately 55 to 58
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 August 6, 2024 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 PCE in the SVE off-gas at a concentration of 420,000 micrograms
per cubic meter(µg/m3). The concentration is greatly reduced compared to the start-up PCE off-
gas concentration of 8,500,000 µg/m3. No other constituents in the off-gas samples were 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.
16
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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
11, 2024, approximately 33,989 lbs of PCE (equivalent to approximately 2,518 gallons) have
been removed by the SVE system. The estimated September 2024 removal rate is 8.8 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
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. Several additional locations were measured near
the Site Building. The prior ambient air monitoring data are summarized on Table 9, and the
locations where measurements were collected are depicted on Figure 11.
Evaluation of the prior ambient air monitoring and the wind speed and direction in the area of the
discharge stack indicate the Site building is upwind or crosswind the majority of the time and
that most downwind locations did not exhibit detectable levels of VOC vapor concentrations
17
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during operation of the SVE system. 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.
18
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SMARTER kwiRONMENGI SOLUTION`.

5.0 Remediation Status Summary and Recommendations
Based on the laboratory analytical results for groundwater samples collected during the four
semi-annual post-injection sampling events, including the most recent data from July 2024,
significant reductions in concentrations of PCE were observed in injection area wells since
implementation of the Phase II ERD remedial actions. 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 the
reductive dechlorination process is proceeding fully to the desired end point. Geochemical
conditions are generally conducive to continued reductive dechlorination in the source area.
As noted in the DEQ-approved RAP, the purpose of the groundwater remedial action was to
reduce contaminant mass in the source area such that natural attenuation can proceed for the non-
source/downgradient areas of the plume. The specific goal of the contaminant mass reduction
was to reduce source area concentrations by an order of magnitude. As noted below, the PCE
concentrations in shallow source area monitoring wells have in essence been reduced by an order
of magnitude.
Comparison of RAP Baseline Groundwater Event (2019) and Current Data (Jul 2024)
for PCE in Shallow Source Area Monitoring Wells
PCE Concentration
Order of
Source Area Baseline (Jan Current (Jul Magnitude
Monitoring Well or Sept 2019) 2024) % Reduction Reduction
MW-3S 87,000 36,000 59 90
MW-6S 14,000 47 100 90
MW-9S 140,000 208 100 90
MW-10S 18,000 4,070 77 1 90
MW-11S 22,000 1.38 100 90
Average 87 90
Based on the remedial efforts to date, which included a pilot test and two phases of ERD
injections, and the above results, H&H is not proposing to conduct additional injections.
19
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However, H&H is proposing to continue groundwater performance monitoring on an annual
basis with slight reductions to the sampling for upgradient wells MW-1 and MW-7S and cross-
gradient well MW-8S.
Based on the long groundwater monitoring history, H&H is proposing the following changes
which will be implemented with the annual sampling event in July 2025 (Table 4):
• discontinue analysis of VOCs and TOC in MW-1
• discontinue analysis of TOC, dissolved gases, and RCRA metals in MW-7S
• discontinue analysis of TOC and dissolved gases in MW-8S
In accordance with the DEQ-approved 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 33,989 lbs of PCE (approximately 2,518 gallons). As
noted below, the PCE concentrations in SVE off-gas have been reduced by more than an order of
magnitude. In addition, significant rebounding did not occur when the SVE system was shut
down for a period of time in October 2023 (Appendix E).
Comparison of PCE Off-Gas Reduction (Jan 2022) and Current Data (Aug 2024)
Order of
SVE Off-Gas Results Magnitude
by TO-15 Baseline (Jan 2022) Current (Aug 2024) % Reduction Reduction
PCE in Off-Gas 8,500,000 420,000 95 90
Based on the soil remedial efforts to date and the above results, H&H is proposing to discontinue
use of the SVE system.
20
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6.0 Schedule
Monitoring reports have been submitted semi-annually for two years following the Phase II ERD
injection. Based on the results described herein, the frequency of groundwater sampling will
now be annually in approximately July. The plan to convert to annual sampling was previously
described in the UIC permit application dated August 17, 2022 as approved by UIC Permit
#WI0300476 dated August 19, 2022.
Each annual report will be submitted within approximately 90 days of the annual sampling event.
Reports will include groundwater data, copies of laboratory analytical data, summary tables,
figures, and other information.
A Final Project Evaluation (FPE) for the UIC permit is to 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. The need for either a FPE or
interim report will be decided prior to the UIC permit expiration date of July 31, 2027.
21
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SMARTER kwiRONMENGI SOLUTION`.

Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
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.
Table 1(Page 1 of 5)
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
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.
Table 1(Page 2 of 5)
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
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.
Table 1(Page 3 of 5)
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Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
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 22.90 872.9
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 30.20 882.92
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.
Table 1(Page 4 of 5)
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9/612024 Hart&Hickman,PC

Table 1
Summary of Groundwater Elevation Measurements
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
January 22,2024 July 16-17,2024
Monitoring Total Lithology of Surface Screened TOC Approximate Groundwater Groundwater
Well ID Depth Screened Casing Depth Interval Elevation Screened Interval Latitude Longitude DTW(ft) Elevation DTW(ft) Elevation
(ft bgs) Interval (ft bgs) (ft bgs) (ft msi) (ft msi) (ft msl) (ft msl)
MW-1 35 Saprolite N/A 20-35 912.98 878-893 35.36883 -81.40399 32.30 880.68 29.15 883.83
MW-2S 33 Saprolite N/A 20-35 907.91 873-888 35.36863 -81.40203 29.18 878.73 27.39 880.52
MW-2D 120 PWR 105 115-120 907.74 788-793 35.36862 -81.40206 26.94 880.80 25.27 882.47
MW-3S 37 Saprolite N/A 22-37 909.01 872-887 35.36988 -81.40085 34.73 874.28 30.27 878.74
MW-3D 102 PWR 92 97-102 907.65 806-811 35.36977 -81.40052 34.94 872.71 30.32 877.33
MW-4S 28 Saprolite N/A 13-28 897.30 869-884 35.37059 -81.39922 26.81 870.49 23.06 874.24
MW-4D 67 PWR 56 57-67 897.21 830-840 35.37057 -81.39921 26.85 870.36 23.20 874.01
MW-5S 28 Saprolite N/A 13-28 895.80 868-883 35.36916 -81.39925 26.56 869.24 23.10 872.70
MW-5D 84 PWR 74 79-84 895.88 813-817 35.36917 -81.39925 26.68 869.20 22.70 873.18
MW-6S 46 Saprolite N/A 31-46 914.73 869-884 35.36951 -81.40137 39.06 875.67 35.65 879.08
MW-7S 45 Saprolite N/A 30-45 913.12 868-883 35.36984 -81.40175 33.80 879.32 30.45 882.67
MW-8S 43 Saprolite N/A 28-43 898.16 855-870 35.37111 -81.39789 35.08 863.08 33.05 865.11
MW-9S 40 Saprolite N/A 25-40 907.19 867-882 35.36996 -81.40066 32.33 874.86 27.48 879.71
MW-10S 42 Saprolite N/A 27-42 907.23 865-880 35.37001 -81.40054 32.77 874.46 27.95 879.28
MW-11S 39 Saprolite N/A 24-39 907.59 868-883 35.37000 -81.40057 33.10 874.49 28.50 879.09
MW-11D 75 Saprolite N/A 65-75 907.78 832-842 35.37002 -81.40058 32.68 875.10 28.29 879.49
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-51)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.
Table 1(Page 5 of 5)
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9/612024 Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Sample ID MW-1 MW-2S MW-2D Non-Residential
Sample Date 2/5/2016 2/18/2016 1/6/2017 9/25/2019 10/26/2020 11/16/2021 7/12/2023 7/16/2024 2/5/2016 1/6/2017 2/23/2017 11/21/2017 9/25/2019 10/26/2020 11/16/2021 7/12/2023 7/16/2024 2/5/2016 1/6/2017 2/23/2017 11/21/2017 9/25/2019 10/26/2020 11/16/2021 7/13/2023 7/16/2024 9/11/2024 2L Standard i'I GWSL izl
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 /L
TCL VOCs(826013)
Acetone <5.0 <5.0 <10 <5.0 <0.31 <1.80 <1.80 <1.80 <5.0 <10 <10 <0.31 <5.0 <0.31 <1.80 <1.80 <1.80 <5.0 <70 29 30 <0.31 <5.0 <0.31 <1.80 2.86 J <18.0 <1.80 6,000 NS
Carbon disulfide <5.0 <5.0 <5.0 <5.0 <0.075 <0.150 <0.150 <0.150 <5.0 <5.0 <5.0 <0.075 <5.0 <0.075 <0.150 <0.150 <0.150 <5.0 5.0 10.0 9.2 <0.075 <5.0 <0.075 <0.150 <0.150 <2.50 <0.150 700 1,000
Chloroform <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <0.076 <0.50 <0.076 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 <0.076 <0.50 <0.076 <0.220 <0.220 <2.20 <0.220 70 3.6
Chlorobenzene <0.50 <0.50 <1.0 <0.50 <0.062 <0.190 <0.190 <0.190 <0.50 <1.0 <1.0 <0.062 <0.50 <0.062 <0.190 <0.190 <0.190 <0.50 <1.0 <1.0 <1.0 <0.062 <0.50 <0.062 <0.190 <0.190 <1.90 <0.190 50 340
Chloromethane <0.50 <0.50 <1.0 <0.50 <0.079 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <0.079 <0.50 <0.079 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 <0.079 <0.50 <0.079 <0.220 <0.220 <2.20 <0.220 3 220
1,2-Dichlorobenzene <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <0.054 <0.50 <0.076 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 0.076 <0.50 <0.076 <0.220 <0.220 <2.20 <0.220 20 2,200
1,4-Dichlorobenzene <0.50 <0.50 <1.0 <0.50 <0.050 <0.210 <0.210 <0.210 <0.50 <1.0 <1.0 <0.050 <0.50 <0.050 <0.210 <0.210 <0.210 <0.50 <1.0 <1.0 <1.0 <0.050 <0.50 <0.050 <0.210 <0.210 <2.10 <0.210 6 11
1,1,1,2-Tetrachloroethane <0.50 <0.50 <1.0 <0.50 <0.11 <0.160 <0.160 <0.160 <0.50 <1.0 <1.0 <0.11 <0.50 <0.11 <0.160 <0.160 <0.160 <0.50 <1.0 <1.0 <1.0 <0.11 <0.50 <0.11 <0.160 <0.160 <1.60 <0.160 1 16
1,1-Dichloroethylene <0.50 <0.50 <1.0 <0.50 <0.083 <0.150 <0.150 <0.150 <0.50 <1.0 <1.0 <0.083 <0.50 <0.083 <0.150 <0.150 <0.150 <0.50 <1.0 <1.0 <1.0 <0.083 <0.50 <0.083 <0.150 <0.150 <1.50 <0.150 350 160
1,2,3-Trichlorobenzene <2.0 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 <2.0 <2.0 <2.0 <0.40 <2.0 <0.40 <0.380 <0.380 <0.380 <2.0 <2.0 <2.0 <2.0 <0.40 <2.0 <0.40 <0.380 <0.380 <3.80 <0.380 NS NS
1,2,4-Trichlorobenzene <1.0 <1.0 <1.0 <1.0 <0.13 <0.380 <0.380 <0.310 <1.0 <1.0 <1.0 <0.13 <1.0 <0.13 <0.380 <0.380 <0.380 <1.0 <1.0 <1.0 <1.0 <0.13 <1.0 <0.13 <0.380 <0.380 <3.10 <0.310 70 30
cis-1,2-Dichloroethene <0.50 <0.50 <1.0 <0.50 <0.056 0.219 J <0.200 <0.200 <0.50 <1.0 <1.0 <0.056 <0.50 <0.056 <0.200 <0.200 <0.200 <0.50 <1.0 <1.0 <1.0 <0.056 <0.50 <0.056 0.290 J <0.200 <2.00 <0.200 70 210
trans-1,2-Dichloroethene <0.50 <0.50 <1.0 <0.50 <0.094 <0.180 <0.180 <0.180 <0.50 <1.0 <1.0 <0.094 <0.50 <0.094 <0.180 <0.180 <0.180 <0.50 <1.0 <1.0 <1.0 <0.094 <0.50 <0.094 <0.180 <0.180 <1.80 <0.180 100 91
Ethylbenzene <0.50 <0.50 <1.0 <0.50 <0.061 <0.170 <0.170 <0.170 <0.50 <1.0 <1.0 <0.061 <0.50 <0.061 <0.170 <0.170 <0.170 <0.50 <1.0 <1.0 <1.0 <0.061 <0.50 <0.061 <0.170 <0.170 <1.70 <0.170 600 15
Methyl Butyl Ketone <0.50 <0.50 <1.0 <0.50 <0.065 <0.380 <0.380 <0.380 <0.50 <1.0 <1.0 <0.065 <0.50 <0.065 <0.380 <0.380 <0.380 <0.50 <1.0 <1.0 <1.0 <0.065 <0.50 <0.065 <0.380 <0.380 <3.80 <0.380 40 6,900
Methyl Ethyl Ketone <0.50 <0.50 <1.0 <0.50 <0.24 <0.710 <0.710 <0.710 <0.50 <1.0 <1.0 <0.24 <0.50 <0.24 <0.710 <0.710 <0.710 <0.50 <1.0 <1.0 <1.0 <0.24 <0.50 <0.24 <0.710 <0.710 22.6 J <0.710 4,000 1,900,000
Methylene Chloride <0.50 <0.50 <1.0 <0.50 <0.083 <0.330 <0.330 <0.330 <0.50 <1.0 <1.0 <0.083 <0.50 <0.083 <0.330 <0.330 <0.330 <0.50 <1.0 <1.0 <1.0 <0.083 <0.50 <0.083 <0.330 <0.330 <3.3 <0.330 5 4,000
Tetrachloroethene 16 <1.0 <0.50 0.84 <0.220 <0.220 <0.220 7.0 <1.0 <1.0 <0.098 <0.50 <0.098 <0.220 <0.220 <0.220 <0.50 11 21 20 4.4 6.4 0.85 4.42 0.981 <2.2 0.673 0.7 48
Toluene <0.50 <0.50 <1.0 <0.50 <0.044 <0.220 <0.220 0.234 J <0.50 <1.0 <1.0 <0.044 <0.50 <0.044 <0.220 <0.220 <0.220 <0.50 <1.0 <1.0 <1.0 <0.044 <0.50 <0.044 <0.220 0.452 J <2.2 0.741 600 16,000
Trichloroethene <0.50 <0.50 <2.0 <0.50 <0.078 <0.180 <0.180 <0.180 <0.50 <2.0 <2.0 <0.078 <0.50 <0.078 <0.180 <0.180 <0.180 <0.50 <2.0 <2.0 <2.0 <0.078 <0.50 <0.078 <0.180 <0.180 <1.80 <0.180 3 4.4
Trichlorofluoromethane <0.50 <0.50 <2.0 <0.50 <0.062 <0.180 <0.180 <0.180 <0.50 3.9 2.0 0.65 J 1.7 1.6 1.52 0.811 0.548 3.7 2.0 2.0 2.0 <0.062 0.69 1.4 1.09 0.767 <1.8 0.709 2,000 NS
Xylenes <1.50 <1.50 <3.0 <1.5 <0.15 <0.21 <0.21 <0.21 <1.50 <3.0 <3.0 <0.15 <1.5 <0.15 <0.21 <0.21 <0.21 <1.50 <3.0 <3.0 <3.0 <0.15 <1.5 <0.15 <0.21 <0.21 <2.1 <0.21 500 320
Vin I Chloride <0.50 <0.50 1 <1.0 1 <0.50 <0.097 1 <0.170 <0.170 1 <0.170 <0.50 1 <1.0 <1.0 1 <0.076 <0.50 1 <0.097 1 <0.170 <0.170 1 <0.170 <0.50 1 <1.0 <1.0 <1.0 <0.076 1 <0.50 <0.097 1 <0.170 <0.170 1 <1.70 <0.17 1 0.03 2.5
SVOCs(8270E)
Bis 2-Eth Ihex 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/6020BI7470AISM3500) NA
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 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 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 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 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 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 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 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 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 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 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 NA NA NA NA 20 NS
Thallium NA I NA I NA I NA I NA I NA I NA I 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 2024.
3)Benzene also detected in MWA 1 D on January 9,2019,at a concentration of 0.28 J µg/L,in MWA 1 S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S at a concentration of 0.609 pg/L and in its associated duplicate sample at a concentration of 0.502 H pg/L on January 23,2024.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,2021,in MW-3S at a concentration of 0.296 J pg/L in January 23,2024,
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroethane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1.4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
"=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 an4j Ct indicates aMedance of 2L Standard and the GWSL.i
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
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)
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Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Sample ID MW-3S/Dup-1/GW-DUP-1/GW-DUP(MW-3S)/DUP-1 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 8/1112021' 11/16/2021 1/11/2023 7/14/2023 1/23/2024 7/17/2024 2L Standard i'I GWSL izl
Units /L /L /L /L /L /L /L /L /L /L /L /L /L µ/L p/L
TCL VOCs(8260B)
Acetone <500 <1,000 <1,000 <1,000 <1,000 <1,000 <500 <500 <500 <500 <31 <31 120J 144J <180 <180 <1.80 <1.80 <1.80 <1.80 <1,800 <180 <1,800 69.3 202 <180 <180 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 <0.150 2.48 <15.0 <15.0 700 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 0.780 0.829 <22.0 <22.0 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 3.02 16.5 <19.0 20.9 J 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 <0.220 <0.220 <22.0 <22.0 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 0.619 0.858 <22.0 <22.0 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 0.509 1.26 <21.0 <21.0 6 11
1,1,1,2-Tetmchloroethane <50 <100 <100 <100 <100 82 75 <11 <11.0 <11.0 <16.0 <16.0 3.18 2.89 4.13 4.30 <160 <16.0 <160 9.38 0.433 <16.0 <16.0 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 23.7J <240 28.3 59.3 77.0 66.4 350 160
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 <0.380 <0.380 <38.0 <38.0 NS NS
1,2,4-Trichlorobenzene <100 <100 <100 <100 <100 <100 <100 -100 <100 <100 30 J 22 J <13.0 <13.0 43.71443�'� 5.77 7.19 <310 <31.0 <310 3.35 1.87 116 133 70 30
cis-1,2-Dichloroethene 140 150 210 190 190 110 120 210 120 110 102 110 164 144 65.8 66.6 70 210
trans-1,2-Dichloroethene <50 <100 <100 <100 <100 c100 <50 <50 <50 <50 c9.4 <9.4 <9.40 <9.40 <78.0 <18.0 1.13 0.210 J 0.254 J <180 <18.0 <180 100 91
Elhylbenzene <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 <170 <17.0 <170 0.952 2.69 <17.0 <17.0 600 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 <380 <38.0 <380 <0.380 <0.380 <38.0 <38.0 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 <710 <71.0 <710 50.0 466 <71.0 <71.0 4,000 1,900,000
Methylene Chloride <50 <111 <100 <111 <100 <100 <50 <50 <50 <50 <8.3 <8.3 <8.30 <8.311 <33.0 <33.0 <0.330 <0,330 <0.330 <330 <33.0 <330 0.411 J 5.59 <33.0 <33.0 5 4,000
Tetrachloroethene 87,000 76,000 66,000 63,0 90,000 82,000 78,000 43,000 42,000 27,200 25,600 16,300 15,300 14,50036,000 35,600 0.7 48
Toluene FW20,000
<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 <220 <22.0 <220 0.367 J 1.95 <22.0 <22.0 600 16,000
Trichloroethene 300 50 260 0 260 16017,500 28,800 _0 3 4.4
Trichlorofluoromethane <200 <200 c200 c200 <200 <50 <50 <50 <50 <6.2 <6.2 <6.20 <6.20 <18.0 <18.0 <0.180 <0.180 <0.180 <180 <18.0 <180 <0.180 <0.180 <18.0 <18.0 2,000 NS
Xylenes <300 <300 <300 <300 <300 <150 <150 <150 <150 <15 <15 <4.4 <4.4 <21 <21 0.315 J 0.331 J <0.21 <0.21 <210 <21 <210 2.77 6.88 24.1 J <21. 5500 320
Vinyl Chloride <50 <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 0.03 2.5
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 NA NA NA NA 3 NS
Metals(6010CI6020B/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 7.24 NA 1.7 NA 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 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 29.1 104 NA 13.5 NA 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 <0.350 NA <0.150 NA 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 46.1 NA <1.00 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 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 20.3 NA 0.588 J 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 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 0.10 J NA <0.0007 NA 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 2.66 NA <2.30 NA 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 0.0796 J NA <0.130 NA 20 NS
Thallium NA NA NA NA NA NA NA NA NA NA NA NA NA NA I NA NA NA NA NA NA NA I 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 2024.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/L,in MW-11S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S on January 23,2024,at a concentration of 0.609 pg/L.
4)2-Chlorololuene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,2021,in MW-3S at a concentration of 0.296 J pg/L in January 23,2024,
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroelhane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1,4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
'=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
pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 datasel,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 2 of 7)
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,orenoz. Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Sample ID MW-3D/Dup-1(MW-3D) MW-4S/Dup-2(MW-4S) MW-4D ��� Non-Residential
Sample Date 2/5/2016 1/10/2017 9/25/2019 10/26/2020 11/16/2021 7/13/2023 7/16/2024 2/5/2016 1/10/2017 9/25/2019 10/27/2020 11/16/2021 1/11/2023 7/12/2023 7/17/2024 2/5/2016 1/10/2017 9/55/2019 10/27/2020 11/16/2021 1/11/2023 7/12/2023 7/17/2024 2L Standard GWSL 121
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 2.2 J 3.1 J 2.04 J <1.80 2.46 J <5.0 <10 c5.0 <5.0 <0.31 <1.80 <1.80 <1.80 <1.80 6.7 <10 <5.0 <0.31 <1.80 <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 <0.150 <5.0 <5.0 <5.0 <5.0 <0.075 <0.150 <0.150 <0.150 <0.150 <5.0 <5.0 <5.0 <0.075 <0.150 <0.150 <0.150 <0.150 700 1,000
Chloroform <0.50 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 0.62 <1.0 <0.50 <0.50 <0.076 <0.220 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.076 <0.220 <0.220 <0.220 <0.220 70 3.6
Chlorobenzene <0.50 <0.50 <1.0 <0.50 <0.062 <0.190 <0.190 <0.190 <0.50 <1.0 <0.50 <0.50 <0.062 <0.190 <0.190 <0.190 <0.190 <0.50 <1.0 <0.50 <0.062 <0.190 <0.190 <0.190 <0.190 50 340
Chloromethane <0.50 <0.50 <1.0 <0.50 <0.079 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.50 <0.079 <0.220 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.079 <0.220 <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 <0.220 <0.50 <1.0 <0.50 <0.50 <0.076 <0.220 <0.220 <0.220 <0.220 <0.50 <1.0 <0.50 <0.076 <0.220 <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 <0.210 <0.50 <1.0 <0.50 <0.50 <0.050 <0.210 <0.210 <0.210 <0.210 <0.50 <1.0 <0.50 <0.050 <0.210 <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 <0.160 <5.0 <1.0 <0.50 <0.50 <0.11 <0.160 <0.160 <0.160 <0.160 <0.50 <1.0 <0.50 <0.11 <0.160 <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 <0.150 <0.50 <1.0 <0.50 <0.50 <0.083 <0.150 <0.150 <0.150 <0.150 <0.50 <1.0 <0.50 <0.083 <0.150 <0.150 <0.150 <0.150 350 160
1,2,3-Tdchlorobenzene <2.0 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 <2.0 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 <0.380 <2.0 <2.0 <2.0 <0.40 <0.380 <0.380 <0.380 <0.380 NS NS
1,2,4-Tdchlorobenzene <1.0 <1.0 <1.0 <1.0 <0.13 <0.380 <0.380 <0.310 <1.0 <1.0 <1.0 <1.0 <0.13 <0.380 <0.310 <0.310 <0.310 <1.0 <1.0 <1.0 <0.13 <0.380 <0.310 <0.310 <0.310 70 30
cis-1,2-Dichloroethene 1.2 1.2 <1.0 1.3 0.74 0.578 0.965 <0.200 <0.50 <1.0 <0.50 <0.50 <0.056 <0.200 <0.200 <0.200 <0.200 <0.50 <1.0 <0.50 <0.056 <0.200 <0.200 <0.200 <0.200 70 210
tmns-1,2-Dichloroethene <0.50 <0.50 <1.0 <0.50 <0.094 <0.180 <0.180 <0.180 <0.50 <1.0 <0.50 <0.50 <0.094 <0.180 <0.180 <0.180 <0.180 <0.50 <1.0 <0.50 <0.094 <0.180 <0.180 <0.180 <0.180 100 91
Elhylbenzene <0.50 <0.50 <1.0 <0.50 <0.061 <0.170 <0.170 <0.170 <0.50 1.2 <0.50 <0.50 0.25 J 0.990 0.284 J 0.614 <0.170 <0.50 <1.0 <0.50 <0.061 <0.170 <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 <0.380 <0.50 <1.0 <0.50 <0.50 <0.065 <0.380 <0.380 <0.380 <0.380 <0.50 <1.0 <0.50 <0.065 <0.380 <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 <0.710 <0.50 <1.0 <0.50 <0.50 <0.24 <0.710 <0.710 <0.710 <0.710 <0.50 <1.0 <0.50 <0.24 <0.710 <0.710 <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 <0.330 <0.50 <1.0 <0.50 <0.50 <0.083 <0.330 <0.330 <0.330 <0.330 <0.50 <1.0 <0.50 <0.083 <0.330 <0.330 <0.330 <0.330 5 4,000
Tetrachloroethene 460 450 2 130 80 262 34.9 36.2 17 45 32 24 36.4 30.2 12 7.1. 7.1 0.94 0.270 J 2.46 <0.220 0.226 J 0.7 48
<0.50 0.22 J <0.220 <0.220 <0.220 <0.220 600 16,00
0
Tdchloroethene 84 0.70 0.67 0.38 J 0.350 J 0.327 J c0.180 <0.50 <2.0 <0.50 <0.50 <0.180 <0.180 <0.180 <2.0 <0.50 <0.078 <0.180 <0.180 <0.180 <0.180 3 4.4
Tdchlorofluoromethane <0.50 -0.50 <2.0 <0.50 <0.062 <0.180 <0.180 <0.180 <0.50 <2.0 <0.50 <0.50 062 <0 <0.180 <0.180 <0.180 <2.0 <0.50 <0.062 <0.180 <0.180 <0.180 <0.180 2,000 NS
Xylenes <1.50 <1.5 <3.0 <1.50 <0.15 <0.21 <0.21 <0.21 <1.50 <3.0 <1.5 <1.5 <0.21 <0.21 <0.21 <3.0 <1.5 <0.15 <0.21 <0.21 <0.21 <0.21 500 320<70Toluene <0.50 <0.50 <1.0 <0.50 <0.044 <0.220 0.235 J <0.220 <0.50 <1.0 <0.50 <0.50 044 <0.22 <0.220 <0.220 <0.220
8
09 01Vin I Chloride <0.50 c0.50 <1.0 <0.50 <0.097 <0.170 < .170 c0.170 <5.0 <7.0 <0.50 <0.50 << 07 < <0.170 <0.170 <0.170
<7.0 <0.50 1 <0.097 <0.170 1 <0.170 <0.170 1 <0.170 0.03 2.5
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 NA NA 3 NS
Metals(6010CI6020B/7470A/SM3500)
Arsenic NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.297 <0.297 <0.490 NA NA NA NA NA 0.484 J 0.536 J <0.490 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 1 NS
Barium NA NA NA NA NA NA NA NA NA NA NA NA NA NA 23.6 17.8 13.3 NA NA NA NA NA 19.7 16.7 17.4 700 NS
Cadmium NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.350 <0.350 <0.150 NA NA NA NA NA <0.350 <0.350 <0.150 2 NS
Chromium NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.414 J 1.19 <1.00 NA NA NA NA NA 0.407 J 3.14 <1.00 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 NS NS
Lead NA NA NA NA NA NA NA NA NA NA NA NA NA NA 0.875 J 0.923 J <0.500 NA NA NA NA NA 0.287 J 1.07 <0.500 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 50 NS
Mercury NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.13 <0.13 <0.07 NA NA NA NA NA <0.13 <0.13 <0.07 1 NS
Selenium NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.703 <0.703 <2.30 NA NA NA NA NA <0.703 <0.703 <2.30 20 NS
Silver NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.0570 <0.0570 <0.130 NA NA NA NA NA <0.0570 <0.0570 <0.130 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 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 2024.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/L,in MW-11S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S on January 23,2024,at a concentration of 0.609 pg/L.
4)2-Chlorololuene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,2021,in MW-3S at a concentration of 0.296 J pg/L in January 23,2024,
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroelhane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1,4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
=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. am
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
pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 datasel,TCL reported to extent possible by laboratory)
J=Estimated value between laboratory reporting limit and method detection limit.
Table 2(Page 3 of 7)
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,orenoz. Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Sample ID MW-5S MW-5D MW-6S/Dup-1(MW-6S) Non-Residential
Sample Data 2/5/2016 1/10/2017 9/25/2019 10/26/202011/16/2021 1/11/2023 7/13/2023 7/16/2024 2/5/2016 1/6/2017 9/25/2019 10/26/202011/16/2021 1/11/2023 7/13/2023 9/20/2023 7/17/2024 1/10/2017 9/25/2019 10/31/201910/66/2020 2/11/2021 5/14/2021 8/11/2021 11/16/2021 1/10/2023 7/12/2023 1/22/2024 7/17/2024 2L Standard pl 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 /L /L /L
TCL VOCs(8260B)
Acetone <5.0 <10 <0.70 <0.31 <1.80 <1.80 <1.80 1.95 J <50 <10 2.2 J <3.1 <1.80 <1.80 <1.80 NA <1.80 <100 <100 <50 <50 <31 <31.0 <18.0 <1.80 <1.80 8.91 <1.80 <1.80 <1.80 6,000 NS
Carbon disulfide <5.0 <5.0 <0.36 <0.075 <0.150 <0.150 <0.150 <0.150 <50 <5.0 <5.0 <0.75 <0.150 <0.150 <0.150 NA <0.150 <50 <50 <50 <50 <7.5 <7.50 <1.50 <0.150 <0.150 <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 <0.220 <5.0 <1.0 0.67 <0.76 0.276 J 0.265 J 0.425 J NA 0.221 J <10 <10 11 7.5 <7.6 <7.60 4.83 J 3.73 1.62 1.08 0.609 <0.220 <0.220 70 3.6
Chlorobenzene <0.50 <1.0 <0.34 <0.062 <0.190 <0.190 <0.190 <0.190 <5.0 <1.0 <0.34 <0.062 <0.190 <0.190 <0.190 NA <0.190 <10 <10 <50 <5.0 <6.2 <6.20 <1.90 <0.190 <0.190 <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 <0.220 <5.0 <1.0 0.33 J <0.79 <0.220 <0.220 <0.220 NA <0.220 <10 <10 <50 <5.0 <7.9 <7.90 <2.20 <0.220 <0.220 <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 <0.220 <5.0 <1.0 <0.50 <0.76 <0.220 <0.220 <0.220 NA <0.220 <10 <10 <50 <5.0 <50 <7.60 <2.20 <0.220 <0.220 <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 <0.210 <5.0 <1.0 <0.50 <0.50 <0.210 <0.210 <0.210 NA <0.210 <10 <10 <50 <5.0 <50 <5.00 <2.10 <0.210 <0.210 <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 <0.160 <5.0 <1.0 0.84 <1.1 0.403 J 0.329 J 0.436 J NA <0.160 <10 <10 3.7 J <5.0 <11 <11.0 <1.60 <0.160 0.443 J <0.160 <0.160 <0.160 <0.160 1 16
1,1-Dichloroethylene <0.50 <1.0 <0.35 <0.083 <0.150 <0.150 <0.150 <0.150 <5.0 2.7 <0.50 <0.83 <0.150 <0.150 <0.150 NA <0.150 <10 <10 <5.0 <5.0 <8.3 <8.30 <1.50 <0.150 <0.150 <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 <0.380 <20 <2.0 <2.0 <4.0 <0.380 <0.380 <0.380 NA <0.380 <20 <20 <20 <20 <200 <40.0 <3.80 <0.380 <0.380 <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 <0.310 <10 <1.0 <0.44 <1.3 <0.380 <0.310 <0.310 NA <0.310 <10 <10 <10 <10 <13 <13.0 <3.10 <0.310 <0.380 <0.310 <0.310 <0.310 <0.310 70 30
cis-1,2-Dichloroethene <0.50 <1.0 <0.40 <0.056 0.724 <0.200 <0.200 <0.200 <5.0 24 3.5 J 5.45 4.29 1.64 NA 2.56 12 11 120 68 42 J 37.3 J 33.5 28.2 11.8 0.999 17.4 10.4 12.3 70 210
trans-1,2-Dichloroethene <0.50 <1.0 <0.27 <0.094 <0.180 <0.180 <0.180 <0.180 <5.0 <1.0 <0.50 <0.94 <0.180 <0.180 <0.180 NA <0.180 <10 <10 <5.0 <5.0 <9.4 <9.40 <1.80 <0.180 <0.180 <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 <0.170 <5.0 <10 <0.50 <0.61 <0.170 <0.170 <0.170 NA <0.170 <10 <10 <5.0 <5.0 <6.1 <6.10 <1.70 <0.170 <0.170 <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 <0.380 <5.0 <1.0 <0.50 <0.65 <0.380 <0.380 <0.380 NA <0.380 <10 <10 <5.0 <5.0 <6.5 <6.50 <3.80 <0.380 <0.380 <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 <0.710 <5.0 <1.0 <0.50 <2.4 <0.710 <0.710 <0.710 NA <0.710 <10 <10 <5.0 <5.0 <24 <24.0 <7.10 <0.710 <0.710 <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 <0.330 <5.0 <1.0 <0.50 <0.83 <0.330 <0.330 <0.330 NA <0.330 <10 <10 <5.0 <5.0 <8.3 <8.30 <3.30 <0.330 <0.330 <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 1.43 1,700 240 1,100 56 NA 3,300 3,400 14,000 9,800 4, Z940 Z920 18.3 46.8 0.7 48
Toluene <0.50 <1.0 <0.35 <0.044 <0.220 <0.220 <0.220 <0.220 <5.0 <1.0 <0.50 <0.44 <0.220 <0.220 <0.220 NA <0.220 <10 <10 <5.0 <5.0 <4.4 <4.40 <2.20 <0.220 <0.220 <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 <0.180 5.5 _49 6.3 4.3 J 3.60 2.79 3.50 NA 1.51 9.5 J 9.0 J 48 <7.80 13.3 11.5 0.747 1.61 0.477 J 0.799 3 4.4
Trichlorofluoromethane <0.50 <2.0 <0.24 <0.062 <0.180 <0.180 <0.180 <0.180 <5.0 <2.0 <0.50 <0.62 <0.180 <0.180 <0.180 NA <0.180 <20 <20 <5.0 <5.0 <6.2 <6.20 <1.80 <0.180 <0.180 <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 <0.21 <15.0 <3.0 <1.5 <1.5 <0.21 <0.21 <0.21 NA <0.21 <30 <30 <15 <15 <15 <4.4 <2.1 <0.21 <0.21 <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 <0.170 <5.0 <1.0 <0.50 <0.97 <0.170 <0.170 <0.170 NA <0.170 <10 <10 <5.0 <5.0 <9.7 <9.70 <1.70 <0.170 <0.170 <0.170 <0.170 <0.170 <0.170 0.03 2.5
SVOCs(8270E)
Bis 2-Eth Ihex hthalate NA NA 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 NA NA 3 NS
Metals(6010C/6020B/7470A/SM3500)
Arsenic NA NA NA NA NA <0.297 <0.297 <0.490 NA NA NA NA NA <0.297 <0.297 NA <0.490 NA NA NA NA <0.17 0.355 J <0.170 <0.170 <0.170 0.580 J 0.444 J 2.15 <0.490 10 NS
Antimony NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.49 NA NA NA <0.490 NA NA NA NA 1 NS
Barium NA NA NA NA NA 16.2 11.4 11.2 NA NA NA NA NA 9.54 20 NA 8.8 J NA NA NA NA 19 23.0 18.6 18.6 18.8 81.4 23.8 68.1 8.73 J 700 NS
Cadmium NA NA NA NA NA <0.350 <0.350 <0.150 NA NA NA NA NA <0.350 <0.350 NA <0.150 NA NA NA NA <0.16 <0.160 <0.160 <0.160 <0.160 <0.350 <0.350 <0.350 <0.150 2 NS
Chromium NA NA NA NA NA <0.346 0.536 J <1.00 NA NA NA NA NA <0.346 42.9 <2,<2` <1.00 NA NA NA NA 1.3 J 1.16 J <0.790 <0.790 <0.790 3.97 2.74 15.0 <7.00 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 NA NA NS NS
Lead NA NA NA NA NA 0.560 J 0.849 J <0.500 NA NA NA NA NA <0.264 0.677 J NA <0.500 NA NA NA NA 0.84 J 1.43 <0.260 0.490 J 0.325 J 5.47 2.27 15.7 1.69 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 NA NA 50 NS
Mercury NA NA NA NA NA <0.13 <0.13 <0.07 NA NA NA NA NA <0.13 <0.13 NA <0.07 NA NA NA NA <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 0.10 J <0.07 1 NS
Selenium NA NA NA NA NA <0.703 <0.703 <2.30 NA NA NA NA NA <0.703 <0.703 NA <2.30 NA NA NA NA 0.83 J <0.740 <0.740 <0.740 <0.740 0.754 J <0.703 <0.703 <2.30 20 NS
Silver NA NA NA NA NA <0.0570 <0.0570 <0.130 NA NA NA NA NA <0.0570 <0.0570 NA <0.130 NA NA NA NA <0.11 <0.110 <0.110 <0.110 <0.110 <0.0570 <0.0570 0.136 J <0.130 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 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 2024.
3)Benzene also detected in MWA 1 D on January 9,2019,at a concentration of 0.28 J µg/L,in MWA 1 S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S on January 23,2024,at a concentration of 0.609 pg/L.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,2021,in MW-3S at a concentration of 0.296 J pg/L in January 23,2024,
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroethane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1,4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
"=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
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)
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,orenoz. Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Sample ID MW-7S/Dup-04(MW-7S) MW-8S MW-9S/GW-DUP(MW-9S) ��� Non-Residential
Sample Date 11/21/2017 1/9/2019 9/25/2019 1 //26/2020 2/10/2021 5/14/2021 8/11/2021 11/16/2021 1/00/2023 7/13/2023 1/22/2024 7/16/2024 12/1/2017 9/25/2019 10/27/2020 11/16/2021 7/22/2023 7/16/2024 1/9/2019 �312712019 6/25/2019 9/25/201 110/26/2020 2/10/2021 5/14/2021 8/11/2021 11/16/2021° 1/10/2023 7/14/2023 1/23/2024 7/17/2024 2L Standard GWSL 121
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 /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 <1.80 <1.81 <0.31 2.4 J <0.31 <1.80 <1.80 <1.80 <5,000 10,000 <500 <500 <310 <31.0 <180 <180 8.05 <180 <1,800 <1,800 <180 <180 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 <0.150 <0.150 <0.075 <5.0 <0.075 <0.150 <0.150 <0.150 <2,500 <5,000 <5000 <500 <75 <7.50 <15.0 <15.0 <0.150 <15.0 <150 <150 <15.0 <15.0 700 1,000
Chloroform 10 <0.076 <1.0 <0.50 <0.076 <0.076 <0.220 <0.220 <0.220 <0.220 <0.220 <0.220 <0.220 <0.076 <0.50 <0.076 <0.220 <0.220 <0.220 <500 <1,000 <500 <50 <76 <7.60 <22.0 <22.0 <0.220 <22.0 <220 <220 <22.0 <22.0 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 <0.190 <0.190 <0.062 <0.50 <0.062 <0.190 <0.190 <0.190 <500 <1,000 <500 79 <62 <6.20 24.1 J <19.0 48.0 <19.0 <190 <190 38.8 J <19.0 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 <0.220 <0.220 <0.079 0.47 J <0.079 <0.220 <0.220 <0.220 <500 <1,000 <500 <50 <79 <7.90 <22.0 <22.0 1.92 <22.0 <220 <220 <22.0 <22.0 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 <0.220 <0.220 <0.076 <0.50 <0.076 <0.220 <0.220 <0.220 <500 <1,000 <500 <50 <76 <7.60 <22.0 <22.0 1.39 <22.0 <220 <220 <22.0 <22.0 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 <0.210 <0.210 <0.050 <0.50 <0.050 <0.210 <0.210 <0.210 <500 <1,000 <500 <50 <50 <5.00 <21.0 <21.0 1.38 <21.0 <210 <210 <21.0 6 11
1,1,1,2-Telrachloroelhane <0.11 <0.11 <1.0 <0.50 <0.11 <0.110 <0.160 <0.160 <0.160 <0.160 <0.160 <0.160 <0.160 <0.11 <0.50 <0.11 <0.160 <0.160 <0.160 <500 <1,000 <500 40J <110 <11.0 <16.0 <16.0 <0.160 <16.0 <160 <160 <16.0 <16.0 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 <0.150 <0.150 <0.083 <0.50 <0.083 <0.150 <0.150 <0.150 <500 <1,000 <500 130 <83 89.7 276 303 369 <15.0 <150 <150 37.9 J 46.2 J 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 <0.380 <0.380 <0.40 <2.0 <0.40 <0.380 <0.380 <0.380 <1,000 <2,000 <1,000 <200 <400 <40.0 <38.0 <38.0 <0.380 <38.0 <380 <380 <38.0 <38.0 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 <0.310 <0.310 <0.13 <1.0 <0.13 <0.380 <0.310 <0.310 <500 <1,000 <500 <100 <130 <13.0 131.0 <31.0 2.11 <31.0 <310 <310 <31.0 <31.0 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 <0.200 <0.200 <0.056 <0.50 <0.056 0.230J <0.200 <0.200 12,000 111111111111111111111117,600 191,000 178,000 276,000 MO 21,700 22,100 39,500 56,600 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 <0.180 <0.180 <0.094 <0.50 <0.094 <0.180 <0.180 <0.180 <500 <1,000 <500 <50 <94 36.1 J 143 170 261 <18.0 378J 385J 391 354 100 91
Ethylbenzene <0.061 <0.061 <1.0 <0.50 <0.061 <0.061 <0.170 <0.170 <0.170 <0.170 <0.170 <0.170 <0.170 <0.061 <0.50 <0.061 <0.170 <0.170 <0.170 <500 <1,000 <500 <50 <61 <6.10 <17.0 <17.0 4.05 <17.0 <170 <170 30.5 J <17.0 600 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 <0.380 <0.380 <0.065 <0.50 <0.065 <0.380 <0.380 <0.380 <500 <1,000 <500 <50 <65 <6.50 <38.0 <38.0 6.51 <38.0 <380 <380 <38.0 <38.0 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 <0.710 <0.710 <0.24 <0.50 <0.24 <0.710 <0.710 <0.710 <500 <1,000 <500 100 J <240 <24.0 <71.0 <71.0 <0.710 <71.0 <710 <710 273 J <71.0 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 <0.330 <0.330 <0.083 <0.50 <0.083 <0.330 <0.330 <0.330 <500 <1.000 <500 <50 <83 <8.30 <33.0 <33.0 2.83 <33.0 <330 <330 <33.0 <33.0 5 4,000
Telrachloroelhene 1.7 1.6 25 3.1 1.4 1.55 1.73 0.638 0.726 0.436J 0.952 3.72 0.286J <0.098 <0.50 <0.098 <0.220 <0.220 <0.220 40,000 97,000 33,000 5,000 344 170 263 0 62,700 71,500 9,680 208 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 <0.220 <0.220 3.7 <0.50 <0.044 <0.220 <0.220 <0.220 <500 <1.000 <500 <50 <44 <4.40 <22.0 <22.0 3.95 28.9 J <220 <220 22.6 J <22.0 600 16,000
Trichloroethene <0.078 <0.078 <2.0 <0.50 <0.078 <0.078 <0.180 <0.180 <0.180 <0.180 0.249J <0.180 <0.180 <0.078 <0.50 <0.078 <0.180 <0.180 <0.180 1111W 7,600 3,300 9,900 Z800 6,950 13,300 1,410 489_ 897 25,700 28,100 24,800 1,930 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 <0.180 <0.180 <0.062 1.7 <0.062 <0.180 <0.180 <0.180 <1,000 -2,000 <500 <50 <62 <6.20 <18.0 <18.0 <0.180 <18.0 <180 <180 <18.0 <18.0 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 <0.21 <0.21 <0.15 <1.5 <0.15 <0.21 <0.21 <0.21 <1,500 <3,000 <1,500 <150 <150 <4.4 <21 <21 9.81 <21 <210 <210 73.2 J 86.6 J 500 320
Vin I Chloride <0.056 1 <0.056 <1.0 1 <0.50 <0.097 1 <0.097 <0.170 1 <0.170 <0.170 1 <0.170 <0.170 1 <0.170 <0.170 <0.056 <0.50 <0.097 1 <0.170 <0.170 1 <0.170 <500 <1,000 <500 I 4A <97 ftioo 671 1 1,1fllllllllllllll <17.0 537JL 567 1 860 Z690 1 0.03 2.5
SVOCs(8270E)
Bis 2-Eth Ihex 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 NA NA NA NA NA 3 NS
Metals(601OC/602OBI7470AISM3500)
Arsenic NA NA NA NA <0.17 0.311 J <0.170 <0.170 0.269 J <0.297 <0.297 <0.297 <0.490 NA 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 8.12 J 2.29 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 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 62.1 74.5 NA NA NA NA NA NA 44 NA NA <10 21 25.4 18.2 8.52 J 25.4 549 131 129 194 97.1 700 NS
Cadmium NA NA NA NA <0.16 <0.160 <0.160 <0.160 <0.160 <0.350 <0.350 <0.350 <0.150 NA 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 <3.50 0.158 J 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 0.440 J <1.00 NA 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 7.82 J <1.00 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 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 0.556 J 1.21 NA 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 25.7 1.98 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 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 <0.10 <0.07 NA 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 <0.10 <0.07 1 NS
Selenium NA NA NA NA 1.5 J <0.740 <0.740 <0.740 <0.740 <0.703 <0.703 <0.703 <2.30 NA 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 <7.03 <2.30 20 NS
Silver NA NA NA NA <0.11 <0.110 <0.110 <0.110 <0.110 <0.0570 <0.0570 <0.0570 <0.130 NA 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 <0.570 <11.30 20 NS
Thallium NA NA NA NA NA NA I NA I 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 2024.
3)Benzene also detected in MWA 1 D on January 9,2019,at a concentration of 0.28 J µg/L,in MWA 1 S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S on January 23,2024,at a concentration of 0.609 pg/L.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,2021,in MW-3S at a concentration of 0.296 J pg/L in January 23,2024,
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroethane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1,4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
"=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 Aht 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
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)
mm=:rmanna.ana���c�omr.n�vMasm,rua-,rsna,�a oaumamvuw+n ,a�ianrMom�mu.-mowMOHou rc�wma zozanoiavnoias sapczoza
,orenoz. Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
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 1/22/2024 7/17/2024 1/9/2019 3/27/2019 6/25/2019 9/25/2019 10/31/2019 10/26/2020 2/10/2021 5/14/2021 8/11/2021'11/16/2021 1/11/2023 7/13/2023 1/23/2024 7/17/2024 2L Standard GWSL 121
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 /L
TCL VOCs(8260B)
Acetone <1,000 <1,000 c500 <50 <31 28.8 J 55.5 326 J 61.8 <180 <1,800 13.1 <18.0 <1,000 <1,000 <50 <50 <500 <31 30.7 J 26.6 J 6.33 <18.0 <180 147 15.7 63.4 6,000 NS
Carbon disulfide <500 <500 <500 <50 <7.5 <7.50 <1.50 <15.0 1.20 J <15.0 <150 0.409 J <1.50 <500 <500 <50 <50 <500 <7.5 <7.50 <1.50 0.506 J <1.50 <15.0 <1.50 0.469 J 0.413 J 700 1,000
Chloroform <100 <100 <50 7.6 <7.6 <7.60 2.46 J <22.0 0.280 J <22.0 <220 <0.220 <2.20 <100 <100 <5.0 <5.0 <50 <7.6 2.34 J <2.20 <0.220 <2.20 <22.0 <2.20 <0.220 <0.220 70 3.6
Chlorobenzene <100 <100 <50 <5.0 <6.2 <6.20 <1.90 <19.0 <0.190 <19.0 <190 <0.190 <1.90 <100 <100 <5.0 <5.0 <50 <6.2 <6.20 <1.90 <0.190 <1.90 <19.0 <1.90 0.485 J 0.957 50 340
Chloromethane <100 <100 <50 <5.0 <7.9 <7.90 <2.20 <22.0 <0.220 <22.0 <220 <0.220 <2.20 <100 <100 <5.0 <5.0 <50 <7.9 <7.90 <2.20 <0.220 <2.20 <22.0 <2.20 <0.220 <0.220 3 220
1,2-Dichlorobenzene <100 <100 <50 <5.0 <7.6 <0.760 <2.20 <22.0 <0.220 <22.0 <220 0.379 J <2.20 <100 <100 <5.0 <5.0 <50 <7.6 <0.760 <2.20 <0.220 <2.20 <22.0 <2.20 <0.220 <0.220 20 2,200
1,4-Dichlorobenzene <100 <100 <50 <5.0 <5.0 <0.500 <2.10 <21.0 <0.210 <21.0 <210 0.883 <2.10 <100 <100 <5.0 <5.0 <50 <5.0 <0.500 <2.10 <0.210 <2.10 <21.0 <2.10 <0.210 <0.210 6 11
1,1,1,2-Telrachloroethane <100 <100 <50 <5.0 <11 <1.10 <1.60 <16.0 <0.160 <16.0 <160 0.463 J <1.60 <100 <100 <5.0 <5.0 <50 <11 <1.10 <1.60 <0.160 <1.60 <16.0 <1.60 <0.160 <0.160 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 17.9 23.3 <100 <100 <5.0 <5.0 <50 <8.3 <0.830 5.99 5.11 <1.50 <15.0 <1.50 <0.150 <0.150 350 160
1,2,3-Trichlorobenzene <200 <200 <200 <20 <40 <4.00 <3.80 <38.0 <0.380 <38.0 <380 <0.380 <3.80 <200 <200 <20 <20 <200 <40 <4.00 <3.80 <0.380 <3.80 <38.0 <3.80 <0.380 <0.380 NS NS
1,2,4-Trichlorobenzene <100 <100 <100 <10 <13 <1.30 <3.10 <31.0 0.343 J <31.0 <310 0.953 J <3.10 <100 <100 <10 <10 <100 <13 <1.30 <3.10 <0.310 <3.10 <31.0 <3.10 <0.310 <0.310 70 30
cis-1,2-Dichloroethene 50 J 44 J <50 61 707.27
43 1,480 Z610 9,440 13,6 180 53 J 30 120 160 24.4 102 51.3 40.0 70 210
trans-1,2-Dichloroethene <100 <100 <50 <5.0 <9.4 .80 <18.0 3.38 <18.0 <180 16.2 4.44 J <100 <100 <5.0 <5.0 <50 <9.4 <0.940 <1.80 7.88 <1.80 20.3 J 9.84 6.51 4.93 100 91
Ethylbenzene <100 <100 <50 5.6 <6.1 .70 <17.0 <0.170 <17.0 <170 <0.170 <1.70 <100 <100 <5.0 <5.0 <50 <6.1 <0.610 <1.70 <0.170 <1.70 <17.0 <1.70 <0.170 <0.170 600 15
Methyl Butyl Ketone <100 <100 <50 <5.0 <6.552 <38.0 3.82 J <38.0 <380 <0.380 <3.80 <100 <100 <5.0 <5.0 <50 <6.5 441 6.66 J 0.789 J <3.80 <38.0 10.8 J 1.87 J 2.32 J 40 6,900
Methyl Ethyl Ketone <100 <100 <50 <5.0 <24 .10 404 J 256 J <71.0 <710 13.9 <7.10 <100 <100 <5.0 <5.0 <50 <24 18.6 J <7.10 2.62 J 30.7 J <71.0 32.4 J 7.97 <0.710 4,000 1,900,000
Methylene Chloride <100 <100 <50 <5.0 <8.3 J <33.0 <0.330 <33.0 <330 <0.330 <3.30 <100 <100 <5.0 <5.0 <50 <8.3 3.43 J <3.30 <0.330 <3.30 <33.0 <3.30 <0.330 <0.330 5 4,000
Telrachloroelhene 18,0001W,000 232 8,210 4,380 Z130 4,070 28,000 14,000 12,000 17,000 30, 689 78.9 13.9 <2.20 <22.0 <2.20 <0.220 1.38 0.7 48
Toluene <100 <100 <50 <5.0 <4.4 <0.440 <2.20 <22.0 <0.220 <22.0 <220 <0.220 <2.20 <100 <100 <5.0 <5.0 <50 <4.4 <0.440 <2.20 <0.220 <2.20 <22.0 <2.20 0.782 0.414 J 600 16,000
Trichloroethene 50.0 62J <50 <18.0 Z380 Z860 740 J 41 77 140 63 7.54 22.6 0.586 <1.80 <1.80 <0.180 <0.180 3 4.4
Trichlorofluoromethane <200 <200 <50 <5.0 <6.2 <0.620 <1.80 <18.0 <0.180 <18.0 <180 <0.180 <1.80 <200 <200 <5.0 <5.0 <50 <6.2 <0.620 <1.80 <0.180 <1.80 <18.0 <1.80 <0.180 <0.180 2,000 NS
Xylenes <300 <300 <150 <15 <15 <0.44 <2.1 <21 <0.21 <21 <210 <0.21 <2.10 <300 <300 <15 <15 <150 <15 <0.44 <2.1 <0.21 <2.1 <21 <2.1 0.746 J 0.251 J 500 320
Vin I Chloride <100 <100 <50 <5.0 <9.7 19.7 5.17 <17.0 <17.0 <100 <100 <5.0 <5.0 <5 0 <9.7 <0.970 44.0 49.5 43.8 <17.0 0.03 2.5
SVOCs(8270E)
Bis 2-Eth Ihex 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 3 NS
Metals(6010C/6020BI7470AISM3500)
Arsenic NA NA NA 0.45 J 0.46 J 3.82 6.25 5.85 6.89 2.77 J 3.10 5.35 2.78 NA NA NA NA NA <0.17 1.79 1.28 1.38 6.14 7.07 J 14.1 10.1 18.6 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 1 NS
Barium NA NA NA 20 18 195 174 137 106 23.9 37.8 58.3 22.9 NA NA NA NA NA 5.1 45.2 29.6 19.3 33.5 79.2 32.3 45.2 25.3 700 NS
Cadmium NA NA NA <1.0 <0.16 <0.160 <0.160 <0.800 <0.800 <1.75 <0.350 <0.350 <0.150 NA NA NA NA NA <0.16 <0.160 <0.160 <0.160 <0.160 <3.50 <0.350 <0.350 <0.150 2 NS
Chromium NA NA NA 2.9 J 2.4 0.909 J <0.790 <3.95 <3.95 <1.73 <0.346 0.595 J <1.00 NA NA NA NA NA <0.79 <0.790 <0.790 <0.790 <0.790 <3.46 0.772 J <0.346 <1.00 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 NS NS
Lead NA NA NA 4.9 5.3 1.55 <0.260 <1.30 <1.30 <1.32 <0.264 0.572 J <0.500 NA NA NA NA NA <0.26 0.350 J 1.90 1.02 0.895 J 6.26 J 1.49 <0.264 0.597 J 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 50 NS
Mercury NA NA NA <0.20 <0.034 <0.05 <0.07 <0.07 <0.07 <0.13 <0.13 <0.10 0.09 J NA NA NA NA NA <0.034 <0.05 <0.07 <0.07 <0.07 <0.26 <0.13 <0.10 <0.07 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 <0.703 <2.30 NA NA NA NA NA 0.94 J <0.740 <0.740 <0.740 <0.740 7.72 J 1.42 <0.703 <2.30 20 Total
Silver NA NA NA <1.0 <0.11 <0.110 <0.110 <0.550 <0.550 <0.285 <0.0570 <0.0570 <0.130 NA NA NA NA NA <0.11 <0.110 <0.110 <0.110 <0.110 <0.570 <0.0570 <0.0570 <0.130 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 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 2024.
3)Benzene also detected in MWA 1 D on January 9,2019,at a concentration of 0.28 J µg/L,in MWA 1 S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S on January 23,2024,at a concentration of 0.609 pg/L.
4)2-Chlorotoluene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,2021,in MW-3S at a concentration of 0.296 J pg/L in January 23,2024,
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroethane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1,4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
=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 andknWt 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
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)
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,orenoz. Hart&Hickman,PC

Table 2
Summary of Groundwater Analytical Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Sample ID MW-11D Non-Residential
Sample Date 1/9/2019s 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 1/23/2024 7/17/2024 2L Standard i'I GWSL izl
Units /L /L /L /L /L /L /L /L /L /L /L /L /L
TCL VOCs(8260B)
Acetone <10 <100 <5.0 <5.0 <0.31 16.8 J 7.99 <1.80 <18.0 34.5 J <18.0 13.0 2.01 J 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 0.351 J <0.16, 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 <0.220 <0.220 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 <0.190 <0.190 50 340
Chloromethane <1.0 <10 <0.50 <0.50 <0.079 <0.790 <0.220 <0.220 <2.20 <2.20 <2.20 <0.220 <0.220 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 <0.220 <0.220 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 <0.210 <0.210 6 11
1,1,1,2-Tetrechloroethane <1.0 <10 <0.50 <0.50 <0.11 <1.10 <0.160 <0.160 <1.60 <1.60 <1.60 <0.160 <0.160 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 <0.150 <0.150 350 160
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 <0.380 <0.380 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 <0.310 <0.310 70 30
cis-1,2-Dichloroethene <1.0 <10 <0.50 0.56 <0.056 <0.560 2.11 37.0 <2.00 4.88J 50.8 32.5 24.0 70 210
tmns-1,2-Dichloroethene <1.0 <10 <0.50 <0.50 <0.094 <0.940 <0.180 <0.180 <1.80 <1.80 <1.80 0.479J <0.' 100 91
Elhylbenzene 0.74 J <10 <0.50 <0.50 <0.061 <0.610 <0.170 <0.170 <1.70 <1.70 <1.70 <0.170 <0.170 600 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 <0.380 <0.380 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 7.97 <0.7 ` 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 <0.330 <0 5 4,000
Tetmchloroethene OW 79 124 453 0.7 48
Toluene 3.6 <10 <0.50 <0.50 <0.044 <0.440 <0.220 <0.220 <2.20 <2.20 <2.20 <0.220 <0 600 16,000
Trichloroethene 1.11 <20 <0.50 1.6 0.44 J <0.780 0.419 J 1.12 .5 521 17 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 <0.180 <0.180 2,000 NS
Xylenes 4.2 <30 <1.5 <1.5 <0.15 <0.44 <0.21 <0.21 <2.1 <2.1 <2.1 <0.21 <0.21 500 320
Vinyl Chloride <1.0 <10 <0.50 <0.50 <0.097 <0.970 <0.170 <0.170 <1.70 <1.70 <1.70 1 -0.170 <0.170 1 0.03 2.5
SVOCs(8270E)
Bis 2-Eth Ihex I hthalate NA NA NA NA NA NA NA NA NA NA NA NA NA 3 NS
Metals(6010CI6020B/7470AISM3500)
Arsenic 0.48 J NA NA 0.48 J <0.17 0.263 J <0.170 <0.170 <0.170 <0.297 <0.297 <0.297 <0.490 10 NS
Antimony NA 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 23.7 21.1 700 NS
Cadmium <1.0 NA NA i.J <0.16 <0.160 <0.160 <0.160 <0.160 <0.350 <0.350 <0.50 <0.150 2 NS
Chromium 17 NA NA <3 0 <0.79 <0.790 <0.790 <0.790 <0.790 <0.346 0.483 J 0.548 J 1.14 J 10 NS
Hexavalent Chromium NA NA 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 <0.264 2.66 15 NS
Manganese NA NA 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 <0.10 <0.07 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 <0.703 <2.30 20 NS
Silver <5.0 NA NA <1.0 <0.11 <0.110 <0.110 <0.110 <0.110 <0.0570 <0.0570 <0.0570 <0.130 20 NS
Thallium 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 2024.
3)Benzene also detected in MW-11 D on January 9,2019,at a concentration of 0.28 J µg/L,in MW-11S on August 11,2021,at a concentration of 0.238 J pg/L,and in MW-3S on January 23,2024,at a concentration of 0.609 pg/L.
4)2-Chlorololuene also detected in MW-3S at a concentration of 0.305 J µg/L and in its associated duplicate sample at a concentration of 0.294 J pg/L on August 11,2021,in MW-9S at a concentration of 0.274 pg/L on November 16,20:
in MW-9S at a concentration of 21.2 J pg/L on January 23,2024.
5)1,2-Dichloroelhane also detected in MW-9S at a concentration of 24.0 J in January 23,2024.
6)1,4 Dioxane also detected in MW-3D at a concentration of 32.3 J on July 16,2024
'=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 GW�
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
pg/L=micrograms per liter
TCL=Target Compound List(for February 2016 datasel,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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,orenoz. Hart&Hickman,PC

Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID MW-1 MW-2S MW-21D
Sampling Date Sep-19 Oct-20 Nov-21 Jul-23 Jul-24 Sep-19 Oct-20 Nov-21 Jul-23 Jul-24 Sep-19 Oct-20 Nov-21 Jul-23 Jul-24 Sep-24
Field Measurements
Dissolved Oxygen(mg/1) 5.77 6.51 2.60 5.20 7.41 4.18 4.58 4.01 3.91 6.37 2.01 5.11 3.78 4.79 4.31 5.41
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
Redox(mV) 335.0 153.6 46.8 24.7 123.8 342.0 53.1 -115.7 36.9 101.2 220.0 -2.3 -187.2 39.4 40.1 64.3
Conductivity(pS/cm) 20.9 22.7 46.8 32.9 22.8 49.3 52.3 32.9 42.5 42.3 109.8 71.9 96.1 84.0 80.4 80.2
pH(standard units) 5.11 4.07 4.97 5.96 4.74 5.04 4.57 5.09 5.06 4.95 7.00 6.32 8.02 6.97 6.44 6.60
Temperature(°C) 21.9 21.1 21.2 23.1 21.4 19.3 18.4 18.3 18.9 19.1 22.7 17.7 18.4 20.6 19.2 19.5
Turbidity(NTU) 47.0 1 5.3 4.0 294.4 1 9.5 50.0 1 33.0 25.0 15.5 1 5.0 148.0 1 10.0 655.0 68.5 15.0 Clear
Laboratory Analytical Parameters
TOC(mg/1) NA <0.498 <0.500 1.22 <0.720 NA <0.498 <0.500 1.21 <0.720 NA <0.498 <0.500 0.944 J <0.720 NA
Methane(lag/1) NA NA NA NA NA NA NA NA NA <2.51 NA NA NA NA NA NA
Ethane(lag/1) NA NA NA NA NA NA NA NA NA <2.67 NA NA NA NA NA NA
Ethene(lag/1) NA I NA NA I NA I NA I NA I NA NA I NA 1 <2.28 1 NA I NA I NA I NA I NA I 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 1 of 7)
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10/912024 Hart&Hickman,PC

Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID MW-3S
Sampling Date Mar-19 Jun-19 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-24 Jul-24
Field Measurements
Dissolved Oxygen(mg/1) 7.08 7.42 6.53 4.22 6.80 5.20 3.59 6.10 0.50 0.09 2.54 0.99
Ferrous Iron(mg/1) <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 6.0 3.0 6.0
Redox(mV) 20.6 -49.9 -23.8 19.2 185.4 118.0 31.1 -88.1 -14.0 -103.1 -14.3 -164.3
Conductivity(pS/cm) 155.7 215.3 178.9 153.7 129.7 193.4 114.5 104.3 22,248 1,236 1,356 420.9
pH(standard units) 4.86 4.93 5.28 4.95 5.09 4.95 5.25 5.14 7.30 6.44 5.96 6.53
Temperature(°C) 19.2 19.2 26.2 19.1 16.4 19.2 21.3 19.3 15.6 22.5 13.3 21.1
Turbidity(NTU) 160.0 9.0 9.2 10.0 1 9.0 9.0 1 10.0 8.0 1100.0 756.0 10.0 1 6.0
Laboratory Analytical Parameters
TOC(mg/1) 6.73 11.9 11.1 1.70 1.45 10.9 1.73 0.546 J 1,010 169 543 1,140
Methane(pg/1) NA NA <0.435 <2.8 <2.76 12.1 8.51 J <2.51 81.4 407 4,720 2,300
Ethane(pg/1) NA NA <0.110 <3.1 <3.07 <2.67 <2.67 <2.67 <2.67 <2.67 <2.67 5.23 J
Ethene(tag/1) NA I NA 1 <0.150 1 <3.0 1 <3.03 <2.28 1 <2.28 <2.28 1 <2.28 1 813 3,770 1 369
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 7)
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10/9/2024 Hart&Hickman,PC

Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID Ill MW-4S Ill MW-5S
Sampling Date Sep-19 Oct-20 Nov-21 Jul-23 Jul-24 Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Jul-24 Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Jul-24 Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Jul-24
Field Measurements
Dissolved Oxygen(mg/1) 2.89 3.04 4.53 2.46 5.17 5.36 5.00 5.34 5.11 5.50 7.88 5.00 2.49 5.23 3.57 2.95 6.49 5.86 3.77 4.90 5.96 5.70 6.00
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
Redox(mV) -220.9 -218.6 -210.3 25.1 -77.6 124.9 40.4 -72.1 280.0 199.1 297.2 78.0 -155.3 -138.8 58.6 125.2 225.4 147.8 45.4 27.5 380.1 256.2 268.1
Conductivity(pS/cm) 39.2 30.8 29.7 36.8 30.0 51.1 48.9 43.3 37.0 40.3 34.9 256.8 280.3 147.1 124.4 70.1 75.7 0.024 18.4 23.1 21.0 21.6 23.4
pH(standard units) 6.13 6.04 5.99 5.88 5.29 5.61 4.45 4.95 4.99 4.83 5.31 9.86 9.75 7.40 6.79 6.14 6.60 5.16 4.30 4.99 4.73 3.98 4.98
Temperature(°C) 20.5 20.9 19.7 23.0 20.4 18.8 17.4 15.3 15.4 18.2 18.1 18.0 16.6 15.0 15.2 17.7 19.8 19.7 17.1 18.2 15.8 17.5 16.8
Turbidity(NTU) 7.0 1 1.2 4.0 6.4 1 2.0 165.0 1 10.0 8.0 20.3 1 7.6 8.9 1 8.0 5.0 2.0 1 4.9 7.4 4.7 1 9.8 15.0 1 1.8 8.0 8.6 1 5.4
Laboratory Analytical Parameters
TOC(mg/1) NA 1.32 <0.500 1.31 <0.720 NA 0.534 J <0.500 <0.682 1.00 <0.720 NA 0.695 J <0.500 <0.682 0.902 J <0.720 NA 0.944 J <0.500 0.919 J 0.936 J <0.720
Methane(pg/1) NA NA NA NA NA NA NA NA 14.4 3.97 J <2.51 NA NA NA <2.51 <2.51 <2.51 NA NA NA <2.51 <2.51 <2.51
Ethane(pg/1) NA NA NA NA NA NA NA NA <2.67 <2.67 <2.67 NA NA NA <2.67 <2.67 <2.67 NA NA NA <2.67 <2.67 <2.67
Ethene(Ng/1) NA I NA I NA I NA I NA I NA I NA NA <2.28 1 <2.28 <2.28 1 NA I NA I NA 1 <2.28 <2.28 <2.28 1 NA I NA I NA 1 <2.28 <2.28 1 <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/l=milligrams per liter; ug/l=micrograms per liter
Table 3(Page 3 of 7)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID MW-51D MW-6S MW-7S
Sampling Date Sep-19 Oct-20 Nov-21 Jan-23 Jul-23 Jul-24 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-24 Jul-24 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-24 Jul-24
Field Measurements
Dissolved Oxygen(mg/1) 6.20 5.11 4.20 5.24 5.51 7.18 5.57 6.96 7.31 7.93 6.83 7.07 6.02 4.50 6.83 2.00 3.98 6.53 7.96 7.36 6.49 7.90 7.87 5.31 5.99 6.95
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
Redox(mV) 119.1 11.3 -0.9 271.1 151.2 227.7 353.0 60.1 215.0 183.1 40.9 -62.5 290.6 105.5 101.9 374.5 321.0 202.6 203.7 177.0 4.6 69.0 405.6 79.7 280.0 165.3
Conductivity(pS/cm) 0.027 34.7 33.0 31.8 35.3 31.0 23.5 24.6 25.8 29.3 21.3 24.7 53.0 29.7 27.1 31.9 30.6 30.1 35.7 43.0 32.4 38.7 32.7 36.2 37.4 40.5
pH(standard units) 6.29 5.20 5.89 6.40 5.56 6.44 4.99 4.34 4.79 4.09 4.90 4.85 4.83 5.09 5.15 5.41 4.96 4.20 4.49 4.34 4.96 4.88 4.72 4.82 4.63 3.77
Temperature(°C) 17.8 16.8 17.3 16.2 19.6 17.1 19.6 18.8 16.5 17.6 19.6 18.1 16.9 18.7 16.3 18.5 19.4 17.7 17.0 16.8 20.0 13.5 16.6 20.2 16.3 18.3
Turbidity(NTU) 1.7 1 75.0 1.5 4.8 1 9.2 4.9 1 68.0 10.0 9.0 1 5.0 9.0 1 8.0 7.5 9.9 1 9.6 6.5 42.0 1 8.4 9.5 1 10.0 8.0 3.0 1 59.8 10.0 1 7.7 9.0
Laboratory Analytical Parameters
TOC(mg/1) NA <0.498 <0.500 <0.682 0.839 J <0.720 NA <0.498 0.494 J <0.500 <0.500 <0.500 1.11 1.03 <0.720 NA 0.721 J <0.375 <0.500 <0.500 <0.500 <0.682 1.01 <0.720 <0.720
Methane(tag/1) NA NA NA <2.51 <2.51 <2.51 NA <2.8 3.80 J <2.51 26.6 <2.51 <2.51 <2.51 23.9 40.1 NA <2.8 <2.76 <2.51 <2.51 <2.51 <2.51 <2.51 <2.51 <2.51
Ethane(pg/1) NA NA NA <2.67 <2.67 <2.67 NA <3.1 <3.07 <2.67 <2.67 <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 <2.67 <2.67
Ethene(pg/1) NA I NA NA <2.28 1 <2.28 <2.28 1 NA 1 <3.0 <3.03 1 <2.28 1 <2.28 1 <2.28 <2.28 <2.28 1 <2.28 <2.28 NA 1 <3.0 1 <3.03 1 <2.28 <2.28 1 <2.28 1 <2.28 <2.28 1 <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/l=milligrams per liter; ug/l=micrograms per liter
Table 3(Page 4 of 7)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID MW-8S MW-9S/GW-DUP
Sampling Date Oct-20 Nov-21 Jul-23 Jul-24 Jan-19 Mar-19 Jun-19 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-24 Jul-24
Field Measurements
Dissolved Oxygen(mg/1) 6.27 3.78 8.44 6.59 8.50 0.77 0.41 0.64 5.38 0.31 0.32 0.20 0.50 0.06 2.68 2.25 3.95
Ferrous Iron(mg/1) <0.2 <0.2 <0.2 0.5 <0.2 <0.2 4.0 <0.2 4.0 <0.2 <0.2 2.5 1.5 6.5 <0.2 4.5 6.5
Redox(mV) 54.1 -187.2 192.9 296.4 250.4 -172.8 -121.7 -84.6 42.8 -68.1 -50.0 -48.7 -50.1 -174.1 -88.7 -116.4 -103.0
Conductivity(pS/cm) 44.2 96.1 34.8 36.6 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 7,196 1,717
pH(standard units) 4.22 8.02 4.66 4.86 5.10 6.49 5.45 5.48 4.64 6.20 6.21 6.30 6.20 7.46 6.97 6.77 6.01
Temperature(°C) 18.4 18.4 18.2 19.8 17.8 16.2 20.4 25.2 18.8 17.3 19.1 25.0 18.3 14.2 22.3 15.7 20.5
Turbidity(NTU) 55.0 1 15.0 1000.0 19.9 1 9.9 1000.0 1000.0 1 1000.0 5.7 1 63.0 63.0 8.0 1 8.2 1059.0 463.0 1000.0 1 10.0
Laboratory Analytical Parameters
TOC(mg/1) <0.498 <0.500 0.932 J <0.720 14.7 20,300 468 J 446 J 26.0 13.6 182 89.2 8.50 2,180 1,040 972 2,570 1,200
Methane(pg/1) NA NA NA NA <0.435 NA NA 12.4 3,300 3,540 4,270 2,670 2,540 2,690 2,820 3,220 5,260 9,690
Ethane(pg/1) NA NA NA NA <0.110 NA NA 0.894 J <3.1 <3.07 3.13 J 3.06 J 12.7 <2.67 <2.67 34.1 12.4
Ethene(fag/1) NA I NA NA NA <0.150 NA I NA 1 1.25 1 3.4 J <30.3 484 1 919 1 337 1 1,320 1,650 1,660 1,210 2,380
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 7)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID MW-10S MW-11S
Sampling Date Mar-19 Jun-19 Sep-19 Oct-20 Feb-21 May-21 Aug-21 Nov-21 Jan-23 Jul-23 Jan-24 Jul-24 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-24 Jul-24
Field Measurements
Dissolved Oxygen(mg/1) 6.64 6.88 7.81 6.22 0.81 0.37 0.41 0.80 0.29 0.49 0.01 0.04 7.23 6.32 6.09 6.43 5.88 6.18 0.20 0.51 0.30 0.44 2.87 0.42 0.49 4.28
Ferrous Iron(mg/1) <0.2 <0.2 <0.2 0.2 <0.2 4.5 2.5 8.5 7.0 6.0 7.0 <0.2 <0.2 <0.2 <0.2 NA 2.4 <0.2 <0.2 5.0 2.5 5.0 4.0 7.0 7.0
Redox(mV) 116.1 92.2 120.9 179.5 -147.1 -65.7 -8.8 -47.0 -40.0 -79.5 -83.9 -112.0 419.5 29.7 54.9 78.8 77.0 141.1 -118.3 -33.3 -1.4 -285.3 -162.1 -107.2 -95.8 -101.1
Conductivity(pS/cm) 59.7 44.0 54.2 59.3 4,494.0 4,731.0 2,323.0 2,396.0 397.8 935.0 2,178.0 594.0 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 1,560.0 1,219.0
pH(standard units) 4.69 4.05 5.13 4.24 6.45 6.05 5.92 6.03 5.97 6.24 6.25 5.99 4.43 5.27 4.62 5.35 5.32 4.49 5.94 5.98 6.17 6.41 6.78 6.51 6.41 6.42
Temperature(°C) 17.2 20.6 24.2 20.0 18.3 20.0 22.7 18.4 18.1 21.7 18.3 21.8 17.5 17.8 20.2 25.1 21.8 20.6 18.9 20.1 23.5 16.4 16.8 22.3 14.5 21.0
Turbidity(NTU) 223.0 1 4.9 8.7 18.1 1 475.0 187.0 1 20.0 18.4 36.1 1 21.0 9.9 1 9.0 10.0 405.0 2.4 1 9.8 71.4 1 5.9 535.0 279.0 1 130.0 9.0 1 481.0 432.0 58.7 1 191.0
Laboratory Analytical Parameters
TOC(mg/1) 2.68 2.85 3.55 0.843 J 14.8 73.8 15.5 816.0 89.5 337 323 10.3 2.83 2.01 2.95 3.46 4.90 0.887 J 13.8 14.2 150 294 902 287 364 246
Methane(pg/1) NA NA <0.435 <2.8 889 1,780 4,270 2,100 2,850 5,950 11,200 8,840 NA NA <0.435 NA <2.8 1,090 3,000 8,460 7,530 8,690 <2.51 12,700 13,900
Ethane(pg/1) NA NA <0.110 <3.1 <15.3 <2.67 <2.67 <2.67 <2.67 <2.67 <2.67 4.39 J NA NA <0.110 NA <3.1 <15.3 <2.67 <2.67 <2.67 <2.67 <2.67 <2.67 4.41 J
Ethene(pg/1) NA I NA <0.150 <3.0 1 <15.2 1 <2.28 1 52.5 1 37.3 1 97.7 1 183 1 785 1 352 1 NA NA I <0.150 NA 1 <3.0 1 <15.2 2.34 J 4.31 J <2.28 1 288 1 <2.28 1 125 1 31.2
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 6 of 7)
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Table 3
Summary of Groundwater Natural Attenuation Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Monitoring Well ID Ill I D
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-24 Jul-24
Field Measurements
Dissolved Oxygen(mg/1) 8.50 4.27 5.40 4.61 5.63 0.77 1.89 2.27 3.94 3.31 5.95 0.0 6.35
Ferrous Iron(mg/1) <0.2 <0.2 _ <0.2 1.6 <0.2 <0.2 2.0 <0.2 <0.2 <0.2 NA <02
Redox(mV) 250.4 8.5 -57.9 59.9 119.8 63.6 142.0 26.5 -144.4 15.7 80.0 145.8 -23.0
Conductivity(pS/cm) 96.9 133.8 98.1 39.3 35.4 70.6 40.9 27.4 34.6 35.8 40.2 40.6 40.2
pH(standard units) 5.10 8.45 6.86 5.43 4.78 5.79 5.10 5.41 5.63 5.28 5.36 5.13 5.30
Temperature(°C) 17.8 16.4 21.3 29.3 20.0 18.3 20.5 25.1 19.1 18.3 19.6 17.5 18.9
Turbidity(NTU) 7.7 1 10.0 7.0 9.7 1 2.0 10.0 1 45.0 7.0 8.0 1 36.0 9.8 1 8.9 6.0
Laboratory Analytical Parameters
TOC(mg/1) 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 22.7 <0.720
Methane(fag/1) 1.30 J NA NA <0.435 <2.8 3.71 J 11.7 7.48 J 2.69 J 22.0 176 366 138
Ethane(pg/1) 0.364 J NA NA <0.110 <3.1 <3.07 <2.67 <2.67 <2.67 <2.67 <2.67 <2.67 <2.67
Ethene(Ng/1) 0.442 J NA NA <0.150 <3.0 <3.03 <2.28 3.53 J <2.28 <2.28 <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 7 of 7)
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Table 4
Annual Groundwater Monitoring Plan
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Annual Event
Sample ID Starting July 2025
Field j1j VOCs(2) TOC MEE l') RCRA Metals(4)
MW-1 X
MW-2S X X X
MW-2D X X X
MW-3S X X X X X
MW-3D X X X
MW-4S X X X X X
MW-4D X X X X X
MW-5S X X X X X
MW-5D X X X X X
MW-6S X X X X X
MW-7S X X
MW-8S X X
MW-9S X X X X X
MW-10S X X X X X
MW-11S X X X X X
MW-11D X X X X X
Duplicate Sample X
Trip Blank Sample 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.
*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)
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Table 5
Summary of SVE System Parameter Data
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
Vacuum Air Flow System Exhaust
Date Ambient Air Off-gas
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 -- - -- -- -- -
a 60 57 54 54 55 160 20 20 25 0 190 -- 5,020 781 146 327 2,317
60 60 56 57 58 165 30 25 20 0 175 -- 4,880 725 115 308 4,659
N
1/20/2022(5) 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 50 170 -- 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
N 2/28/2022 55 -- -- -- - -- -- -- -- 0 197 -- - -- - -- 1,759
O 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
0
N 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
0
N 8/26/2022 55 54 53 52 53 155 <20 55 75 0 230 227 369 195 136 46 263
M
O 1 9/20/2022 1 55 55 55 54 54 120 1 <20 90 120 1 0 234 1 240 475 1 290 185 1 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
0
N 11/28/2022 55 56 55 54 54 165 <20 55 60 0 218 234 812 122 111 46 383
a
0 12/15/2022 55 56 54 54 55 155 <20 50 65 0 217 222 345 113 131 65 240
N 1/19/2023 55 55 54 54 54 165 <20 55 65 0 198 206 277 71 87 45 144
0
N 2/28/2023 55 56 54 54 54 155 60 50 50 0 187 220 244 66 85 33 129
O 1 3/22/2023 1 55 56 55 55 55 160 1 60 45 50 0 230 1 215 240 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
0
N 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
N 7/13/2023 55 56 55 54 54 170 25 50 60 0 243 231 192 88 102 66 126
0
N 8/10/2023 55 56 54 53 53 160 <20 50 65 0 234 225 89 52 66 28 70
M
O 9/19/2023 1 55 56 54 53 53 160 1 <20 50 65 0 235 1 232 86 50 68 28 65
10/9/2023 60 58 57 56 57 165 20 55 65 0 235 231 152 79 107 25 94
0 10/30/2023 60 58 57 56 57 165 20 50 75 0 255 210 22 23 42 21 27
N
a 11/8/2023 58 58 57 56 57 165 <20 50 80 0 240 240 156 75 88 22 91
d
12/12/2023 55 55 53 53 54 160 20 50 75 0 178 170 162 77 84 19 102
N 1/16/2024 55 55 54 53 54 165 <20 55 75 0 203 230 157 80 82 20 99
0
N 2/13/2024 55 58 55 55 56 160 <20 50 70 0 223 240 271 116 73 19 106
O 3/12/2024 55 58 55 55 56 165 <20 55 70 0 229 228 255 117 76 17 104
N 4/9/2024 55 55 54 54 55 160 <20 50 70 0 220 228 175 101 73 15 No reading
0
N 5/9/2024 55 56 54 54 55 155 <20 50 65 0 186 225 130 74 70 14 78
N
0 6/20/2024 56 56 54 54 55 160 <20 55 75 0 160 229 88 39 69 12 60
N 7/17/2024 55 56 55 55 54 150 <20 50 60 0 165 239 91 38 75 20 70
0
N 8/6/2024 55 58 55 55 54 160 <20 60 75 0 233 240 87 36 70 19 60
M
O 1 9/11/2024 1 58 58 55 54 54 165 <20 60 80 0 234 225 1 87 36 70 19 60
Notes:
1)The soil vapor extraction(SVE)system was started on 1/12/22.
2)Organic vapor analyzer(OVA)reading performed with a photoicnization 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)
M1UpsIIM1aMick.sM1arepdnl.wmisXaslMasteFibs-1/SM1aretl OswmeniNRM-Master PrgeclslMOM1ican Mills-MORMOH-015 Km-1 2024RabInlKnNonics SVE Tables Sep12024
1-0. Hart do Hackman,PC

Table 6
Summary of SVE System Well Parameter Data
Former Knitronics Facility
Cherryville, North Carolina
H&H Job No. MOH-015
Individual SVE Well Parameters
Off-gas OVA Field A Field B Field C Field D
Date Blower Total Flow
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
3 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
60 175 4,659
U) 1/20/2022 30 120 1,824
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
30 170 915
-- -- -- -- -- --Oil --
2/1/2022 55 150 3,147
Oil
2/17/2022 56 175 2,975
-- -- -- -- -- -- -- -- -- -- -- -- --
3/10/2022 55 225 5,038
3/29/2022 55 200 1,028
N 4/27/2022 55 230 927
0
`� 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
o 6/22/2022 55 239 715
N 7/14/2022 55 232 547
0
w 8/26/2022 55 230 263
o 9/20/2022 55 234 243
Oil 10/26/2022 55 232 1,539
0
w 11/28/2022 55 218 383
12/15/2022 1 55 217 240
Oil 1/19/2023 55 198 144
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
0
2/28/2023 55 187 129
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
G7 3/22/2023 55 230 1 128
N 4/25/2023 55 235 122
0
5/24/2023 55 233 171
6/16/2023 1 55 238 148
N 7/13/2023 55 243 126
0
8/10/2023 55 234 70
o 9/19/2023 55 235 1 65
M 10/9/2023 60 235 94
N 10/30/2023 60 255 27
-- -- -- -- -- -- -- -- -- -- -- -- --
11/8/2023 58 240 91
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
12/12/2023 1 55 178 102
N 1/16/2024 55 203 99
0
2/13/2024 55 223 106
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
CJ 3/12/2024 55 229 104
-- -- -- -- -- -- -- -- -- -- -- -- --
N 4/9/2024 55 220 97
0
5/9/2024 55 186 78
6/20/2024 1 56 190 60
N 7/17/2024 55 165 70
0
8/6/2024 55 233 60
o 9/11/2024 58 234 60
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=pans 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)
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10/9/2024 (X

Table 7(Page 1 of 1)
Summary of SVE Off-Gas Analytical Data
Former Knitronics Facility
Cherryville,South Carolina
H&H Job No.MOH-015
Sample ID SVE-012022 SVE-021722 SVE-031022 SVE-052422 SVE-082622 SVE-112822 SVE-022823 SVE-061623 SVE-100923 SVE-110823 SVE-021324 SVE-052924 SVE-052924
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 10/9/2023 11/8/2023 2/13/2024 5/29/2024 8/6/2024
VOCs by EPA Method TO-15(ua/m3)
Tetrachloroethylene(PCE) 8,500,000 8,000,000 6,700,000 2,900,000 1,700,000 1,100,000 1,300,000 470,000 720,000 760,000 1,200,000 450,000 420,000
Methylene Chloride <160,000 <130,000 <190,000 <50000 <48,000 <29,000 <21,000 250,000 32,000 <25,000 <35,000 <13,000 <10,000
All other compounds ND ND ND ND ND ND ND ND ND ND ND ND ND
,Total VOCs p /m' 8,500,000 8,000,000 6,700,000 2,900,000 1,700,000 1 1,100,000 1 1,300,000 1 720,000 752,000 760,000 1 1,200,000 1 450,000 1 420,000
Notes.,
ND=not detected above laboratory reporting limit.
pg/m3=micrograms per cubic meter
VOCs=volatile organic compounds
Table 7(Page 1 of Page 1)
htlps:I171arlhickahereOoinLcom/silesMlasterriles-1lShared)—me0slAAA-Master Projects/Mohican Mills-MOH/MOH-015 Knit ics 2024/rables/Knitronics System Tables August2024 Hart&Hickman,PC
9l6/2024

Table 8
Summary of SVE Mass Removal Rates for PCE
Former Knitronics Facility
Cherryville,NC
H&H Job No.M01-1.015
aj (z41 ssume (a> 3,9) (6i
OVA Reading TO-1 Total VOC Mass Concentration(5> Flow Rate for Period Period Duration Total Mass for Period Average Mass per Day Total Cumulative Mass
Date
ppm pg/m3 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
02/01/22 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
06/22/22 715 -- 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
05/24/23 170 -- 1,300,000 233 29 790 27.2 27,217
06/16/23 148 720,000 720,000 238 23 354 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
Table 8(Page 1 of Page 2)
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9/61024 Hart&Hickman,PC

Table 8
Summary of SVE Mass Removal Rates for PCE
Former Knitronics Facility
Cherryville,NC
H&H Job No.MOH.015
1�) (�<I - sssme (a) (1.3,9) (61
OVA Reading TO-1 Total VOC Mass Concentration(st Flow Rate for Period Period Duration Total Mass for Period Average Mass per Day Total Cumulative Mass
Date
ppm pg/m3 pg/m3 scfm days IIns Ibs Ibs
10/09/23 94 752,000 752,000 235 20 318 15.9 29,346
10/30/23 27 752,000 752,000 255 0 0 0.0 29,346
11/08/23 91 760,000 760,000 240 30 492 16.4 29,838
12/12/23 102 760,000 178 34 413 12.2 30,251
01/16/24 99 -- 760,000 203 35 485 13.9 30,737
02/13/24 106 1,200,000 1,200,000 223 28 674 24.1 31,410
03/12/24 104 -- 1,200,000 229 28 692 24.7 32,102
04/09/24 97 1,200,000 220 28 665 23.7 32,767
05/09/24 78 450,000 450,000 186 30 226 7.5 32,992
06/20/24 60 450,000 190 42 323 7.7 33,315
07/17/24 70 -- 450,000 165 27 180 6.7 33,495
08/06/24 60 420,000 420,000 233 20 176 8.8 33,671
09/11/24 60 -- 420,000 234 36 318 8.8 33,989
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.
9)System shutdown on 10/9/23 and restarted on 10/30/23 for subsurface concentration rebounding testing.
ppm=parts per million; pg/m3=micrograms per cubic meter;scfm=standard cubic feet per minute;Ibs=pounds;--=not measured
Table 8(Page 2 of Page 2)
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lorerzo24 Hart&Hickman,PC

Table 9
Summary of SVE System Ambient Air Monitoring
Former Knitronics Facility
Cherryville,North Carolina
H&H Job No.MOH-015
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(5) 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 Cubby 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 1 30 82-85 0 170 915 1 20 9 1 5 8 0 1 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 0) 55 82-85 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3/4/2022 la>
E/NE 0.4-2.8 9 30 5015i 390151 175 0 0 0 0 0 0 0 0 0 0 0 0 3 10 30 5 0 0
E/NE 0.4-2.8 32 60 50(5) 460(5) 296 0 0 0 0 0 0 0 0 0 0 0 0 0 20 30 5 0 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 0 218 383
1 211 5/2 02 2 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
4/2 512 0 2 3 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
6/1 612 0 2 3 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
10/9/2023 S-SW 1.0-4.0 60 82-85 0 235 94
10/30/2023 W-NE 0.0-0.5 60 82-85 0 255 27
111812023 S-SE 1.0-4.0 58 82-85 0 240 91
12/12/2023 S-SW 2.0-5.0 55 82-85 0 178 102
111612024 N-NE 0.5-2.0 55 82-85 0 203 99 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
2/13/2024 N-NE 2.0-5.0 55 82-85 0 223 106
3/12/2024 S-SW 0.5-1.7 55 82-85 0 229 104 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
4/9/2024 W-SW 1.5-7.0 55 82-85 0 220 97
5/9/2024 W-SW 3.5-9.0 55 82-85 0 186 78
6/20/2024 N-NE 0.5-1.7 56 82-85 0 190 60
7/17/2024 S-SW 0.5-2.0 55 82-85 0 165 70 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
8/6/2024 N-NE 1.7-3.5 55 82-85 0 233 60
911112024 S-SW 1.0-3.0 58 82-85 0 234 60 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --
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 11of Page!1)
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CHARLOTTE WEST, NORTH CAROLINA 2022 SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
QUADRANGLE DATE: 9-9-24 REVISION NO: 0
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RESIDENTIAL I SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
a i DATE:9-9-24 REVISION NO.0
JOB NO. MOH-015 FIGURE NO.2

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\ DATE:9-9-24 REVISION NO.0
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EXPENDABLE DRIVE POINT • 704-586-0007 main
TOTAL DEPTH=43' SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
INJECTION INTERVAL=27-43'
a DATE:9-9-24 REVISION NO.0
NOTE:WELLS TO BE INSTALLED BY GEOLOGIC EXPLORATION, INC.,CERTIFICATION NO.A-4226 NOT TO SCALE
JOB NO. MOH-015 FIGURE NO.4

_'- LEGEND
SITE PROPERTY BOUNDARY
------
_ — ADJACENT PROPERTY BOUNDARY
SURFACE WATER FEATURE
/ 1 1 SHALLOW MONITORING WELL
LOCATION
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LOCATION
DEEPER MONITORING WELL LOCATION
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I� QO/" 00 DO Y M;%W 8S
` (865.11) (874.24) GROUNDWATER ELEVATION(FT MSL)
1 1 --' �- ESTIMATED GROUNDWATER
/'' ^ / 870 ELEVATION CONTOUR(FT MSL)
1 1
�CID INFERRED GROUNDWATER FLOW
/ MW-4S DIRECTION
1 CID / (874.24)AbMW4D \
CONCRETE WASTEWATER t
TREATMENT BASIN(EMPTY)
MW-10S PRE-REGULATORY
-' MW-11D LANDFILL AREA
,(89\28) I w DED
�MW 7S " MW-11S
\N pGP�EM'j (882.67) (8 8.74) (879.71)
(879.09) WOODE tt
MW-31D I
MW 6*(879.08) t 1
FUEL OIL AST
NOTES:
,i FORMER KNITRONICS 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
FACILITY MW-5D / HAINES SURVEYORS,JANUARY 2018.
-'
" O ��MW-5S / 2. MONITORING WELLS GAUGED ON 07/16/24 AND 07/17/24.
(872.70) � C
3 MW-1 —� --�__N �� 00 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
(883.83) ^ 00
-- l� CIO 00
MW-2S
\ MW-2D-0(880.52)--
L Q� ----
o -
-2 \ \ COI 1
\-WOODED
TREE FARM)) / APPROXIMATE
a I 0 200 400
o SCALE IN FEET
af
WSw 1 I �" rrE POTENTIOMETRIC MAP - SHALLOW WELLS
8
--� (JULY 2024)
Y
PROJECT FORMER KNITRONICS FACILITY
\` \ _ 1515 WEST ACADEMY STREET
0 I \G� �WSW-2 —I CHERRYVILLE, NORTH CAROLINA
y , 2923 South Tryon Street-Suite 100
/ — hart hickman Charlotte,North Carolina 28203
o 704-586-0007 main
`\\�� ❑ Q --------�_i\\`\ ' _ SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
DATE:9 9 24 REVISION NO.0
-J \ \ JOB NO. MOH-015 FIGURE NO.5

LEGEND
SITE PROPERTY BOUNDARY
/ / — ' ------- ADJACENT PROPERTY BOUNDARY
SURFACE WATER FEATURE
1 I SHALLOW MONITORING WELL
LOCATION
BEDROCK MONITORING WELL
LOCATION
DEEPER MONITORING WELL LOCATION
`
`WOODED WATER SUPPLY WELL LOCATION
/'" (874.01) GROUNDWATER ELEVATION(FT MSL)
/ //' //-,/ /'' 874 ESTIMATED GROUNDWATER
/O / ELEVATION CONTOUR(FT MSL)
1 C.5
'
c QO / I� _ INFERRED GROUNDWATER FLOW
/ /MW-4S \ DIRECTION
/ MW-4D
(874.01)
CONCRETE WASTEWATER t i
MW-10REATMENT BASIN(EMPTY) t i PRE-REGULATORY
/-' MW-11D ` � LANDFILL AREA
GREET / / (879.49) \� I 1 WOODED
p S � �MW-7S MW-3S MW-9S MW 11S\ �wOODE t1 I
V� PEA EMV / $
o / '
MW 3D 1 I 1
/ (877.33)
MW-6S FUEL OIL AST t
FORMER KNITRONICS NOTES:
FACILITY ` MW-5D 1
(873.18)� ; 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
HAINES SURVEYORS,JANUARY 2018.
O
MW-1 \
—�--' '-�_ I 1 / 2. MONITORING WELLS GAUGED ON 07/16/24 AND 07/17/24.
3. FT MSL=FEET ABOVE MEAN SEA LEVEL
MW-2S -
MW-2D-qjr—� d ---_
2� (882.47)� O
Co CO
CO
o
LL __ WOODED
(TREE FARM) / APPROXIMATE
0 200 400
a
o SCALE IN FEET
af
a \ I TITLE
WSW-1 I �' POTENTIOMETRIC MAP - DEEP WELLS
Y O _ -� (JULY 2024)
PROJECT
FORMER KNITRONICS FACILITY
-o __ -- 1515 WEST ACADEMY STREET
WSW-2 —I CHERRYVILLE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
__ hart hickman Charlotte,North Carolina 28203
U / /-- �� \ --� I 704-586-0007 main
/ \` ❑ Q----__----_i\ / SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
DATE:9-9-24 REVISION NO.0
I \ JOB NO. MOH-015 FIGURE NO.6

LEGEND
SITE PROPERTY BOUNDARY
\ \I
ADJACENT PROPERTY BOUNDARY
o� SURFACE WATER FEATURE
SHALLOW MONITORING WELL
LOCATION
BEDROCK MONITORING WELL
LOCATION
DEEPER MONITORING WELL LOCATION
WOODED \` _ i-
\ MW 8S WATER SUPPLY WELL LOCATION
(12.9) PCE CONCENTRATION(µg/L)
PCE ISOCONCENTRATION CONTOUR
? —0.7- (µg/L)
/MW-4S� \
(12.9) MW-41D'�
J� O1 CONCRETE WASTEWATER I \
TREATMENT BASIN(EMPTY) PRE-REGULATORY
MW-11D M Oy 0) I \ � \ \ LANDFILL AREA
WOODED
pP�EMY S - �MW-7S MW-3S�MW-9S MW38)S\ \ -WOODED \
P, - (0.0 6) (35,600) (208) 1
O � IW-3D I
7,000
(146 8) FUEL OIL AST 1 I NOTES:
/ - FORMER KNITRONICS �j \. / 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY
/'- FACILITY \ MW-5D .I / JIM HAINES SURVEYORS,JANUARY 2018.
o ' 2. MONITORING WELLS SAMPLED JULY 2024.
(
143)LL MW-1 O —' 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
(<0 22) _� - ��_ µg/L=MICROGRAMS PER LITER
INS=NOT SAMPLED
!�
MW-2S -�-
MW-2D-rj�F(<0.22).! ____------
LL !�
WOODED
" I (TREE FARM)
- =I APPROXIMATE 0 200 400
i
o SCALE IN FEET
®WSW 1 I
a \ /-�" ""` SHALLOW GROUNDWATER PCE
CONCENTRATIONS MAP
(JULY 2024)
PROJECT
_ \ \ FORMER KNITRONICS FACILITY
o "O v 1515 WEST ACADEMY STREET
?`,\ (Awsw-2 CHERRYVILLE, NORTH CAROLINA
1
hart ''` hickman CharrlottetNo hoCaroflina2820300
o
704-586-0007 main
\O ❑ -�-- I\�� I _ SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
a 00 \ DATE:9-9-24 REVISION NO.0
'� JOB NO.MOH-015 FIGURE NO.7

LEGEND
SITE PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
Z,' / ------ \I 1, OQI SURFACE WATER FEATURE
/'' 1 SHALLOW MONITORING WELL
1 1 LOCATION
BEDROCK MONITORING WELL
� LOCATION
DEEPER MONITORING WELL LOCATION
1 1
`WOODED \ 1 /- WATER SUPPLY WELL LOCATION
\ / MW 8S
(36.2) PCE CONCENTRATION(µg/L)
'� /--/-' _0 7_ PCE ISOCONCENTRATION CONTOUR
1
(µg/L)
1MW-4D1
? (0.226) \
70 ! I 11
J� CONCRETE/WASTEWATER
TREATMENT BASIN(EMPTY) i f �pRE-REGULATORY
`WOODED
/-' MW-11D MW-10S \ LANDFILLAREA
� \
pE �MW-7S MW-3S'O-MW-9S MW-11S\ \'WOODED
MW-3D
(36.2) I 1 \
/ NOTES:
MW-6S FUEL OIL AS` 1 1 1 B E MAP OBTAINED
FROM SURVEY
CONDUCTED BY
IM
/ FORMER KNITRONICS 2. MONITORING WELLS SAMPLED IN JULY 2024.
FACILITY ` 0 MW-5D 1 /
/ - 3. FT MSL=FEET ABOVE MEAN SEA LEVEL
// -/-- �` (21=MW-5S �1 1 / µg/L=MICROGRAMS PER LITER
3 MW-1 E 4. PCE CONCENTRATION IS MW-20 WAS(0.673 µg/L)IN
SEPTEMBER 2024.
MW-2S
LL ` MW-2 22D- ! _
=I
0
WOODED
TREE FARM
( ) / APPROXIMATE
0 200 400
SCALE IN FEET
a
a DEEPER GROUNDWATER
®WSW-1� PCE CONCENTRATIONS MAP
JULY 2024)
RO'ECT FORMER KNITRONICS FACILITY
--- a I 1515 WEST ACADEMY STREET
i �, � � _
�wsw 2 CHERRYVILLE, NORTH CAROLINA
C
2923 South Tryon Street-Suite 100
hart 1 hickman Charlotte,North Carolina 28203
~ 704-586-0007 main
o —
/'' SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
_ _ a_ ------- - -
a Q DATE: 10-10-24 REVISION NO.0
JOB NO.MOH-015 FIGURE NO.8

LEGEND
SITE PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
MW-11D(7/17/24) /
PCE 453 SHALLOW MONITORING WELL LOCATION
TCE 17 MW-11S(7/17/24) Q BEDROCK MONITORING WELL LOCATION
CIS-1,2-DCE 24 PCE 1.38
VC <0.170 / TCE <0.180 0 DEEPER MONITORING WELL LOCATION
MW-7S(7/16/24) O CIS-1,2-DCE 40 —————— PHASE I INJECTION AREA
VC 55.4
PCE 0.286 —————— PHASE II INJECTION AREA
TCE <0.180 __ __ MW-10S(7/17/24)
CIS-1,2-DCE <0.200 / � � � �� PCE 4,070
VC <0.170 / ' / `\ TCE 649 SAMPLE ID&DATE
' CONCRETE WASTEWATER \ CIS-1,2-DCE 7,790
MW-3S(7/17/24) TREATMENT BASIN(EMPTY) \\ VC 442 MW-7S(7/16/24)
PCE 36,000 PCE 0.286
I CONSTITUENT TCE <0.180
TCE 28,800
CIS-1,2-DCE 37,800 ----�— _ MW-11 `IMW-10S \� CIS-1,2-DCE <0.200
PCPpEM / VC 1,070 -``\ i \ VC 0.170
\ MW-11S I CONCENTRATION
MW-9S / (µg/L)
MW-3S
MWJS ���
MW-9S(7/17/24) `
\ NOTES:
PCE 208
� 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
TCE 1,930 HAINES SURVEYORS,JANUARY 2018.
Q MW-3D CIS-1,2-DCE 56,600 \� 2 MONITORING WELLS SAMPLED JULY 2024.
/ VC 2,690
a / \ 3. PCE=TETRACHLOROROETHYLENE
/
FUEL OIL AST TCE=TRICHLOROETHYLENE
/
/ DCE=DICHLOROETHYLENE
/ VC=VINYL CHLORIDE
/ AST=ABOVEGROUND STORAGE TANK
Ng/L=MICROGRAMS PER LITER
ID
LL 1 4. J FLAG DENOTES ESTIMATED CONCENTRATION BETWEEN
I /
I / LABORATORY REPORTING LIMIT AND METHOD DETECTION
LIMIT.
5. BOLD VALUES EXCEED 2L STANDARDS.
MW-6S /
v APPROXIMATE
FORMER KNITRONICS MW-6S(7/17/24) 0 50 100
r FACILITY PCE 46.8
SCALE IN FEET
TCE 0.799
INJECTION AREA WELLS
CIS-1,2-DCE 12.3
VC <0.170 VOC CONCENTRATIONS MAP
(JULY 2024)
N PROJECT FORMER KNITRONICS FACILITY
0 1515 WEST ACADEMY STREET
0 CHERRYVILLE, NORTH CAROLINA
2923 hart 'ti hickman Charlotte,tNo hoCarolina2820300
o 704-586-0007 main
SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
0
a DATE:9-9-24 REVISION NO.0
JOB NO. MOH-015 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(Ng/L)
MW-11S \
MW-9S (14,000) \ (208) JULY 2024 PCE CONCENTRATION(Ng/L)
(75,000) \ >0.7-70 Ng/L PCE CONCENTRATION
' MW-3S \ 70-700 Ng/L PCE CONCENTRATION
MW-7S (43,000) \
/ (1.4) \ 700-7,000 Ng/L PCE CONCENTRATION
' \ >7,000 Ng/L PCE CONCENTRATION
MW-3D \ —————— PHASE I INJECTION AREA
\
\ —————— PHASE II INJECTION AREA
FUEL OIL AST \
\
i
M ;6S
(4, 00)
" JULY 2024 /, - NOTES:
/ \ 1. BASE MAP OBTAINED FROM SURVEY CONDUCTED BY JIM
CONCRETE WASTEWATER ♦♦ \ HAINES SURVEYORS,JANUARY 2018.
TREATMENT BASIN(EMPTY) ♦ \ 2. MONITORING WELLS SAMPLED OCTOBER 2020 AND JULY
/ / \
1 \ 2024.
MW 11 D 3. Ng/L=MICROGRAMS PER LITER
MW-10S \\
V� PCP
♦ MW-11S 1
0 MW-9S 1 \
I \MW-3S ♦ I ��
- MW-7S (36,000) \
v \ APPROXIMATE
0 50 100
SCALE IN FEET
MW-3D
/ SHALLOW GROUNDWATER PCE
/ \ CONCENTRATIONS COMPARISON MAP
/ FUEL OIL AST \ (OCTOBER 2020/JULY 2024)
Y ; ` PROJECT FORMER KNITRONICS FACILITY
1515 WEST ACADEMY STREET
0 / // \ CHERRYVILLE, NORTH CAROLINA
1
// • 2923 South Tryon Street-Suite 100
'"�/ hart • hickman Charlotte,North Carolina 28203
// • 704-586-0007 main
SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
MW-6S
DATE:9-9-24 REVISION NO.0
♦♦ �� JOB NO. MOH-015 FIGURE NO. 10

LEGEND
SITE PROPERTY BOUNDARY
ADJACENT PROPERTY BOUNDARY
R
/-' CHAINLINK FENCE
EXISTING GUARDHOUSE \
POTENTIAL SUB-GRADE CONCRETE FOOTER
SVE-7 ® FORMER FLOOR DRAIN
N \
/ 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
•(3-FAN LOCATION) SVE-5 INTERIOR CIRCULAR COLUMN
/ , ` \
`
® � 0 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
TRANSITION FROM � SVE-8
MW-3S \ WOODED W-50® APPROXIMATE AMBIENT AIR SCREENING
ABOVEGROUND TO BURIED 4i
GROUND PIPE -FAN oQEI°5°i°�l�j LOCATION
3
TRANSITION FROM IN ET RIOR �® ♦ %. % �� \
PTO EXTERIOR PIPING ®UBBY ®N-100
3"SCH 40 PVC LONG RADIUS
90-DEGREE ELBOW(TYP) FIELD WELLS
MINI I�1-FAN A SVE-1 &SVE-2
OUND UNDERGR " S�oPE pS°° QMW-3D " ♦ B SVE-3&SVE-4
PIPE ®\NE-70 C SVE-5&SVE-6
SVE-6 FACILITY DISCHARGE \ D SVE-7&SVE-8
• "" " �5�
INSTALL PIPE THROUGH S�oPE� t°' a• 'ABOVEGROUND ®SVE-6 FAN(1-FAN LOCATION) N-50
EXISTING CHASE WITHIN WALL ��ih y STORAGE TANK �`;; N \
a �� �o UTILITY POLE AND
SVE-2 SVE-1 ♦ ��� m OFF-GAS DISCHARGE
LL TANK STACK ` NOTES:
INTERIOR LOAD-BEARING �� \L-so
IS WALL � `z ®\ 1. DEPICTED LOCATIONS OF SVE PIPING ARE APPROXIMATE.
a 0 " STAIRS
m ® ` 2. ONLY INTERIOR COLUMNS WITHIN TREATMENT AREA ARE
>I �`� SHOWN.
2 CONCRETE \
N MW-6S " CONTAINMENT PIT \
• ®W-50 \
O "
SVE BUILDING \ N
LL SVE-3
G G
S-50 APPROXIMATE
® 0 40 80
g SVE-4 EXISTING BUILDING \ SCALE IN FEET
EXTERIOR WALL
SVE SYSTEM PIPING LAYOUT
BROKEN
�ASPHA T—'\ \ AS-BUILT
\ PROE`r FORMER KNITRONICS FACILITY
0 " ®S-100 1515 WEST ACADEMY STREET
= CHERRYVILLE, NORTH CAROLINA
HORIZONTAL SVE PIPING INSTALLED
WITHIN TRENCH TO COLUMN THEN
" '1• 2923 South Tryon Street-Suite 100
" INSTALL VERTICAL PIPING ALONG hart • hickman
Ch.lott.,North
COLUMN TO CEILING.TYPICAL OF 04r586-0007 mainrolina 28203
` SVE-1 THROUGH SVE-4.
SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
0
a DATE:9-9-24 REVISION NO.0
®s-150 JOB NO. MOH-015 FIGURE NO. 11

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
TEMPERATURE
AIR SILENCER POWER METER,BREAKERS TI
2"SCH 40 PVC BALL INDICATOR
AND DISCONNECT
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
\ � HIGH/HIGH
sH PRESSURE SWITCH
HIGH/HIGH
HEATER
sH LEVEL SWITCH
LSH SH F/ F/ FI FI HIGH/HIGH
ELEVATED MOISTURES LSH LEVEL SWITCH HIGH
SEPARATOR(55-GALLON)
P/ PI P/ PI 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 FI NOW 12"X 24"WALL VENT 10-
PI sH INTRINSICALLY INTRINSICALLY a
SAFE ROOM
SAFE ROOM
a a 4"SCH 40 PVC
v 66-GAL DRUM
4'
4"GALVANIZED CONTAIPALLET MENT
I REMOVABLE
STEELEXHAUST I RAMP
PI SH I
0 L_ _j a
36"DOOR
AIR
0
EXPLOSION PROOF THERMOSTATS FILTER -FAN THERMOSTATS
CONTROLLED FAN WITH WIRE P/
SCREENS ON BOTH SIDES AND 20 HP BLOWER VAPOR TIGHT
12"X 24"WALL VENT BELOW AIR INTERIOR WALL CONCRETE PAD
o SILENCER
0
2"SCH 80 PVC
BUTTERFLY VALVE n ��
a
2"BRASS GATE S DOUBLE 36" DOORS
a VALVE
THERMOSTAT CONTROLLEDJ SVE BUILDING PLAN VIEW LAYOUT
2"BRASS SOLENOID VALVE FAN WITH WIRE SCREENS ON
(NORMALLY CLOSED) BOTH SIDES AS-BUILT
3aecr
16' FORMER KNITRONICS FACILITY
0 1515 WEST ACADEMY STREET
0 CHERRYVILLE, NORTH CAROLINA
2923 BUILDING SYSTEM LAYOUT - PLAN VIEW hart 1 hickman Charlotte,tNo hoCarolina2820300
o 704-586-0007 main
0
NOT TO SCALE SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245 Geology
a DATE:9-9-24 REVISION NO.0
JOB NO. MOH-015 FIGURE NO. 12

WSW-41
WSW-40
Opp wsw-6
WSW-39 ��
WSW-42
WSW-38 G
WSW-46 WSW-44
WSW-37 A/B
W
WSW-34 m
E SW-43 WSW-36 .p WIN
WSW-33 MY SIRE ' M WESTGATE PARK
wow 35 < POP All
WSW-45 WSW-32 � RI 1
WSW-30
WSW-
WSW-2
W 9
D TRIBUTARY OF ••
BROWN 4,-RSON WSW-18 WSW 1 MUDDY FORK CREEK g,
WSW-20 WSW-19 WSW-2
WSW-3 � � ■
WSW-21 WSW-4 ■
WSW-25 WSW-23 WSW-17 . ■
so
WSW-26 WSW-22 ■
°' WSW-16
WSW-24
WSW-8 -
WSW-15
-g © +
� WSW-27
WSW-10 -
0
WSW-13 x. ,
O TITLE
LEGEND SITE VICINITY AND WATER SUPPLY WELL
SITE PROPERTY BOUNDARY N LOCATION MAP
PROJECT
FORMER KNITRONICS FACILITY
WATER SUPPLY WELL OBSERVED APPROXIMATE
3 0 450 900 1515 WEST ACADEMY STREET
= CITY WATER NOT AVAILABLE;
SUPPLY WELL LOCATION UNKNOWN SCALE IN FEET CHERRYVILLE, NORTH CAROLINA
PROPERTY ON CITY WATER; • 2923 South
Tryon
® hart '1+ hickman Charlotte,NorthCaroli 00
SUPPLY WELL NOT USED Carolina
o 704-586-0007 main
w CITY WATER AVAILABLE ON STREET SMARTER ENVIRONMENTAL SOLUTIONS
o License#C-1269/#C-245 Geology
a DATE:9-9-24 REVISION NO.0
JOB NO. MOH-015 FIGURE NO. 13

Appendix A
Certifications
22
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Report/Knitro❑hal : hickman
SMARTER ENVIRONMLNTAI 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.
V /0 -- A
James E. Baxter,VP Mohican Mills Inc.
Warehouse Operations Date
C/n Cob-( County
State
I, �lisGhzi��r a Notary Public of said County and State, do hereby
certify that \)arnrs 'S 2YIrC personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
WITNESS my hand and official seal this 21 day of
Elisabeth D Homer
Notary Public
Catawba County, North Carolina
Notary Public (signature) My Commission Expires 10/04/2025
My commission expires: l(J Qt�7Gz5
Ct\Users\Owner\AppData\i.ocal\MicrosoR\Window\rNetCache\Content.Outlook\ICSSKXMS\Knitrorics Annual GW Report(2).doc 14
ha "I%. hickman
i�dhgTTN, -Citd.tF r;'t.: ;OWTVJNS

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.
►01Z5 ( I
Mr. Matt Bramblett, PE and RSM Date
Principal
Hart& Hickman, PC
4(-)e--)L County
150 ���1y—tState
I, [$LA) YU a Notary Public of said County and State, do hereby
certify that M Ori+ 5-Oi A4 b U7H— personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
WITNESS my hand and official seal this2S�day of O --jijx9-1 b2.T
E LL S
�OTAR y s
pU
cA�p
\
Notary Public (signature 1111111111\) l
My commission expires:
hnps://harthick.sharepoint.com/sites/MasterFiles-I/Shared Documents/AAA-Master Projects/Mohican Mi l Is-MOH/MOH-0l5 Knitronics 2024/ReporUKnironicsr
hart hickman
SMARTER ENt HONMENTAL SOLUTIONS

Appendix B
Low-Flow Groundwater Sampling Records
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Report/Knitronics
hart W hickman
SMARTER ENVIRONMENTAL SOLUTIONS

hart '�• hickman Stabilization Criteria
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
ORP+/-10 my Well ID- MW-1
LOW-FLOW GROUNDWATER pH+/-0.1 unit
SAMPLING RECORD I I I Well Location Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date: Ila- =-
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume:
Total Well Depth (ft): 35 Depth to Water(ft): Z9'�5 Well Diameter 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 20 to 35
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 32 ft.
Weather Conditions: Cke'Lkk 18°F NOTES: 54mr� Q (5) 0-7
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped SRI, Rate (mgm S/cm (SU) (mV) (NTU
0-740 o.2S 7,30 21 , �- Z3-�- V.S- 121.2 �o
075-0 2 .30 6,5*0 7.23 2.t•1 2-3,2 V,83 /12.8 23.3
0god 2 .32 0.7S 7.3s 21 .y 22.Q y 12q.1I1�1
08 o ,32- I ,Oo 7. -22.8 .7q
Other Sample Parameters: Fe2+ _
Sampled at: Oslo Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260;TOC

Stabilization Criteria
hart O hickman DO+/-0.3mg/1
Turb.+/-10%(<10 NTUs) Job No MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER pH++/-10 mV
pH+/-0.1 unit Well ID: MW-2D
SAMPLING RECORD I I Well Location Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: -7 - " o r Z9
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: JS-39
Total Well Depth (ft): 120 Depth to Water(ft): 25. 1 Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 115 to 120
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 117 ft.
Weather Conditions: NOTES: S�As TL' 'g2 G) �Z3
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate (mgm S/cm (SU) mV NTU
17-40 2 . ,oz Sv 8� \A ID\ ,'� 7, ) - 13.2 27�
1250 Z6,23 "1 3.Ro bl . 4 9 _ , 3
1300 (o• o �9 Z 2Q
131c� I�00 3.1 ,3 0` b o 9
i zo 2�.45 1 2S D\ 19.3 6 f�.6� 2� I
13 2 �f5 5or , Z I z� 85.3 59 30 lT
TO-13 1 '-IS .20 II.?_ 43.5 .51 �7 0_ ��
1'7)50 2 b
Other Sample Parameters: Fe2+ = f�
Sampled at: Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to Wq`. c"�`� by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260; TOC

hart '� hickman Stabilization Criteria
DO+/-0.3 mg/1
Turb. +/-10%(<10 NTUs) Job No MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER ORP+/-10 mV Well ID MW-2S
pH+/-0.1 unit
SAMPLING RECORD I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date: 7- I ?_�
Top of Casing Elevation (ft msl) Casing Material: PVC Volume of Water Per Well Volume:
Total Well Depth (ft): 35 Depth to Water(ft): 21. 3 Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 20 to 35
nw
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 3 ft.
Weather Conditions: Qa� y Cry $g°F NOTES:
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate m /I S/cm (S) um_ NTU
.97 99,7 32
�115 2?•4?3 �.35 Iq.2 — 3 19, 2 g
IIz7 27 q3 ..-7 f�. qI I� y�
1135 27- (,3 I .b o �( ,� 1 I 4 Z, 5 5,
I l35"
Other Sample Parameters: Fe2+ _
Sampled at: \�'�'� Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: W°`�Ra'`n'k by at
Field Filtration: ( )Yes No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives). VOC 8260; TOC

Stabilization Criteria
hart hickman DO+/-0.3mg/1
Turb. +/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER pH++/-10 mV
pH+/-0.1 unit Well ID: MW-3D
SAMPLING RECORD I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: 7_ 1�-ELI
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume:
Total Well Depth (ft): 102 Depth to Water(ft): �j0 -,z,2 Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 97 to 102
Type of Pump: Bladder Pump Tubing Material Poly Pump/Tubing set at: 99 ft.
Weather Conditions: NOTES: Qo21 n9 9
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate Lmgm (PS/cm) (SOU mV (NTU)
145v 3&-5s ,25 9.09 20."1 37•q -77.�F 2t
1500 30.SS T �8c� 1 .g 3(a:C>
S l d 30, •_7 5 .61 0, 31 --1 - Icy
�52G
t S36 0,5 o,7 5.2 — 79_9 Z
Other Sample Parameters: Fe2+ _
Sampled at: \S` D Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: Wa oL\ _ by - - at _
Field Filtration: ( )Yes (�) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives)- VOC 8260;TOC

Stabilization Criteria
hart hickman DO+/-0.3mg/1
Turb.+/-10%(<10 NTUs) Job No MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
ORP+/-10mV
LOW-FLOW GROUNDWATER pH+/-0.1 unit Well ID: MW-3S
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: J')I '---) q
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume:
Total Well Depth (ft): 37 Depth to Water(ft): Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 22 to 37
Vi
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: ft.
Weather Conditions: S'���`/ 1, `� NOTES: i � �` � 15--
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate (mg/I) 111 S/cm SU (MVOO Nf TU)
I Sad 30,Q i 2 5' 2.78 2(,Z 21-7
5q b 3(,02 15-0 l , Sq 21 , / �.z� -!38.� 8
I�Se Sl , to ,-75 J,1 f 2\,2 375.3 6,Zq - 153.4 ?
�bd 3t,13 i.o — 'Ocl 2t,2 � 79 6114`7 -l612,l 7
1 L 31, 3 ) ,ZS 1 .00 21 , t /o, ti 5o -10q•b (0
I LS& k 13 1_5-11
Other Sample Parameters: Fe2+ _ (O,D
Sampled at: \62-D 4 ® \b3(� Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260; TOC; MEE RSK-175; RCRA Metals

Stabilization Criteria
hart 0.w*� hickman DO+/-0.3mg/I
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER + 10 pH+ 0
/- .1 unit Well ID: MW-4D
pH+ t
SAMPLING RECORD I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date:
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: _V_
Total Well Depth (ft): 67 Depth to Water(ft): 2 3. a(D /'�wG l Well Diameter: 2'#
Sampling Personnel: M. Westendorf/E. Neely Screened Interval: 57 to 67
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 62 ft.
Weat r Conditio s: f2I_)Wj A _Aa (, U+�il'C�' 1za NOTES:
C_ 9 d 1S3 - Z-1.
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate Lmgm C-CD S/cm (SU) (MV) NTU
3<< n0'qt_ / TI c"'.5 _ sue
i Mal
{
Other Sample Parameters: Fe2+ _
Sampled at: 1,5 y Parameters taken with: YSI Pro Plus, Micro TP
Sample Delivered to: by COL)r'rfAr— at
Field Filtration ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260; TOC; MEE RSK-175 RCRA Metals

hart hickman Stabilization Criteria
_ DO+/-0.3 mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER pH++/-10 mV
pH+/-0.1 unit Well ID: MW-4S
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: ;'/.
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: s`'� 0 $( �
Total Well Depth (ft): 28 Depth to Water(ft): a3-C�, t/77X_ Well Diameter: 2"
Sampling Personnel: M. Westendorl'/ E. Neely Screened Interval: 13 to 28
Type of Pump Bladder Pump Tubing Material: Poly Pump/Tubing set at: 20 ft.
Weathe Conditions: 5 ti ' 0 r' S� .�' NOT S: N 3�0 d a i/�" (�J 91
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate (mg/I) C-C-1 S/cm (SU) (MV) N( TU)
Fs.3-2 `- 3a.�2, -3y 2 F1, I
4
y ( �3- O 5.,7 0?q131 q
I 3.-X .ao I�'.(,. 31(s- r.4;2. agsS iz
N51-- 0. a0 ^, i ( 3y, 7 5--ft —
Other Sample Parameter: Fe2+ _
Sampled at: 1 l S �7 Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: W g'gIpcinv -- by ( ci er at
Field Filtration: ( )Yes �No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260; TOC; MEE RSK-175; RCRA Metals

hart Stabilization Criteria
-49 hickman DO+/-0.3mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER ORP+/-10 mV Well ID: MW-5D
pH+/-0.1 unit
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: -I(o-'-�y
Top of Casing Elevation (ft msl): Casing Material. PVC Volume of Water Per Well Volume: .�
Total Well Depth (ft): 84 Depth to Water(ft): 0?0.4 Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 791 to 84
Type of Pump. Bladder Pump Tubing Material Poly Pump/Tubing set at: 81 ft.
Weather Conditions: NOTES:
GROUNDWATER SAMPLING PARAMETERS t/ 3 r/ (� -Q O
Water Volume Pumping DO o 3 Temp. S. Cond. '9 pH -VORP Turbidity
Time Level Pumped Rate m /I S/cm mV N( TU)
i���PP r�1 oo��tL 3L t
�2� q.&T
Other Sample Parameters: Fe2+ _
Sampled at 1513 _ Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: 04Ak- by C0(J�����- at
Field Filtration: ( )Yes &f;) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260; TOC; MEE RSK-175; RCRA Metals
File:e11--ii—yMnp9atateatlfelicresvftydrtrrlonosIldetEarii�orit gotcic@�Eyt8z"+fo1611PaneF rn
UaleJ11j,r_1UZ4

14 Stabilization Criteria
hart ► hickman DO+/-0.3mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond. +/-3%
LOW-FLOW GROUNDWATER ORP+/ 10 mV
pH+/-0.1 unit Well ID: MW-5S
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: - 7(f
Top of Casing Elevation (ft msl): Casing Material PVC Volume of Water Per Well Volume: S
Total Well Depth (ft): 28 Depth to Water(ft): (//' hC"" Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 13 to 28
Type of Pump: Bladder Pump II II Tubing Material: Poly Pump/Tubing set at: 20 ft.
Weather Conditions: e 7� t�✓ r�ZZ NOTES: 1.1 J'o?a`699'l` L./ 4C1 073"5_ ,_120
`t
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. t S. Cond. -�Z pH ` bRP �Furbidity
Time Level Pumped Rate (mg/I) C-Q.) S/cm (SU_) (Mom (NTU)
�(a a — (yo I ce.C�— 3a �Id
FT—
�S vv K[
3, 35-Wo M L ,23.4 14 A 9
Other Sample Para�me�terrs,: Fe2+ _ =
Sampled at: ,t—'r1 ly / f156� Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: by Gnu_A_�� - at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260;TOC; MEE RSK-175; RCRA Metals

hart Pw hickman Stabilization Criteria
DO+/-0.3 mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
ORP+/-10 mV Well ID: MW-6S
LOW-FLOW GROUNDWATER pH+/-0.1 unit
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date:
Top of Casing Elevation (ft msl): Casing Material: PVC Volume�Tf Water Per Well Volume:
Total Well Depth (ft): 46 Depth to Water(ft): { f 7rG Well Diameter: 2
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 31 to 46
Type of Pump. Bladder Pump Tubing Material: Poly Pump/Tubing set at: 38 ft.
Weath Cond ��
itions: o T S 401 �( ems'' N DES: 5�d t 9 U 2�o ) I r`
1 1 1 u
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate m /ICQ 4ts/cm) SU (MV) NTU
3-.03
9(mil.(b c.
booms
�.
ilk w ��
Other Sample Parameters: Fe2+ _ Q6 I lea
Sampled at: /'-� 1�, 1, Parameters taken with. YSI Pro Plus, Micro TPI
Sample Delivered to: by C-W11-L4, at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260;TOC; MEE RSK-175, RCRA Metals

s, 1 D 1 s,5�
hart ''` hickman Stabilization Criteria
DO+/-0.3 mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER ORP+/-10 mV Well ID: MW-7S
pH+/-0.1 unit
SAMPLING RECORD Well Location: Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date: -7—)(o '2�
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: 2.3-7
Total Well Depth (ft): 45 Depth to Water(ft): ?O.YS Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval 30 to 45
W
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 317 ft.
Weather Conditions: C_`cuAY 92m F NOTES: S44 Pad�ge— DS-5-0
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped 3- Rate Lmgm (PS/cm) (SLI) (MV) NTU
0o 3d 55 ,Z5' B .(.S Iq.1 yi. -7 q.33 12.o. 1 19 to
01 lc) .75- -7.01 9 1).31 /30. 2-
4 20 3b, 70 1.215 b ,S 7 2 19 75TT �1
0 93b 3p,70 1.-)5 ' I8 b 3. 7L /67,3 1-7
0975 36,70 212 �.43 18.y D 3.72 /0. 6 j'2
�0o e 30 7 3, 77
Other Sample Parameters: Fe2+ _
Sampled at: 1 0c)C Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: W°`7 ���"'� by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives). VOC 8260; TOC; MEE RSK-175; RCRA Metals

'� hickman stabilization Criteria
hart
curb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER pH++/-10 mV
pH+/_0.1 unit Well ID: MW-8S
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date:
Top of Casing Elevation (ft msl): Casing Material: PVC /Volume of Water Per Well Volume:
Total Well Depth (ft) 43 Depth to Water(ft): 33.(�� L.LoC) Well Diameter: 2'
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 2& to 43
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 35 ft.
Weather Conditions ov GF P-t NOTES: } j 3�J IL lo"
d, 0 GlkMerR; D 1:.
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate m /I CC—) S/cm (SLI) mV (NTU)
— = - m
3.44 /o w 3C.
J/ a:
Other Sample Parameters: Fe2+
Sampled at:- 112 0SL_ Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: ui7L by �Ltc�lA at
Field Filtration: ( )Yes o If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260;TOC

hart '` hickman Stabilization Criteria
DO+/-0.3 mg/1
Turb. +/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
ORP+/-10 mV
LOW-FLOW GROUNDWATER pH +/-0.1 unit Well ID: MW-9S
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/ Mohican Mills Date: -( - ��' M
Top of Casing Elevation (ft msl): Casing Material. PVC Volume of Water Per Well Volume: 2 .Cq
Total Well Depth (ft): 40 Depth to Water(ft): `Z-1 .�`� Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 25 to 40
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: -3 ft.
Weather Conditions: �,��n.y NOTES: 340�- `
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate (mg/I) C-C-1 S/cm (SU) mV (NTU)
v3,5 1�j 28,35- .25- (a,10 2o'3 7-7C CD,1\ —71 3S
\L\D5 20,50 So S21 20�-3 c _ �� I o -�84
1g1S 28,5a 5 (3 � �7b 6. l 9 2-0
NIL 2 1-55 'q.03 25,5 / 43E3 6,oQ -99.7
lgsc) 29.53 1.2 ob i 169c 6 03 —!b7 /b
1g35 26-53 � .yc - 27 204s /6�6,g �, b3 - /a6 lb
140 24.53 1 ,-7vr 3�'tJ ZD.S )711 lv, bJ _ !D3
Other Sample Parameters: Fe2+ _ �r,
Sampled at: J�a Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: a`I 2o�Y�c by at
Field Filtration: ( )Yes (X) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives) VOC 8260; TOC; MEE RSK-175; RCRA Metals

z77vye
hart ''� hickman Stabilization Criteria
curb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER ORP+/-10 mV
pH+/-0.1 unit Well ID: MW-1�S
SAMPLING RECORD I Well Location: Cherryville, cNtC
Facility Name: Former Knitronics/Mohican Mills Date: I - 1 -2 -1
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: 2 ,q2--
Total Well Depth (ft): ��qL Depth to Water(ft): Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: �44 Z-7
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 3-f 3y ft.
Weather Conditions: 5UA% ,fi $s"F NOTES: S4tk ware-G) 115S
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond, pH ORP Turbidity
Time Level Pumped Rate (mg/I) ([IS/cm) (SU) mV N( TU)
12\0 2 .5D Sa f1,22 Z 1 .5' .Z0g2 11 -lz2-Z 20
1 L2- 2q,35 .7S h.2� Z1, q t"1'7(,
i2 30 29 .3� tt�� n ,09 21,? )orb (­o 7 S5-
2140 Zq .33 1,2 5 0. 21 .8 85P (01 b 1 q3
1-5-5Za .13S 0,64 Zt,d �67 6,60 _1 \? 20
1360 2 `-33 7 b.o ZI IF 600
► to 2 13 Z.0 o �.o� v .q_ 59(�
Other Sample Parameters: Fe2+
Sampled at: \3L0 Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: �wj ©`�� by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260; TOC; MEE RSK-175; RCRA Metals

hart ''� hickman Stabilization Criteria
_ DO+/-0.3 mg/1
Turb.+/-10%(<10 NTus) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond. +/-3%
LOW-FLOW GROUNDWATER +/-10 mV
pH+/-0.1 unit Well ID: MW-11 D
pH+
SAMPLING RECORD I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date: 7- / 7- 2 y
Top of Casing Elevation (ft msl): Casing Material PVC Volume of Water Per Well Volume: 7,
Total Well Depth (ft): 75 Depth to Water(ft): �'.2`� Well Diameter: 2"
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: 65 to 75
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 60 ft.
Weather Conditions: 0 oL L+y 74 `F NOTES:31-esk ��3°- 571;D
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate m /I C—Cl S/cm mV N( TU)
b-10 29.5a ,25' 3'1 /Q,1 q,�9 1. /05'
619'0 24,5Z, ' Sb � !8. .�F n 3 7_
by 9
91. r7a 6•0� 37, 7 5.io -1 38
l l3
z S •2S I/ 0,3 —
-b o— 1,52
2 ,5- 1 ,-7S , ia� 0'3
2,ab (�.35 �$,4 G,Z 5.3o -2-3
Other Sample Parameters: Fe2+
Sampled at: Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260;TOC; MEE RSK-175; RCRA Metals

hart ''� h i c k ma n Stabilization Criteria
DO+/-0.3 mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
LOW-FLOW GROUNDWATER +/-10 mV
pH+/-0.1 unit
Well ID: MW- 1
pH+
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date: 7— i'_7 -2�
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume: 2.2c,
Total Well Depth (ft): 9 ' act Depth to Water(ft): Well Diameter: 2"
M�
Sampling Personnel: M. Westendorf/ E. Neely Screened Interval: — 2y —3 q
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: $4- 35 ft.
Weather Conditions: 5-u,(\ y �d�I' NOTES: 5�0.4 Ru-fie- G)� D'g5G
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate tmgm S/cm) (SLI) (MV) (NTU)
I oob 28.7-7 ZS f�.2L V.\ )`L43 6.5-7 (,4,� ?20
10 Z a 2 ,'1"I 250 653 �0 zoo
/v3d 28,-t1 I .D 5 2t_o I25'l L�.�Z -q9,5'
2 .0 1225
Ip�O ���I t_5v Z8 21.0 /2l� (o.q2- —/of,/
Other Sample Parameters: Fe2+
Sampled at: 1 o 5b Parameters taken with: YSI Pro Plus, Micro TPI
Sample Delivered to: \4 by at
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives) VOC 8260: TOC; MEE RSK-175: RCRA Metals

hart � hickman Stabilization Criteria
DO+/-0.3 mg/1
Turb.+/-10%(<10 NTUs) Job No: MOH.015
SMARTER ENVIRONMENTAL SOLUTIONS S.Cond.+/-3%
ORP+1-10 mV
LOW-FLOW GROUNDWATER pH+/-0.1 unit Well ID: MW-2D
SAMPLING RECORD I I I Well Location: Cherryville, NC
Facility Name: Former Knitronics/Mohican Mills Date: 9/11/2024
Top of Casing Elevation (ft msl): Casing Material: PVC Volume of Water Per Well Volume:
Total Well Depth (ft): 120 Depth to Water(ft): 25A8 Well Diameter: 2"
Sampling Personnel: M. Westendorl' Screened Interval: 115 to 120
Type of Pump: Bladder Pump Tubing Material: Poly Pump/Tubing set at: 117 ft.
Weather Conditions: Sunny 70's Notes: Start purge @ 1100
GROUNDWATER SAMPLING PARAMETERS
Water Volume Pumping DO Temp. S. Cond. pH ORP Turbidity
Time Level Pumped Rate ilngm fl� S/cm (SU) (MV) (NTU)
1100 25.6 .25 gal 0.025 5.58 19.3 96.9 7.08 21,9 Clear
1120 25.73 0.5 0.025 5.61 19.5 96 7.19 31.7 Clear
1130 25.73 0.75 0.025 5.7 19.5 97.6 7.27 35.3 Clear
1140 25.73 1 0.025 5.43 19.5 95.7 7.18 44.1 Clear
1150 25.73 1.25 0.025 5.4 19.5 95.2 7.08 46.8 Clear
1200 25.73 1.5 0.025 5.48 19.5 84.6 6.68 50.2 Clear
1210 25.73 1.75 0.025 5.35 19.5 80.5 6.65 60.9 Clear
1220 25.73 2 0.025 5.39 19.5 79.6 6.64 62.5 Clear
1230 25.73 2.25 0.025 5.41 19.5 80.2 6.6 64.3 Clear
Other Sample Parameters: Fe2+ =
Sampled at: 1230 Parameters taken with: YSI Pro Plus
Sample Delivered to:_Waypoint By: _M. Westendorf 9/12/24 @ 0800
Field Filtration: ( )Yes ( ) No If yes, which sample parameters were field filtered:
Sample Parameter Containers (Types, Number of Containers, Preservatives): VOC 8260 Select List

Appendix C
Groundwater Laboratory Analytical Results
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Report/Knitronics
hart W hickman
SMARTER ENVIRONMENTAL SOLUTIONS

Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
8/13/2024
Hart& Hickman (Charlotte)
Matt Bramblett
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 24-201-0003
Client Project Description: MOH-015
Dear Matt Bramblett:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 7/18/2024 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,
1* / Olky
Kyle N. Collins
General 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 117

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 07/31/2025
North Carolina State Program 402 12/31/2024
South Carolina State Program 99012 07/31/2024
South Carolina State Program 99012 12/31/2024
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis,TN
State Program Lab ID Expiration Date
Alabama State Program 40750 02/28/2025
Arkansas State Program 88-0650 02/07/2025
California State Program 2904 06/30/2025
Florida State Program - NELAP E871157 06/30/2025
Georgia State Program C044 11/14/2025
Georgia State Program 04015 06/30/2024
Illinois State Program - NELAP 200078 10/31/2025
Kentucky State Program 90047 12/31/2024
Kentucky State Program 80215 06/30/2025
Kentucky State Program KY90047 12/31/2024
Louisiana State Program - NELAP LA037 12/31/2024
Louisiana State Program - NELAP 04015 06/30/2025
Mississippi State Program MS 11/14/2025
North Carolina State Program 47701 07/31/2025
North Carolina State Program 415 12/31/2024
Pennsylvania State Program - NELAP 68-03195 05/31/2025
South Carolina State Program 84002 06/30/2024
Tennessee State Program 02027 11/14/2025
Texas State Program - NELAP T104704180 09/30/2024
Virginia State Program 00106 06/30/2025
Virginia State Program - NELAP 460181 09/14/2024
Page 1 of 1 00016/24-201-0003
Page 2 of 117

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 24-201-0003
Client Project Description: MOH-015
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
98229 MW-1 Aqueous 07/16/2024 08:10 07/18/2024 11:46
98229 MW-1 Aqueous 07/16/2024 08:10 07/18/2024 11:46 5310C-2011 WP MTN
98230 MW-7S Aqueous 07/16/2024 10:00 07/18/2024 11:46
98230 MW-7S Aqueous 07/16/2024 10:00 07/18/2024 11:46 5310C-2011 WP MTN
98231 MW-2S Aqueous 07/16/2024 11:35 07/18/2024 11:46
98231 MW-2S Aqueous 07/16/2024 11:35 07/18/2024 11:46 5310C-2011 WP MTN
98232 MW-21) Aqueous 07/16/2024 13:50 07/18/2024 11:46
98232 MW-21) Aqueous 07/16/2024 13:50 07/18/2024 11:46 5310C-2011 WP MTN
98233 MW-31) Aqueous 07/16/2024 15:40 07/18/2024 11:46
98233 MW-31) Aqueous 07/16/2024 15:40 07/18/2024 11:46 5310C-2011 WP MTN
98234 MW-8S Aqueous 07/16/2024 12:05 07/18/2024 11:46
98234 MW-8S Aqueous 07/16/2024 12:05 07/18/2024 11:46 5310C-2011 WP MTN
98235 MW-5S Aqueous 07/16/2024 14:05 07/18/2024 11:46
98235 MW-5S Aqueous 07/16/2024 14:05 07/18/2024 11:46 5310C-2011 WP MTN
98236 MW-5D Aqueous 07/17/2024 15:30 07/18/2024 11:46
98236 MW-5D Aqueous 07/17/2024 15:30 07/18/2024 11:46 5310C-2011 WP MTN
98237 MW-11D Aqueous 07/17/2024 08:50 07/18/2024 11:46
98237 MW-11D Aqueous 07/17/2024 08:50 07/18/2024 11:46 5310C-2011 WP MTN
98238 MW-11S Aqueous 07/17/2024 10:50 07/18/2024 11:46
98238 MW-11S Aqueous 07/17/2024 10:50 07/18/2024 11:46 5310C-2011 WP MTN
98239 MW-10S Aqueous 07/17/2024 13:10 07/18/2024 11:46
98239 MW-10S Aqueous 07/17/2024 13:10 07/18/2024 11:46 5310C-2011 WP MTN
98240 MW-9S Aqueous 07/17/2024 14:40 07/18/2024 11:46
98240 MW-9S Aqueous 07/17/2024 14:40 07/18/2024 11:46 5310C-2011 WP MTN
98241 MW-3S Aqueous 07/17/2024 16:20 07/18/2024 11:46
98241 MW-3S Aqueous 07/17/2024 16:20 07/18/2024 11:46 5310C-2011 WP MTN
98242 DUP-1 Aqueous 07/17/2024 16:30 07/18/2024 11:46
WP MTN -Memphis,TN: Waypoint Analytical-TN, Memphis,TN
Page 3 of 117

(2)
YPO•*nt 449 Springbrook Rd, Charlotte, 28217
Wa Main 704.5.529.6364
64
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 24-201-0003
Client Project Description: MOH-015
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
98243 IDW TCLP 07/17/2024 17:00 07/18/2024 11:46
98244 Trip Blank Aqueous 07/16/2024 07/18/2024 11:46
98245 MW-6S Aqueous 07/17/2024 12:20 07/18/2024 11:46
98245 MW-6S Aqueous 07/17/2024 12:20 07/18/2024 11:46 5310C-2011 WP MTN
98246 MW-4S Aqueous 07/17/2024 14:55 07/18/2024 11:46
98246 MW-4S Aqueous 07/17/2024 14:55 07/18/2024 11:46 5310C-2011 WP MTN
98247 MW-4D Aqueous 07/17/2024 15:50 07/18/2024 11:46
98247 MW-4D Aqueous 07/17/2024 15:50 07/18/2024 11:46 5310C-2011 WP MTN
WP MTN-Memphis,TN: Waypoint Analytical-TN, Memphis,TN
Page 4 of 117

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-015
Report Number: 24-201-0003
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-1 V 98229
8260D Toluene 0.234 pq/L 0.220 07/23/202416:26 J
MW-7S V 98230
6020B Barium 74.5 Nq/L 3.40 07/25/2024 02:33
6020B Lead 1.21 pq/L 0.500 07/25/2024 20:00
8260D Tetrachloroethene 0.286 Ng/L 0.220 07/23/202416:51 J
MW-2S V 98231
8260D Trichlorofluoromethane 0.548 pg/L 0.180 07/23/202417:16
MW-2D V 98232
8260D Methyl Ethyl Ketone(MEK) 22.6 Ng/L 7.10 07/25/2024 21:06 JM
MW-3D V 98233
8260D Acetone 2.46 pg/L 1.80 07/23/202417:40 J
8260D 1,4-Dioxane 32.3 Ng/L 16.0 07/23/202417:40 J
8260D Tetrachloroethene 36.2 pq/L 0.220 07/23/202417:40
MW-5S V 98235
6020B Barium 11.2 Ng/L 3.40 07/25/2024 02:40
8260D Acetone 1.95 ug/L 1.80 07/23/202418:30 J
8260D Tetrachloroethene 1.43 Ng/L 0.220 07/23/202418:30
MW-5D V 98236
6020B Barium 8.80 pq/L 3.40 07/25/2024 02:46 J
8260D Chloroform 0.221 Ng/L 0.220 07/24/202418:58 J
8260D cis-1,2-Dichloroethene 2.56 pg/L 0.200 07/24/202418:58
8260D Tetrachloroethene 213 Ng/L 2.20 07/31/2024 21:01
8260D Trichloroethene 1.51 pq/L 0.180 07/24/202418:58
MW-11D V 98237
6020B Barium 21.1 Ng/L 3.40 07/25/2024 02:53
6020B Chromium 1.14 ug/L 1.00 07/25/2024 02:53 J
6020B Lead 2.66 Ng/L 0.500 07/25/2024 20:34
8260D Acetone 2.01 pq/L 1.80 07/24/202419:22 J
8260D cis-1,2-Dichloroethene 24.0 Ng/L 0.200 07/24/202419:22
8260D Tetrachloroethene 453 pq/L 0.220 07/24/202419:22 E
8260D Trichloroethene 17.1 Ng/L 0.180 07/24/202419:22
RSK-175 Methane 138 pq/L 2.51 07/22/202411:52
Page 5 of 117

•
Waypoint,(D 449 Springbrook Rd, Charlotte, 28217
Main 704.5 28229.63
64
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-015
Report Number: 24-201-0003
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-11S V 98238
531 OC-2011 TOC 246 mg/L 72.0 07/26/2024 01:53
6020B Arsenic 18.6 Ng/L 0.490 07/25/2024 03:40
6020B Barium 25.3 Ng/L 3.40 07/25/2024 03:40
6020E Lead 0.597 lag/L 0.500 07/25/2024 21:07 J
8260D Acetone 63.4 ug/L 1.80 07/24/2024 19:46
8260D Carbon Disulfide 0.413 lag/L 0.150 07/24/2024 19:46 J
8260D Chlorobenzene 0.957 ug/L 0.190 07/24/2024 19:46
8260D cis-1,2-Dichloroethene 40.0 lag/L 0.200 07/24/2024 19:46
8260D trans-1,2-Dichloroethene 4.93 ug/L 0.180 07/24/2024 19:46
8260D 2-Hexanone 2.32 Ng/L 0.380 07/24/2024 19:46 J
8260D Tetrachloroethene 1.38 lag/L 0.220 07/24/2024 19:46
8260D Toluene 0.414 Ng/L 0.220 07/24/2024 19:46 J
8260D Vinyl Chloride 55.4 lag/L 0.170 07/24/2024 19:46
8260D o-Xylene 0.251 Ng/L 0.210 07/24/2024 19:46 J
8260D Xylene(Total) 0.251 ug/L 0.210 07/24/2024 19:46 J
RSK-175 Ethane 4.41 lag/L 2.67 07/22/202413:22 J
RSK-175 Ethene 31.2 ug/L 2.28 07/22/202413:22
RSK-175 Methane 13900 lag/L 25.1 07/22/202413:35
MW-10S V 98239
531 OC-2011 TOC 10.3 mg/L 7.20 07/26/2024 05:02
6020E Arsenic 2.78 Ng/L 0.490 07/25/2024 03:54
6020E Barium 22.9 lag/L 3.40 07/25/2024 03:54
7470A Mercury(Total) 0.00009 mg/L 0.00007 07/23/2024 16:55 J
8260D 1,1-Dichloroethene 23.3 lag/L 1.50 07/24/2024 22:12
8260D cis-1,2-Dichloroethene 7790 lag/L 2.00 07/24/2024 22:12 E
8260D trans-1,2-Dichloroethene 4.44 ug/L 1.80 07/24/2024 22:12 J
8260D Tetrachloroethene 4070 lag/L 2.20 07/24/2024 22:12 E
8260D Trichloroethene 649 ug/L 1.80 07/24/2024 22:12
8260D Vinyl Chloride 442 Ng/L 1.70 07/24/2024 22:12
RSK-175 Ethane 4.39 ug/L 2.67 07/22/202413:48 J
RSK-175 Ethene 352 lag/L 2.28 07/22/202413:48
RSK-175 Methane 8840 lag/L 25.1 07/22/202414:01
MW-9S V 98240
531OC-2011 TOC 1200 mg/L 72.0 07/26/202414:14
6020B Arsenic 2.29 lag/L 0.490 07/25/2024 04:07
6020B Barium 97.1 lag/L 3.40 07/25/2024 04:07
Page 6 of 117

•
Waypoint,(D 449 Springbrook Rd, Charlotte, 28217
Main 704.5 28229.63
64
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-015
Report Number: 24-201-0003
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-9S V 98240
6020B Cadmium 0.158 ug/L 0.150 07/25/2024 04:07 J
6020E Lead 1.98 Ng/L 0.500 07/25/2024 21:21
8260D 1,1-Dichloroethene 46.2 ug/L 15.0 07/24/2024 23:24 J
8260D cis-1,2-Dichloroethene 56600 Ng/L 20.0 07/24/2024 23:24 E
8260D trans-1,2-Dichloroethene 354 ug/L 18.0 07/24/2024 23:24
8260D Tetrachloroethene 208 Ng/L 22.0 07/24/2024 23:24
8260D Trichloroethene 1930 ug/L 18.0 07/24/2024 23:24
8260D Vinyl Chloride 2690 Ng/L 17.0 07/24/2024 23:24
8260D o-Xylene 32.4 ug/L 21.0 07/24/2024 23:24 J
8260D m,p-Xylene 54.2 Ng/L 42.0 07/24/2024 23:24 J
8260D Xylene(Total) 86.6 pg/L 21.0 07/24/2024 23:24 J
RSK-175 Ethane 12.4 Ng/L 2.67 07/22/202414:14
RSK-175 Ethene 2380 pg/L 2.28 07/22/202414:14
RSK-175 Methane 9690 Ng/L 25.1 07/22/202414:27
MW-3S V 98241
531 OC-2011 TOC 1140 mg/L 72.0 07/26/2024 04:24
6020E Arsenic 1.70 Ng/L 0.490 07/25/2024 04:21
6020E Barium 13.5 ug/L 3.40 07/25/2024 04:21
6020E Lead 0.588 Ng/L 0.500 07/25/2024 21:41 J
8260D 1,1-Dichloroethene 77.0 ug/L 15.0 07/24/2024 23:49
8260D cis-1,2-Dichloroethene 39300 Ng/L 20.0 07/24/2024 23:49 E
8260D trans-1,2-Dichloroethene 199 ug/L 18.0 07/24/2024 23:49
8260D Tetrachloroethene 36000 Ng/L 22.0 07/24/2024 23:49 E
8260D 1,2,4-Trichlorobenzene 116 ug/L 31.0 07/24/2024 23:49
8260D Trichloroethene 28800 Ng/L 18.0 07/24/2024 23:49 E
8260D Vinyl Chloride 1120 ug/L 17.0 07/24/2024 23:49
8260D o-Xylene 24.1 Ng/L 21.0 07/24/2024 23:49 J
8260D Xylene(Total) 24.1 ug/L 21.0 07/24/2024 23:49 J
RSK-175 Ethane 5.23 Ng/L 2.67 07/22/202412:43 J
RSK-175 Ethene 369 Ng/L 2.28 07/22/202412:43
RSK-175 Methane 2300 Ng/L 25.1 07/22/202413:09
DUP-1 V 98242
8260D Chlorobenzene 20.9 ug/L 19.0 07/25/2024 00:13 J
8260D 1,1-Dichloroethene 66.4 Ng/L 15.0 07/25/2024 00:13
8260D cis-1,2-Dichloroethene 37800 ug/L 20.0 07/25/2024 00:13 E
8260D trans-1,2-Dichloroethene 198 Ng/L 18.0 07/25/2024 00:13
Page 7 of 117

Waypoint(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.S29.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH-015
Report Number: 24-201-0003
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
DUP-1 V 98242
8260D Tetrachloroethene 35600 pq/L 22.0 07/25/2024 00:13 E
8260D 1,2,4-Trichlorobenzene 133 Ng/L 31.0 07/25/2024 00:13
8260D Trichloroethene 27600 uq/L 18.0 07/25/2024 00:13 E
8260D Vinyl Chloride 1070 Ng/L 17.0 07/25/2024 00:13
IDW V 98243
6010D TCLP Barium 0.033 mg/L 0.005 07/25/2024 22:10 J
8260D TCLP 1,1-Dichloroethene 0.0047 mg/L 0.0034 07/24/2024 21:47 J
8260D TCLP Tetrachloroethene 1.49 mg/L 0.0030 07/24/2024 21:47 E
8260D TCLP Trichloroethene 1.04 mg/L 0.0046 07/24/2024 21:47 E
8260D TCLP Vinyl Chloride 0.137 mg/L 0.0041 07/24/2024 21:47
SW-1311 TCLP Metals Extraction Filtrate 07/23/2024 17:20
SW-1311 (ZHE) TCLP VOC ZHE Extraction Filtrate 07/22/2024 13:19
Trip Blank V 98244
8260D Acetone 1.83 Ng/L 1.80 07/23/202414:48 J
MW-6S V 98245
6020B Barium 8.73 pg/L 3.40 07/25/2024 04:48 J
6020B Lead 1.69 pg/L 0.500 07/25/2024 21:48
8260D cis-1,2-Dichloroethene 12.3 uq/L 0.200 07/24/2024 20:10
8260D Tetrachloroethene 46.8 Ng/L 0.220 07/24/2024 20:10
8260D Trichloroethene 0.799 pg/L 0.180 07/24/2024 20:10
RSK-175 Methane 40.1 Ng/L 2.51 07/22/202412:05
MW-4S V 98246
6020B Barium 13.3 pq/L 3.40 07/25/2024 05:01
8260D Tetrachloroethene 12.9 Ng/L 0.220 07/24/2024 20:35
MW-41D V 98247
6020B Barium 17.4 pg/L 3.40 07/25/2024 05:15
8260D Tetrachloroethene 0.226 Ng/L 0.220 07/24/2024 20:59 J
RSK-175 Methane 2.59 pg/L 2.51 07/22/202412:30 J
Page 8 of 117

Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Client: Hart& Hickman (Charlotte) CASE NARRATIVE
Project: MOH-015
Lab Report Number: 24-201-0003
Date: 8/9/2024
Report Comments
Revised Report: Revision One
H values have been replaced with E values.
Metals Analysis (TCLP) Method 6010D
Sample 98243 (IDW)
Analyte: Silver
QC Batch No: V50091/V50060
CCV failed high. Sample concentration BRL. Results not affected.
Sample 98341
Analyte: Silver
QC Batch No: V50091/V50060
CCV failed high. Sample concentration BRL. Results not affected.
Analyte: Barium
QC Batch No: V50091/V50060
CCV and LCS failed high. Result may be high biased.
Sample 98243 (IDW)
Analyte: Cadmium
QC Batch No: V50091/V50060
CCV failed high. Sample concentration BRL. Results not affected.
Sample 98341
Analyte: Cadmium
QC Batch No: V50091/V50060
CCV failed high. Sample concentration BRL. Results not affected.
Sample 98243 (IDW)
Analyte: Chromium
QC Batch No: V50091/V50060
CCV and LLC failed high. Sample concentration BRL. Results not affected.
Sample 98341
Analyte: Chromium
QC Batch No: V50091/V50060
CCV and LLC failed high. Sample concentration BRL. Results not affected.
Metals Analyses Method 6020B
Sample 98230 (MW-7S)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Page 9 of 117

•
Waypoint� 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample 98235 (MW-5S)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Sample 98236 (MW-5D)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Sample 98237 (MW-11 D)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Sample 98239 (MW-10S)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Sample 98240 (MW-9S)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Sample 98241 (MW-3S)
Analyte: Selenium
QC Batch No: V50031/V49904
LRB failed high. Sample concentration BRL. Results not affected.
Sample 98238 (MW-11 S)
Analyte: Selenium
QC Batch No: V50508/V50078
CCB failed high. Sample concentration BRL. Results not affected.
Total Aqueous Mercury Analysis - CVAA (TCLP) Method 7470A
Sample 98243 (IDW)
Analyte: Mercury
QC Batch No: V50081/V50049
CCV failed high. Sample concentration BRL. Results not affected.
Sample 98339
Analyte: Mercury
QC Batch No: V50081/V50049
CCV failed high. Sample concentration BRL. Results not affected.
Sample 98339
Analyte: Mercury
QC Batch No: V50081/V50049
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Volatile Organic Compounds -GC/MS Method 8260D
Page 10 of 117

0
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Analyte: 1,4-Dioxane
QC Batch No: V49996/V49993
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.
Analyte: 2-Butanone
QC Batch No: V49996/V49993
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.
Analyte: 2-Butanone
QC Batch No: V50191/V49993
This target analyte was flagged for recovery outside QC limits in the associated CCV. Data for this analyte is
flagged "M"to indicate that results should be considered minimum concentration due to the potential for a low
bias.
Analyte: 4-Methyl-2-pentanone
QC Batch No: V50191/V49993
Target analyte did not meet calibration verification criteria. Analysis of a low level check demonstrated that there
was adequate sensitivity to report this compound at the laboratory reporting limit as non-detect.
Analyte: Acetone
QC Batch No: V50071/V49993
This target analyte failed to meet method criteria in the CCV. Results should be considered estimated due to the
potential for a high bias.
Analyte: Chloroethane
QC Batch No: V49996/V49993
Target analyte did not meet calibration verification criteria. Analysis of a low level check demonstrated that there
was adequate sensitivity to report this compound at the laboratory reporting limit as non-detect.
Analyte: Chloroethane
QC Batch No: V50071/V49993
Target analyte did not meet calibration verification criteria. Analysis of a low level check demonstrated that there
was adequate sensitivity to report this compound at the laboratory reporting limit as non-detect.
Sample 98241 (MW-3S)
QC Batch No: V50643/V50034
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Sample 98242 (DUP-1)
QC Batch No: V50643/V50034
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Sample 98240 (MW-9S)
Analyte: cis-1,2-Dichloroethene
QC Batch No: V50643/V50641
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Page 11 of 117

•
Waypoint� 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample 98239 (MW-10S)
Analyte: Tetrachloroethene
QC Batch No: V50643/V50641
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Sample 98237 (MW-11 D)
Analyte: Tetrachloroethene
QC Batch No: V50665/V50644
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Volatile Organic Compounds -GC/MS (TCLP) Method 8260D
Sample 98243 (IDW)
QC Batch No: V50065/V50040
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Sample 98243 (IDW)
QC Batch No: V50416/V50040
Data is reported with the qualifier E, to indicate concentrations above the calibration range. Results for this
analyte should be considered an estimated concentration.
Page 12 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98229 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/16/2024 8:10
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC <0.720 mg/L 0.720 1.00 1 07/25/2413:15 AT 531OC-2011
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 13 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98229 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/16/2024 8:10
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 16:26 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 16:26 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 16:26 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 16:26 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 16:26 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 16:26 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 16:26 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 16:26 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 16:26 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 16:26 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 16:26 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 16:26 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 16:26 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 16:26 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 16:26 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 16:26 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 16:26 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 16:26 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 16:26 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 16:26 TBL V49996
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/23/24 16:26 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 14 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98229 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/16/2024 8:10
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 16:26 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 16:26 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 16:26 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 16:26 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 16:26 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 16:26 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 16:26 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 16:26 TBL V49996
Tetrachloroethene <0.220 Ng/L 0.220 0.500 1 07/23/24 16:26 TBL V49996
Toluene 0.2341 pg/L 0.220 0.500 1 07/23/24 16:26 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 16:26 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 16:26 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 16:26 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 16:26 TBL V49996
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/23/24 16:26 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 16:26 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 16:26 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 16:26 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 15 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98229 Matrix: Aqueous
Sample ID : MW-1 Sampled: 7/16/2024 8:10
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 16:26 V49996
Surrogate: 4-Bromofluorobenzene 99.0 Limits: 70-130% 1 07/23/24 16:26 TBL V49996
Surrogate: Dibromofluoromethane 94.0 Limits: 70-130% 1 07/23/24 16:26 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 94.8 Limits: 70-130% 1 07/23/24 16:26 TBL V49996
Surrogate: Toluene-d8 93.4 Limits: 70-130% 1 07/23/24 16:26 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 16 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98230 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/16/2024 10:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 11:13 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 11:13 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/22/24 11:13 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 14:30 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 02:33 NPC 6020B
Barium 74.5 pg/L 3.40 10.0 1 07/25/24 02:33 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 02:33 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 02:33 NPC 6020B
Lead 1.21 Ng/L 0.500 1.00 1 07/25/24 20:00 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 16:42 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 02:33 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 02:33 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 17 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98230 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/16/2024 10:00
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 16:51 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 16:51 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 16:51 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 16:51 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 16:51 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 16:51 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 16:51 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 16:51 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 16:51 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 16:51 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 16:51 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 16:51 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 16:51 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 16:51 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 16:51 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 16:51 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 16:51 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 16:51 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 16:51 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 16:51 TBL V49996
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/23/24 16:51 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 18 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98230 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/16/2024 10:00
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 16:51 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 16:51 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 16:51 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 16:51 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 16:51 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 16:51 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 16:51 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 16:51 TBL V49996
Tetrachloroethene 0.2863 Ng/L 0.220 0.500 1 07/23/24 16:51 TBL V49996
Toluene <0.220 pg/L 0.220 0.500 1 07/23/24 16:51 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 16:51 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 16:51 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 16:51 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 16:51 TBL V49996
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/23/24 16:51 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 16:51 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 16:51 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 16:51 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 19 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98230 Matrix: Aqueous
Sample ID : MW-7S Sampled: 7/16/2024 10:00
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 16:51 V49996
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130% 1 07/23/24 16:51 TBL V49996
Surrogate: Dibromofluoromethane 94.4 Limits: 70-130% 1 07/23/24 16:51 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 93.0 Limits: 70-130% 1 07/23/24 16:51 TBL V49996
Surrogate: Toluene-d8 94.2 Limits: 70-130% 1 07/23/24 16:51 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 20 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98231 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/16/2024 11:35
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 15:46 AT 531OC-2011
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 21 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98231 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/16/2024 11:35
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 17:16 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 17:16 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 17:16 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 17:16 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 17:16 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 17:16 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 17:16 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 17:16 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 17:16 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 17:16 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 17:16 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 17:16 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 17:16 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 17:16 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 17:16 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 17:16 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 17:16 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 17:16 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 17:16 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 17:16 TBL V49996
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/23/24 17:16 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 22 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98231 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/16/2024 11:35
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 17:16 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 17:16 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 17:16 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 17:16 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 17:16 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 17:16 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 17:16 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 17:16 TBL V49996
Tetrachloroethene <0.220 Ng/L 0.220 0.500 1 07/23/24 17:16 TBL V49996
Toluene <0.220 pg/L 0.220 0.500 1 07/23/24 17:16 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 17:16 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 17:16 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 17:16 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 17:16 TBL V49996
Trichlorofluoromethane 0.548 Ng/L 0.180 0.500 1 07/23/24 17:16 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 17:16 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 17:16 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 17:16 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 23 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98231 Matrix: Aqueous
Sample ID : MW-2S Sampled: 7/16/2024 11:35
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 17:16 V49996
Surrogate: 4-Bromofluorobenzene 99.6 Limits: 70-130% 1 07/23/24 17:16 TBL V49996
Surrogate: Dibromofluoromethane 95.4 Limits: 70-130% 1 07/23/24 17:16 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 94.6 Limits: 70-130% 1 07/23/24 17:16 TBL V49996
Surrogate: Toluene-d8 93.4 Limits: 70-130% 1 07/23/24 17:16 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 24 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98232 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/16/2024 13:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 16:24 AT 531OC-2011
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 25 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98232 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/16/2024 13:50
Analytical Method: 8260D Prep Batch(es): V50072 07/25/24 11:29
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 07/25/24 21:06 ENM V50191
Benzene <1.80 pg/L 1.80 5.00 10 07/25/24 21:06 ENM V50191
tert-Butyl benzene <9.20 Ng/L 9.20 20.0 10 07/25/24 21:06 ENM V50191
Carbon Disulfide <1.50 pg/L 1.50 50.0 10 07/25/24 21:06 ENM V50191
Carbon Tetrachloride <1.80 Ng/L 1.80 5.00 10 07/25/24 21:06 ENM V50191
Chlorobenzene <1.90 pg/L 1.90 5.00 10 07/25/24 21:06 ENM V50191
Chloroethane <4.30 Ng/L 4.30 10.0 10 07/25/24 21:06 ENM V50191
Chloroform <2.20 pg/L 2.20 5.00 10 07/25/24 21:06 ENM V50191
Chloromethane <2.20 Ng/L 2.20 5.00 10 07/25/24 21:06 ENM V50191
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 07/25/24 21:06 ENM V50191
Cyclohexane <1.70 Ng/L 1.70 10.0 10 07/25/24 21:06 ENM V50191
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 07/25/24 21:06 ENM V50191
1,3-Dichlorobenzene <1.90 Ng/L 1.90 5.00 10 07/25/24 21:06 ENM V50191
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 07/25/24 21:06 ENM V50191
Dichlorodifluoromethane <12.0 Ng/L 12.0 50.0 10 07/25/24 21:06 ENM V50191
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 07/25/24 21:06 ENM V50191
1,2-Dichloroethane <1.50 Ng/L 1.50 5.00 10 07/25/24 21:06 ENM V50191
1,1-Dichloroethene <1.50 pg/L 1.50 5.00 10 07/25/24 21:06 ENM V50191
cis-1,2-Dichloroethene <2.00 Ng/L 2.00 5.00 10 07/25/24 21:06 ENM V50191
trans-1,2-Dichloroethene <1.80 pg/L 1.80 5.00 10 07/25/24 21:06 ENM V50191
1,4-Dioxane <160 Ng/L 160 1500 10 07/25/24 21:06 ENM V50191
Ethyl Acetate <200 pg/L 200 200 1 07/25/24 11:29 ENM V50407
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 26 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98232 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/16/2024 13:50
Analytical Method: 8260D Prep Batch(es): V50072 07/25/24 11:29
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 07/25/24 21:06 ENM V50191
1,1,2-Trichloro-1,2,2-trifluoroethane <2.00 pg/L 2.00 50.0 10 07/25/24 21:06 ENM V50191
2-Hexanone <3.80 Ng/L 3.80 50.0 10 07/25/24 21:06 ENM V50191
Methyl Ethyl Ketone(MEK) 22.6 JIM pg/L 7.10 50.0 10 07/25/24 21:06 ENM V50191
4-Methyl-2-Pentanone <10.0 Ng/L 10.0 50.0 10 07/25/24 21:06 ENM V50191
Methylene Chloride <3.30 pg/L 3.30 10.0 10 07/25/24 21:06 ENM V50191
Styrene <2.20 Ng/L 2.20 5.00 10 07/25/24 21:06 ENM V50191
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 07/25/24 21:06 ENM V50191
Tetrachloroethene <2.20 Ng/L 2.20 5.00 10 07/25/24 21:06 ENM V50191
Toluene <2.20 pg/L 2.20 5.00 10 07/25/24 21:06 ENM V50191
1,2,3-Trichlorobenzene <3.80 Ng/L 3.80 20.0 10 07/25/24 21:06 ENM V50191
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 10.0 10 07/25/24 21:06 ENM V50191
1,1,1-Trichloroethane <1.60 Ng/L 1.60 5.00 10 07/25/24 21:06 ENM V50191
Trichloroethene <1.80 pg/L 1.80 5.00 10 07/25/24 21:06 ENM V50191
Trichlorofluoromethane <1.80 Ng/L 1.80 5.00 10 07/25/24 21:06 ENM V50191
Vinyl Chloride <1.70 pg/L 1.70 5.00 10 07/25/24 21:06 ENM V50191
o-Xylene <2.10 Ng/L 2.10 5.00 10 07/25/24 21:06 ENM V50191
m,p-Xylene <4.20 pg/L 4.20 10.0 10 07/25/24 21:06 ENM V50191
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 27 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98232 Matrix: Aqueous
Sample ID : MW-2D Sampled: 7/16/2024 13:50
Analytical Method: 8260D Prep Batch(es): V50072 07/25/24 11:29
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <2.1 Ng/L 2.10 5.00 10 07/25/24 21:06 V50191
Surrogate: 4-Bromofluorobenzene 97.0 Limits: 70-130% 10 07/25/24 21:06 ENM V50191
Surrogate: Dibromofluoromethane 96.2 Limits: 70-130% 10 07/25/24 21:06 ENM V50191
Surrogate: 1,2-Dichloroethane-d4 96.8 Limits: 70-130% 10 07/25/24 21:06 ENM V50191
Surrogate: Toluene-d8 98.8 Limits: 70-130% 10 07/25/24 21:06 ENM V50191
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 28 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98233 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/16/2024 15:40
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 17:02 AT 531OC-2011
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 29 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98233 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/16/2024 15:40
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 2.463 Ng/L 1.80 5.00 1 07/23/24 17:40 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 17:40 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 17:40 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 17:40 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 17:40 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 17:40 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 17:40 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 17:40 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 17:40 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 17:40 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 17:40 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 17:40 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 17:40 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 17:40 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 17:40 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 17:40 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 17:40 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 17:40 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 17:40 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 17:40 TBL V49996
1,4-Dioxane 32.33 Ng/L 16.0 150 1 07/23/24 17:40 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 30 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98233 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/16/2024 15:40
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 17:40 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 17:40 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 17:40 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 17:40 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 17:40 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 17:40 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 17:40 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 17:40 TBL V49996
Tetrachloroethene 36.2 Ng/L 0.220 0.500 1 07/23/24 17:40 TBL V49996
Toluene <0.220 pg/L 0.220 0.500 1 07/23/24 17:40 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 17:40 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 17:40 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 17:40 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 17:40 TBL V49996
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/23/24 17:40 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 17:40 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 17:40 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 17:40 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 31 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98233 Matrix: Aqueous
Sample ID : MW-3D Sampled: 7/16/2024 15:40
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 17:40 V49996
Surrogate: 4-Bromofluorobenzene 99.0 Limits: 70-130% 1 07/23/24 17:40 TBL V49996
Surrogate: Dibromofluoromethane 94.4 Limits: 70-130% 1 07/23/24 17:40 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 95.2 Limits: 70-130% 1 07/23/24 17:40 TBL V49996
Surrogate: Toluene-d8 92.8 Limits: 70-130% 1 07/23/24 17:40 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 32 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98234 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/16/2024 12:05
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 17:40 AT 531OC-2011
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 33 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98234 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/16/2024 12:05
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 18:05 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 18:05 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 18:05 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 18:05 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 18:05 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 18:05 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 18:05 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 18:05 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 18:05 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 18:05 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 18:05 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 18:05 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 18:05 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 18:05 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 18:05 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 18:05 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 18:05 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 18:05 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 18:05 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 18:05 TBL V49996
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/23/24 18:05 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 34 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98234 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/16/2024 12:05
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 18:05 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 18:05 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 18:05 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 18:05 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 18:05 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 18:05 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 18:05 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 18:05 TBL V49996
Tetrachloroethene <0.220 Ng/L 0.220 0.500 1 07/23/24 18:05 TBL V49996
Toluene <0.220 pg/L 0.220 0.500 1 07/23/24 18:05 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 18:05 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 18:05 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 18:05 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 18:05 TBL V49996
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/23/24 18:05 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 18:05 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 18:05 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 18:05 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 35 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98234 Matrix: Aqueous
Sample ID : MW-8S Sampled: 7/16/2024 12:05
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 18:05 V49996
Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130% 1 07/23/24 18:05 TBL V49996
Surrogate: Dibromofluoromethane 94.0 Limits: 70-130% 1 07/23/24 18:05 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 94.0 Limits: 70-130% 1 07/23/24 18:05 TBL V49996
Surrogate: Toluene-d8 93.6 Limits: 70-130% 1 07/23/24 18:05 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 36 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98235 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/16/2024 14:05
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 11:26 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 11:26 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/22/24 11:26 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 18:18 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 02:40 NPC 6020B
Barium 11.2 pg/L 3.40 10.0 1 07/25/24 02:40 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 02:40 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 02:40 NPC 6020B
Lead <0.500 Ng/L 0.500 1.00 1 07/25/24 20:20 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 16:45 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 02:40 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 02:40 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 37 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98235 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/16/2024 14:05
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 1.953 Ng/L 1.80 5.00 1 07/23/24 18:30 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 18:30 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 18:30 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 18:30 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 18:30 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 18:30 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 18:30 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 18:30 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 18:30 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 18:30 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 18:30 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 18:30 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 18:30 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 18:30 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 18:30 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 18:30 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 18:30 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 18:30 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 18:30 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 18:30 TBL V49996
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/23/24 18:30 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 38 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98235 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/16/2024 14:05
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 18:30 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 18:30 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 18:30 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 18:30 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 18:30 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 18:30 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 18:30 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 18:30 TBL V49996
Tetrachloroethene 1.43 Ng/L 0.220 0.500 1 07/23/24 18:30 TBL V49996
Toluene <0.220 pg/L 0.220 0.500 1 07/23/24 18:30 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 18:30 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 18:30 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 18:30 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 18:30 TBL V49996
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/23/24 18:30 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 18:30 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 18:30 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 18:30 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 39 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98235 Matrix: Aqueous
Sample ID : MW-5S Sampled: 7/16/2024 14:05
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 18:30 V49996
Surrogate: 4-Bromofluorobenzene 99.6 Limits: 70-130% 1 07/23/24 18:30 TBL V49996
Surrogate: Dibromofluoromethane 94.0 Limits: 70-130% 1 07/23/24 18:30 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 93.8 Limits: 70-130% 1 07/23/24 18:30 TBL V49996
Surrogate: Toluene-d8 94.4 Limits: 70-130% 1 07/23/24 18:30 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 40 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98236 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/17/2024 15:30
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 11:39 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 11:39 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/22/24 11:39 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 20:11 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 02:46 NPC 6020B
Barium 8.803 pg/L 3.40 10.0 1 07/25/24 02:46 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 02:46 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 02:46 NPC 6020B
Lead <0.500 Ng/L 0.500 1.00 1 07/25/24 20:27 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 16:47 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 02:46 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 02:46 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 41 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98236 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/17/2024 15:30
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50374 07/31/24 15:42
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 07/24/24 18:58 TJW V50071
Benzene <0.180 pg/L 0.180 0.500 1 07/24/24 18:58 TJW V50071
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/24/24 18:58 TJW V50071
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/24 18:58 TJW V50071
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/24/24 18:58 TJW V50071
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/24 18:58 TJW V50071
Chloroethane <0.430 N9/L 0.430 1.00 1 07/24/24 18:58 TJW V50071
Chloroform 0.2213 pg/L 0.220 0.500 1 07/24/24 18:58 TJW V50071
Chloromethane <0.220 N9/L 0.220 0.500 1 07/24/24 18:58 TJW V50071
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/24 18:58 TJW V50071
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/24/24 18:58 TJW V50071
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/24 18:58 TJW V50071
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/24/24 18:58 TJW V50071
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/24 18:58 TJW V50071
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/24/24 18:58 TJW V50071
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/24 18:58 TJW V50071
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/24/24 18:58 TJW V50071
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/24 18:58 TJW V50071
cis-1,2-Dich loroethene 2.56 N9/L 0.200 0.500 1 07/24/24 18:58 TJW V50071
trans-1,2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/24/24 18:58 TJW V50071
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/24/24 18:58 TJW V50071
Ethyl Acetate <200 pg/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 42 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98236 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/17/2024 15:30
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50374 07/31/24 15:42
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/24/24 18:58 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/24 18:58 TJW V50071
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/24/24 18:58 TJW V50071
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/24 18:58 TJW V50071
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/24/24 18:58 TJW V50071
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/24 18:58 TJW V50071
Styrene <0.220 Ng/L 0.220 0.500 1 07/24/24 18:58 TJW V50071
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/24 18:58 TJW V50071
Tetrachloroethene 213 Ng/L 2.20 5.00 10 07/31/24 21:01 TJW V50383
Toluene <0.220 pg/L 0.220 0.500 1 07/24/24 18:58 TJW V50071
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/24/24 18:58 TJW V50071
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/24 18:58 TJW V50071
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/24/24 18:58 TJW V50071
Trichloroethene 1.51 pg/L 0.180 0.500 1 07/24/24 18:58 TJW V50071
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/24/24 18:58 TJW V50071
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/24 18:58 TJW V50071
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/24/24 18:58 TJW V50071
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/24 18:58 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 43 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98236 Matrix: Aqueous
Sample ID : MW-5D Sampled: 7/17/2024 15:30
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50374 07/31/24 15:42
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 07/24/24 18:58 V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/24/24 18:58 TJW V50071
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 1 07/24/24 18:58 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 95.0 Limits: 70-130% 1 07/24/24 18:58 TJW V50071
Surrogate: Toluene-d8 99.6 Limits: 70-130% 1 07/24/24 18:58 TJW V50071
Surrogate: 4-Bromofluorobenzene 96.8 Limits: 70-130% 10 07/31/24 21:01 TJW V50383
Surrogate: Dibromofluoromethane 92.4 Limits: 70-130% 10 07/31/24 21:01 TJW V50383
Surrogate: 1,2-Dichloroethane-d4 87.2 Limits: 70-130% 10 07/31/24 21:01 TJW V50383
Surrogate: Toluene-d8 89.8 Limits: 70-130% 10 07/31/24 21:01 TJW V50383
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 44 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98237 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/17/2024 8:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 11:52 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 11:52 TBL RSK-175
Methane 138 Ng/L 2.51 10.0 1 07/22/24 11:52 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/26/24 13:36 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 02:53 NPC 6020B
Barium 21.1 pg/L 3.40 10.0 1 07/25/24 02:53 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 02:53 NPC 6020B
Chromium 1.143 pg/L 1.00 2.00 1 07/25/24 02:53 NPC 6020B
Lead 2.66 Ng/L 0.500 1.00 1 07/25/24 20:34 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 16:50 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 02:53 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 02:53 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 45 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98237 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/17/2024 8:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50644 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 2.013 N9/L 1.80 5.00 1 07/24/24 19:22 TJW V50071
Benzene <0.180 pg/L 0.180 0.500 1 07/24/24 19:22 TJW V50071
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 07/24/24 19:22 TJW V50071
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/24 19:22 TJW V50071
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 07/24/24 19:22 TJW V50071
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/24 19:22 TJW V50071
Chloroethane <0.430 N9/L 0.430 1.00 1 07/24/24 19:22 TJW V50071
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/24 19:22 TJW V50071
Chloromethane <0.220 N9/L 0.220 0.500 1 07/24/24 19:22 TJW V50071
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/24 19:22 TJW V50071
Cyclohexane <0.170 N9/L 0.170 1.00 1 07/24/24 19:22 TJW V50071
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/24 19:22 TJW V50071
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 07/24/24 19:22 TJW V50071
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/24 19:22 TJW V50071
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 07/24/24 19:22 TJW V50071
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/24 19:22 TJW V50071
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 07/24/24 19:22 TJW V50071
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/24 19:22 TJW V50071
cis-1,2-Dich loroethene 24.0 N9/L 0.200 0.500 1 07/24/24 19:22 TJW V50071
trans-1,2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/24/24 19:22 TJW V50071
1,4-Dioxane <16.0 N9/L 16.0 150 1 07/24/24 19:22 TJW V50071
Ethyl Acetate <200 pg/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 46 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98237 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/17/2024 8:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50644 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/24/24 19:22 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/24 19:22 TJW V50071
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/24/24 19:22 TJW V50071
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/24 19:22 TJW V50071
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/24/24 19:22 TJW V50071
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/24 19:22 TJW V50071
Styrene <0.220 Ng/L 0.220 0.500 1 07/24/24 19:22 TJW V50071
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/24 19:22 TJW V50071
Tetrachloroethene 453 E Ng/L 0.220 0.500 1 07/24/24 19:22 ENM V50665
Toluene <0.220 pg/L 0.220 0.500 1 07/24/24 19:22 TJW V50071
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/24/24 19:22 TJW V50071
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/24 19:22 TJW V50071
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/24/24 19:22 TJW V50071
Trichloroethene 17.1 pg/L 0.180 0.500 1 07/24/24 19:22 TJW V50071
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/24/24 19:22 TJW V50071
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/24 19:22 TJW V50071
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/24/24 19:22 TJW V50071
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/24 19:22 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 47 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98237 Matrix: Aqueous
Sample ID : MW-11D Sampled: 7/17/2024 8:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50644 07/24/24 16:55
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 07/24/24 19:22 V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/24/24 19:22 TJW V50071
Surrogate: Dibromofluoromethane 102 Limits: 70-130% 1 07/24/24 19:22 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 94.2 Limits: 70-130% 1 07/24/24 19:22 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/24/24 19:22 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/24/24 19:22 ENM V50665
Surrogate: Dibromofluoromethane 102 Limits: 70-130% 1 07/24/24 19:22 ENM V50665
Surrogate: 1,2-Dichloroethane-d4 94.2 Limits: 70-130% 1 07/24/24 19:22 ENM V50665
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/24/24 19:22 ENM V50665
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 48 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98238 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/17/2024 10:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane 4.413 Ng/L 2.67 10.0 1 07/22/2413:22 TBL RSK-175
Ethene 31.2 pg/L 2.28 10.0 1 07/22/24 13:22 TBL RSK-175
Methane 13900 Ng/L 25.1 100 10 07/22/24 13:35 TBL RSK-175
TOC 246 mg/L 72.0 100 100 07/26/24 01:53 JJT 531OC-2011
Arsenic 18.6 Ng/L 0.490 1.00 1 07/25/24 03:40 NPC 6020B
Barium 25.3 pg/L 3.40 10.0 1 07/25/24 03:40 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 03:40 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 03:40 NPC 6020B
Lead 0.5973 Ng/L 0.500 1.00 1 07/25/24 21:07 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 16:52 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 08/05/2419:00 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 03:40 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 49 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98238 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/17/2024 10:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 63.4 Ng/L 1.80 5.00 1 07/24/24 19:46 TJW V50071
Benzene <0.180 pg/L 0.180 0.500 1 07/24/24 19:46 TJW V50071
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/24/24 19:46 TJW V50071
Carbon Disulfide 0.413 J pg/L 0.150 5.00 1 07/24/24 19:46 TJW V50071
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/24/24 19:46 TJW V50071
Chlorobenzene 0.957 pg/L 0.190 0.500 1 07/24/24 19:46 TJW V50071
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/24/24 19:46 TJW V50071
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/24 19:46 TJW V50071
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/24/24 19:46 TJW V50071
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/24 19:46 TJW V50071
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/24/24 19:46 TJW V50071
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/24 19:46 TJW V50071
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/24/24 19:46 TJW V50071
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/24 19:46 TJW V50071
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/24/24 19:46 TJW V50071
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/24 19:46 TJW V50071
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/24/24 19:46 TJW V50071
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/24/24 19:46 TJW V50071
cis-1,2-Dich loroethene 40.0 Ng/L 0.200 0.500 1 07/24/24 19:46 TJW V50071
trans-1,2-Dichloroethene 4.93 pg/L 0.180 0.500 1 07/24/24 19:46 TJW V50071
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/24/24 19:46 TJW V50071
Ethyl Acetate <200 ug/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 50 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98238 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/17/2024 10:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/24/24 19:46 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/24 19:46 TJW V50071
2-Hexanone 2.321 Ng/L 0.380 5.00 1 07/24/24 19:46 TJW V50071
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/24 19:46 TJW V50071
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/24/24 19:46 TJW V50071
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/24 19:46 TJW V50071
Styrene <0.220 Ng/L 0.220 0.500 1 07/24/24 19:46 TJW V50071
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/24 19:46 TJW V50071
Tetrachloroethene 1.38 Ng/L 0.220 0.500 1 07/24/24 19:46 TJW V50071
Toluene 0.4143 pg/L 0.220 0.500 1 07/24/24 19:46 TJW V50071
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/24/24 19:46 TJW V50071
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/24 19:46 TJW V50071
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/24/24 19:46 TJW V50071
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/24 19:46 TJW V50071
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/24/24 19:46 TJW V50071
Vinyl Chloride 55.4 pg/L 0.170 0.500 1 07/24/24 19:46 TJW V50071
o-Xylene 0.2513 Ng/L 0.210 0.500 1 07/24/24 19:46 TJW V50071
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/24 19:46 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 51 of 117

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98238 Matrix: Aqueous
Sample ID : MW-11S Sampled: 7/17/2024 10:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) 0.2513 Ng/L 0.210 0.500 1 07/24/24 19:46 V50071
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130% 1 07/24/24 19:46 TJW V50071
Surrogate: Dibromofluoromethane 104 Limits: 70-130% 1 07/24/24 19:46 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 95.4 Limits: 70-130% 1 07/24/24 19:46 TJW V50071
Surrogate: Toluene-d8 102 Limits: 70-130% 1 07/24/24 19:46 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 52 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98239 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/17/2024 13:10
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane 4.393 Ng/L 2.67 10.0 1 07/22/24 13:48 TBL RSK-175
Ethene 352 pg/L 2.28 10.0 1 07/22/24 13:48 TBL RSK-175
Methane 8840 Ng/L 25.1 100 10 07/22/24 14:01 TBL RSK-175
TOC 10.3 mg/L 7.20 10.0 10 07/26/24 05:02 JJT 531OC-2011
Arsenic 2.78 Ng/L 0.490 1.00 1 07/25/24 03:54 NPC 6020B
Barium 22.9 pg/L 3.40 10.0 1 07/25/24 03:54 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 03:54 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 03:54 NPC 6020B
Lead <0.500 Ng/L 0.500 1.00 1 07/25/24 21:14 NPC 6020B
Mercury(Total) 0.000093 mg/L 0.00007 0.00020 1 07/23/24 16:55 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 03:54 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 03:54 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 53 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98239 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/17/2024 13:10
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E V50703 07/24/24 14:55
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <18.0 Ng/L 18.0 50.0 10 07/24/24 22:12 TJW V50071
Benzene <1.80 pg/L 1.80 5.00 10 07/24/24 22:12 TJW V50071
tert-Butyl benzene <9.20 Ng/L 9.20 20.0 10 07/24/24 22:12 TJW V50071
Carbon Disulfide <1.50 pg/L 1.50 50.0 10 07/24/24 22:12 TJW V50071
Carbon Tetrachloride <1.80 Ng/L 1.80 5.00 10 07/24/24 22:12 TJW V50071
Chlorobenzene <1.90 pg/L 1.90 5.00 10 07/24/24 22:12 TJW V50071
Chloroethane <4.30 Ng/L 4.30 10.0 10 07/24/24 22:12 TJW V50071
Chloroform <2.20 pg/L 2.20 5.00 10 07/24/24 22:12 TJW V50071
Chloromethane <2.20 Ng/L 2.20 5.00 10 07/24/24 22:12 TJW V50071
2-Chlorotoluene <2.00 pg/L 2.00 5.00 10 07/24/24 22:12 TJW V50071
Cyclohexane <1.70 Ng/L 1.70 10.0 10 07/24/24 22:12 TJW V50071
1,2-Dichlorobenzene <2.20 pg/L 2.20 5.00 10 07/24/24 22:12 TJW V50071
1,3-Dichlorobenzene <1.90 Ng/L 1.90 5.00 10 07/24/24 22:12 TJW V50071
1,4-Dichlorobenzene <2.10 pg/L 2.10 5.00 10 07/24/24 22:12 TJW V50071
Dichlorodifluoromethane <12.0 Ng/L 12.0 50.0 10 07/24/24 22:12 TJW V50071
1,1-Dichloroethane <2.40 pg/L 2.40 5.00 10 07/24/24 22:12 TJW V50071
1,2-Dichloroethane <1.50 Ng/L 1.50 5.00 10 07/24/24 22:12 TJW V50071
1,1-Dichloroethene 23.3 pg/L 1.50 5.00 10 07/24/24 22:12 TJW V50071
cis-1,2-Dichloroethene 7790 E Ng/L 2.00 5.00 10 07/24/24 22:12 ENM V50705
trans-1,2-Dichloroethene 4.443 pg/L 1.80 5.00 10 07/24/24 22:12 TJW V50071
1,4-Dioxane <160 Ng/L 160 1500 10 07/24/24 22:12 TJW V50071
Ethyl Acetate <200 pg/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 54 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98239 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/17/2024 13:10
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E V50703 07/24/24 14:55
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <1.70 Ng/L 1.70 5.00 10 07/24/24 22:12 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <2.00 pg/L 2.00 50.0 10 07/24/24 22:12 TJW V50071
2-Hexanone <3.80 Ng/L 3.80 50.0 10 07/24/24 22:12 TJW V50071
Methyl Ethyl Ketone(MEK) <7.10 pg/L 7.10 50.0 10 07/24/24 22:12 TJW V50071
4-Methyl-2-Pentanone <10.0 Ng/L 10.0 50.0 10 07/24/24 22:12 TJW V50071
Methylene Chloride <3.30 pg/L 3.30 10.0 10 07/24/24 22:12 TJW V50071
Styrene <2.20 Ng/L 2.20 5.00 10 07/24/24 22:12 TJW V50071
1,1,1,2-Tetrachloroethane <1.60 pg/L 1.60 5.00 10 07/24/24 22:12 TJW V50071
Tetrachloroethene 4070 E Ng/L 2.20 5.00 10 07/24/24 22:12 ENM V50643
Toluene <2.20 pg/L 2.20 5.00 10 07/24/24 22:12 TJW V50071
1,2,3-Trichlorobenzene <3.80 Ng/L 3.80 20.0 10 07/24/24 22:12 TJW V50071
1,2,4-Trichlorobenzene <3.10 pg/L 3.10 10.0 10 07/24/24 22:12 TJW V50071
1,1,1-Trichloroethane <1.60 Ng/L 1.60 5.00 10 07/24/24 22:12 TJW V50071
Trichloroethene 649 pg/L 1.80 5.00 10 07/24/24 22:12 TJW V50071
Trichlorofluoromethane <1.80 Ng/L 1.80 5.00 10 07/24/24 22:12 TJW V50071
Vinyl Chloride 442 pg/L 1.70 5.00 10 07/24/24 22:12 TJW V50071
o-Xylene <2.10 Ng/L 2.10 5.00 10 07/24/24 22:12 TJW V50071
m,p-Xylene <4.20 pg/L 4.20 10.0 10 07/24/24 22:12 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 55 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98239 Matrix: Aqueous
Sample ID : MW-10S Sampled: 7/17/2024 13:10
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E V50703 07/24/24 14:55
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <2.1 Ng/L 2.10 5.00 10 07/24/24 22:12 V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/24/24 22:12 TJW V50071
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 1 07/24/24 22:12 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 91.4 Limits: 70-130% 1 07/24/24 22:12 TJW V50071
Surrogate: Toluene-d8 103 Limits: 70-130% 1 07/24/24 22:12 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 10 07/24/24 22:12 TJW V50071
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 10 07/24/24 22:12 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 91.4 Limits: 70-130% 10 07/24/24 22:12 TJW V50071
Surrogate: Toluene-d8 103 Limits: 70-130% 10 07/24/24 22:12 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 10 07/24/24 22:12 ENM V50643
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 10 07/24/24 22:12 ENM V50643
Surrogate: 1,2-Dichloroethane-d4 91.4 Limits: 70-130% 10 07/24/24 22:12 ENM V50643
Surrogate: Toluene-d8 103 Limits: 70-130% 10 07/24/24 22:12 ENM V50643
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 10 07/24/24 22:12 ENM V50705
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 10 07/24/24 22:12 ENM V50705
Surrogate: 1,2-Dichloroethane-d4 91.4 Limits: 70-130% 10 07/24/24 22:12 ENM V50705
Surrogate: Toluene-d8 103 Limits: 70-130% 10 07/24/24 22:12 ENM V50705
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 56 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98240 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/17/2024 14:40
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane 12.4 Ng/L 2.67 10.0 1 07/22/2414:14 TBL RSK-175
Ethene 2380 pg/L 2.28 10.0 1 07/22/2414:14 TBL RSK-175
Methane 9690 Ng/L 25.1 100 10 07/22/24 14:27 TBL RSK-175
TOC 1200 mg/L 72.0 100 100 07/26/2414:14 JJT 531OC-2011
Arsenic 2.29 Ng/L 0.490 1.00 1 07/25/24 04:07 NPC 6020B
Barium 97.1 pg/L 3.40 10.0 1 07/25/24 04:07 NPC 6020B
Cadmium 0.1583 Ng/L 0.150 1.00 1 07/25/24 04:07 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 04:07 NPC 6020B
Lead 1.98 Ng/L 0.500 1.00 1 07/25/24 21:21 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 17:14 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 04:07 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 04:07 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 57 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98240 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/17/2024 14:40
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <180 Ng/L 180 500 100 07/24/24 23:24 TJW V50071
Benzene <18.0 pg/L 18.0 50.0 100 07/24/24 23:24 TJW V50071
tert-Butyl benzene <92.0 Ng/L 92.0 200 100 07/24/24 23:24 TJW V50071
Carbon Disulfide <15.0 pg/L 15.0 500 100 07/24/24 23:24 TJW V50071
Carbon Tetrachloride <18.0 Ng/L 18.0 50.0 100 07/24/24 23:24 TJW V50071
Chlorobenzene <19.0 pg/L 19.0 50.0 100 07/24/24 23:24 TJW V50071
Chloroethane <43.0 Ng/L 43.0 100 100 07/24/24 23:24 TJW V50071
Chloroform <22.0 pg/L 22.0 50.0 100 07/24/24 23:24 TJW V50071
Chloromethane <22.0 Ng/L 22.0 50.0 100 07/24/24 23:24 TJW V50071
2-Chlorotoluene <20.0 pg/L 20.0 50.0 100 07/24/24 23:24 TJW V50071
Cyclohexane <17.0 Ng/L 17.0 100 100 07/24/24 23:24 TJW V50071
1,2-Dichlorobenzene <22.0 pg/L 22.0 50.0 100 07/24/24 23:24 TJW V50071
1,3-Dichlorobenzene <19.0 Ng/L 19.0 50.0 100 07/24/24 23:24 TJW V50071
1,4-Dichlorobenzene <21.0 pg/L 21.0 50.0 100 07/24/24 23:24 TJW V50071
Dichlorodifluoromethane <120 Ng/L 120 500 100 07/24/24 23:24 TJW V50071
1,1-Dichloroethane <24.0 pg/L 24.0 50.0 100 07/24/24 23:24 TJW V50071
1,2-Dichloroethane <15.0 Ng/L 15.0 50.0 100 07/24/24 23:24 TJW V50071
1,1-Dichloroethene 46.21 pg/L 15.0 50.0 100 07/24/24 23:24 TJW V50071
cis-1,2-Dichloroethene 56600 E Ng/L 20.0 50.0 100 07/24/24 23:24 ENM V50643
trans-1,2-Dichloroethene 354 pg/L 18.0 50.0 100 07/24/24 23:24 TJW V50071
1,4-Dioxane <1600 Ng/L 1600 15000 100 07/24/24 23:24 TJW V50071
Ethyl Acetate <200 pg/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 58 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98240 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/17/2024 14:40
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <17.0 Ng/L 17.0 50.0 100 07/24/24 23:24 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <20.0 pg/L 20.0 500 100 07/24/24 23:24 TJW V50071
2-Hexanone <38.0 Ng/L 38.0 500 100 07/24/24 23:24 TJW V50071
Methyl Ethyl Ketone(MEK) <71.0 pg/L 71.0 500 100 07/24/24 23:24 TJW V50071
4-Methyl-2-Pentanone <100 Ng/L 100 500 100 07/24/24 23:24 TJW V50071
Methylene Chloride <33.0 pg/L 33.0 100 100 07/24/24 23:24 TJW V50071
Styrene <22.0 Ng/L 22.0 50.0 100 07/24/24 23:24 TJW V50071
1,1,1,2-Tetrachloroethane <16.0 pg/L 16.0 50.0 100 07/24/24 23:24 TJW V50071
Tetrachloroethene 208 Ng/L 22.0 50.0 100 07/24/24 23:24 TJW V50071
Toluene <22.0 pg/L 22.0 50.0 100 07/24/24 23:24 TJW V50071
1,2,3-Trichlorobenzene <38.0 Ng/L 38.0 200 100 07/24/24 23:24 TJW V50071
1,2,4-Trichlorobenzene <31.0 pg/L 31.0 100 100 07/24/24 23:24 TJW V50071
1,1,1-Trichloroethane <16.0 Ng/L 16.0 50.0 100 07/24/24 23:24 TJW V50071
Trichloroethene 1930 pg/L 18.0 50.0 100 07/24/24 23:24 TJW V50071
Trichlorofluoromethane <18.0 Ng/L 18.0 50.0 100 07/24/24 23:24 TJW V50071
Vinyl Chloride 2690 pg/L 17.0 50.0 100 07/24/24 23:24 TJW V50071
o-Xylene 32.43 Ng/L 21.0 50.0 100 07/24/24 23:24 TJW V50071
m,p-Xylene 54.21 pg/L 42.0 100 100 07/24/24 23:24 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 59 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98240 Matrix: Aqueous
Sample ID : MW-9S Sampled: 7/17/2024 14:40
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) 86.63 Ng/L 21.0 50.0 100 07/24/24 23:24 V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/24/24 23:24 TJW V50071
Surrogate: Dibromofluoromethane 105 Limits: 70-130% 1 07/24/24 23:24 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 98.2 Limits: 70-130% 1 07/24/24 23:24 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/24/24 23:24 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 100 07/24/24 23:24 TJW V50071
Surrogate: Dibromofluoromethane 105 Limits: 70-130% 100 07/24/24 23:24 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 98.2 Limits: 70-130% 100 07/24/24 23:24 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 100 07/24/24 23:24 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 100 07/24/24 23:24 ENM V50643
Surrogate: Dibromofluoromethane 105 Limits: 70-130% 100 07/24/24 23:24 ENM V50643
Surrogate: 1,2-Dichloroethane-d4 98.2 Limits: 70-130% 100 07/24/24 23:24 ENM V50643
Surrogate: Toluene-d8 101 Limits: 70-130% 100 07/24/24 23:24 ENM V50643
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 60 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98241 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/17/2024 16:20
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane 5.233 Ng/L 2.67 10.0 1 07/22/24 12:43 TBL RSK-175
Ethene 369 pg/L 2.28 10.0 1 07/22/24 12:43 TBL RSK-175
Methane 2300 Ng/L 25.1 100 10 07/22/24 13:09 TBL RSK-175
TOC 1140 mg/L 72.0 100 100 07/26/24 04:24 JJT 531OC-2011
Arsenic 1.70 Ng/L 0.490 1.00 1 07/25/24 04:21 NPC 6020B
Barium 13.5 pg/L 3.40 10.0 1 07/25/24 04:21 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 04:21 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 04:21 NPC 6020B
Lead 0.5883 Ng/L 0.500 1.00 1 07/25/24 21:41 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 17:17 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 04:21 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 04:21 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 61 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98241 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/17/2024 16:20
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <180 Ng/L 180 500 100 07/24/24 23:49 TJW V50071
Benzene <18.0 pg/L 18.0 50.0 100 07/24/24 23:49 TJW V50071
tert-Butyl benzene <92.0 Ng/L 92.0 200 100 07/24/24 23:49 TJW V50071
Carbon Disulfide <15.0 pg/L 15.0 500 100 07/24/24 23:49 TJW V50071
Carbon Tetrachloride <18.0 Ng/L 18.0 50.0 100 07/24/24 23:49 TJW V50071
Chlorobenzene <19.0 pg/L 19.0 50.0 100 07/24/24 23:49 TJW V50071
Chloroethane <43.0 Ng/L 43.0 100 100 07/24/24 23:49 TJW V50071
Chloroform <22.0 pg/L 22.0 50.0 100 07/24/24 23:49 TJW V50071
Chloromethane <22.0 Ng/L 22.0 50.0 100 07/24/24 23:49 TJW V50071
2-Chlorotoluene <20.0 pg/L 20.0 50.0 100 07/24/24 23:49 TJW V50071
Cyclohexane <17.0 Ng/L 17.0 100 100 07/24/24 23:49 TJW V50071
1,2-Dichlorobenzene <22.0 pg/L 22.0 50.0 100 07/24/24 23:49 TJW V50071
1,3-Dichlorobenzene <19.0 Ng/L 19.0 50.0 100 07/24/24 23:49 TJW V50071
1,4-Dichlorobenzene <21.0 pg/L 21.0 50.0 100 07/24/24 23:49 TJW V50071
Dichlorodifluoromethane <120 Ng/L 120 500 100 07/24/24 23:49 TJW V50071
1,1-Dichloroethane <24.0 pg/L 24.0 50.0 100 07/24/24 23:49 TJW V50071
1,2-Dichloroethane <15.0 Ng/L 15.0 50.0 100 07/24/24 23:49 TJW V50071
1,1-Dichloroethene 77.0 pg/L 15.0 50.0 100 07/24/24 23:49 TJW V50071
cis-1,2-Dichloroethene 39300 E Ng/L 20.0 50.0 100 07/24/24 23:49 ENM V50643
trans-1,2-Dichloroethene 199 pg/L 18.0 50.0 100 07/24/24 23:49 TJW V50071
1,4-Dioxane <1600 Ng/L 1600 15000 100 07/24/24 23:49 TJW V50071
Ethyl Acetate <200 pg/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 62 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98241 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/17/2024 16:20
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <17.0 Ng/L 17.0 50.0 100 07/24/24 23:49 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <20.0 pg/L 20.0 500 100 07/24/24 23:49 TJW V50071
2-Hexanone <38.0 Ng/L 38.0 500 100 07/24/24 23:49 TJW V50071
Methyl Ethyl Ketone(MEK) <71.0 pg/L 71.0 500 100 07/24/24 23:49 TJW V50071
4-Methyl-2-Pentanone <100 Ng/L 100 500 100 07/24/24 23:49 TJW V50071
Methylene Chloride <33.0 pg/L 33.0 100 100 07/24/24 23:49 TJW V50071
Styrene <22.0 Ng/L 22.0 50.0 100 07/24/24 23:49 TJW V50071
1,1,1,2-Tetrachloroethane <16.0 pg/L 16.0 50.0 100 07/24/24 23:49 TJW V50071
Tetrachloroethene 36000 E Ng/L 22.0 50.0 100 07/24/24 23:49 ENM V50643
Toluene <22.0 pg/L 22.0 50.0 100 07/24/24 23:49 TJW V50071
1,2,3-Trichlorobenzene <38.0 Ng/L 38.0 200 100 07/24/24 23:49 TJW V50071
1,2,4-Trichlorobenzene 116 pg/L 31.0 100 100 07/24/24 23:49 TJW V50071
1,1,1-Trichloroethane <16.0 Ng/L 16.0 50.0 100 07/24/24 23:49 TJW V50071
Trichloroethene 28800 E pg/L 18.0 50.0 100 07/24/24 23:49 ENM V50643
Trichlorofluoromethane <18.0 Ng/L 18.0 50.0 100 07/24/24 23:49 TJW V50071
Vinyl Chloride 1120 pg/L 17.0 50.0 100 07/24/24 23:49 TJW V50071
o-Xylene 24.13 Ng/L 21.0 50.0 100 07/24/24 23:49 TJW V50071
m,p-Xylene <42.0 pg/L 42.0 100 100 07/24/24 23:49 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 63 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98241 Matrix: Aqueous
Sample ID : MW-3S Sampled: 7/17/2024 16:20
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) 24.13 Ng/L 21.0 50.0 100 07/24/24 23:49 V50071
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130% 1 07/24/24 23:49 TJW V50071
Surrogate: Dibromofluoromethane 106 Limits: 70-130% 1 07/24/24 23:49 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 96.8 Limits: 70-130% 1 07/24/24 23:49 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/24/24 23:49 TJW V50071
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130% 100 07/24/24 23:49 TJW V50071
Surrogate: Dibromofluoromethane 106 Limits: 70-130% 100 07/24/24 23:49 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 96.8 Limits: 70-130% 100 07/24/24 23:49 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 100 07/24/24 23:49 TJW V50071
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130% 100 07/24/24 23:49 ENM V50643
Surrogate: Dibromofluoromethane 106 Limits: 70-130% 100 07/24/24 23:49 ENM V50643
Surrogate: 1,2-Dichloroethane-d4 96.8 Limits: 70-130% 100 07/24/24 23:49 ENM V50643
Surrogate: Toluene-d8 101 Limits: 70-130% 100 07/24/24 23:49 ENM V50643
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 64 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98242 Matrix: Aqueous
Sample ID : DUP-1 Sampled: 7/17/2024 16:30
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone <180 Ng/L 180 500 100 07/25/24 00:13 TJW V50071
Benzene <18.0 pg/L 18.0 50.0 100 07/25/24 00:13 TJW V50071
tert-Butyl benzene <92.0 Ng/L 92.0 200 100 07/25/24 00:13 TJW V50071
Carbon Disulfide <15.0 pg/L 15.0 500 100 07/25/24 00:13 TJW V50071
Carbon Tetrachloride <18.0 Ng/L 18.0 50.0 100 07/25/24 00:13 TJW V50071
Chlorobenzene 20.93 pg/L 19.0 50.0 100 07/25/24 00:13 TJW V50071
Chloroethane <43.0 Ng/L 43.0 100 100 07/25/24 00:13 TJW V50071
Chloroform <22.0 pg/L 22.0 50.0 100 07/25/24 00:13 TJW V50071
Chloromethane <22.0 Ng/L 22.0 50.0 100 07/25/24 00:13 TJW V50071
2-Chlorotoluene <20.0 pg/L 20.0 50.0 100 07/25/24 00:13 TJW V50071
Cyclohexane <17.0 Ng/L 17.0 100 100 07/25/24 00:13 TJW V50071
1,2-Dichlorobenzene <22.0 pg/L 22.0 50.0 100 07/25/24 00:13 TJW V50071
1,3-Dichlorobenzene <19.0 Ng/L 19.0 50.0 100 07/25/24 00:13 TJW V50071
1,4-Dichlorobenzene <21.0 pg/L 21.0 50.0 100 07/25/24 00:13 TJW V50071
Dichlorodifluoromethane <120 Ng/L 120 500 100 07/25/24 00:13 TJW V50071
1,1-Dichloroethane <24.0 pg/L 24.0 50.0 100 07/25/24 00:13 TJW V50071
1,2-Dichloroethane <15.0 Ng/L 15.0 50.0 100 07/25/24 00:13 TJW V50071
1,1-Dichloroethene 66.4 pg/L 15.0 50.0 100 07/25/24 00:13 TJW V50071
cis-1,2-Dichloroethene 37800 E Ng/L 20.0 50.0 100 07/25/24 00:13 ENM V50643
trans-1,2-Dichloroethene 198 pg/L 18.0 50.0 100 07/25/24 00:13 TJW V50071
1,4-Dioxane <1600 Ng/L 1600 15000 100 07/25/24 00:13 TJW V50071
Ethyl Acetate <200 pg/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 65 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98242 Matrix: Aqueous
Sample ID : DUP-1 Sampled: 7/17/2024 16:30
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <17.0 Ng/L 17.0 50.0 100 07/25/24 00:13 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <20.0 pg/L 20.0 500 100 07/25/24 00:13 TJW V50071
2-Hexanone <38.0 Ng/L 38.0 500 100 07/25/24 00:13 TJW V50071
Methyl Ethyl Ketone(MEK) <71.0 pg/L 71.0 500 100 07/25/24 00:13 TJW V50071
4-Methyl-2-Pentanone <100 Ng/L 100 500 100 07/25/24 00:13 TJW V50071
Methylene Chloride <33.0 pg/L 33.0 100 100 07/25/24 00:13 TJW V50071
Styrene <22.0 Ng/L 22.0 50.0 100 07/25/24 00:13 TJW V50071
1,1,1,2-Tetrachloroethane <16.0 pg/L 16.0 50.0 100 07/25/24 00:13 TJW V50071
Tetrachloroethene 35600 E Ng/L 22.0 50.0 100 07/25/24 00:13 ENM V50643
Toluene <22.0 pg/L 22.0 50.0 100 07/25/24 00:13 TJW V50071
1,2,3-Trichlorobenzene <38.0 Ng/L 38.0 200 100 07/25/24 00:13 TJW V50071
1,2,4-Trichlorobenzene 133 pg/L 31.0 100 100 07/25/24 00:13 TJW V50071
1,1,1-Trichloroethane <16.0 Ng/L 16.0 50.0 100 07/25/24 00:13 TJW V50071
Trichloroethene 27600 E pg/L 18.0 50.0 100 07/25/24 00:13 ENM V50643
Trichlorofluoromethane <18.0 Ng/L 18.0 50.0 100 07/25/24 00:13 TJW V50071
Vinyl Chloride 1070 pg/L 17.0 50.0 100 07/25/24 00:13 TJW V50071
o-Xylene <21.0 Ng/L 21.0 50.0 100 07/25/24 00:13 TJW V50071
m,p-Xylene <42.0 pg/L 42.0 100 100 07/25/24 00:13 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 66 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98242 Matrix: Aqueous
Sample ID : DUP-1 Sampled: 7/17/2024 16:30
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55 V50641 07/24/24 16:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Xylene(Total) <21 Ng/L 21.0 50.0 100 07/25/24 00:13 V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/25/24 00:13 TJW V50071
Surrogate: Dibromofluoromethane 105 Limits: 70-130% 1 07/25/24 00:13 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 70-130% 1 07/25/24 00:13 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/25/24 00:13 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 100 07/25/24 00:13 TJW V50071
Surrogate: Dibromofluoromethane 105 Limits: 70-130% 100 07/25/24 00:13 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 70-130% 100 07/25/24 00:13 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 100 07/25/24 00:13 TJW V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 100 07/25/24 00:13 ENM V50643
Surrogate: Dibromofluoromethane 105 Limits: 70-130% 100 07/25/24 00:13 ENM V50643
Surrogate: 1,2-Dichloroethane-d4 100 Limits: 70-130% 100 07/25/24 00:13 ENM V50643
Surrogate: Toluene-d8 101 Limits: 70-130% 100 07/25/24 00:13 ENM V50643
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 67 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98243 Matrix: TCLP
Sample ID :IDW Sampled: 7/17/2024 17:00
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
TCLP Metals Extraction Filtrate 1 07/23/24 17:20 LFR SW-1311
TCLP VOC ZHE Extraction Filtrate 1 07/22/24 13:19 TBL SW-1311 (ZHE)
Analytical Method: 6010D Prep Batch(es): V50060 07/25/24 14:20
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 07/25/24 22:10 JKC V50091
TCLP Barium 0.0333 mg/L 0.005 0.050 1 07/25/24 22:10 JKC V50091
TCLP Cadmium <0.0065 mg/L 0.0065 0.0150 1 07/25/24 22:10 JKC V50091
TCLP Chromium <0.012 mg/L 0.012 0.025 1 07/25/24 22:10 JKC V50091
TCLP Lead <0.008 mg/L 0.008 0.030 1 07/25/24 22:10 JKC V50091
TCLP Selenium <0.026 mg/L 0.026 0.100 1 07/25/24 22:10 JKC V50091
TCLP Silver <0.003 mg/L 0.003 0.025 1 07/25/24 22:10 JKC V50091
Analytical Method: 7470A Prep Batch(es): V50049 07/25/24 12:55
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 07/25/24 15:53 NPC V50081
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 68 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98243 Matrix: TCLP
Sample ID :IDW Sampled: 7/17/2024 17:00
Analytical Method: 8260D Prep Batch(es): V50040 07/24/24 14:55 V50414 07/24/24 14:55
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 07/24/24 21:47 TJW V50065
TCLP Carbon Tetrachloride <0.0054 mg/L 0.0054 0.0200 10 07/24/24 21:47 TJW V50065
TCLP Chlorobenzene <0.0033 mg/L 0.0033 0.0050 10 07/24/24 21:47 TJW V50065
TCLP Chloroform <0.0047 mg/L 0.0047 0.0050 10 07/24/24 21:47 TJW V50065
TCLP 1,4-Dichlorobenzene <0.0042 mg/L 0.0042 0.0050 10 07/24/24 21:47 TJW V50065
TCLP 1,2-Dichloroethane <0.0040 mg/L 0.0040 0.0050 10 07/24/24 21:47 TJW V50065
TCLP 1,1-Dichloroethene 0.00473 mg/L 0.0034 0.0050 10 07/24/24 21:47 TJW V50065
TCLP Methyl Ethyl Ketone(MEK) <0.0078 mg/L 0.0078 0.0500 10 07/24/24 21:47 TJW V50065
TCLP Tetrachloroethene 1.49 E mg/L 0.0030 0.0050 10 07/24/24 21:47 ENM V50416
TCLP Trichloroethene 1.04 E mg/L 0.0046 0.0050 10 07/24/24 21:47 ENM V50416
TCLP Vinyl Chloride 0.137 mg/L 0.0041 0.0050 10 07/24/24 21:47 TJW V50065
Surrogate: 4-Bromofluorobenzene 102 Limits: 80-124% 10 07/24/24 21:47 TJW V50065
Surrogate: Dibromofluoromethane 104 Limits: 75-129% 10 07/24/24 21:47 TJW V50065
Surrogate: Toluene-d8 101 Limits: 77-123% 10 07/24/24 21:47 TJW V50065
Surrogate: 4-Bromofluorobenzene 102 Limits: 80-124% 10 07/24/24 21:47 ENM V50416
Surrogate: Dibromofluoromethane 104 Limits: 75-129% 10 07/24/24 21:47 ENM V50416
Surrogate: Toluene-d8 101 Limits: 77-123% 10 07/24/24 21:47 ENM V50416
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 69 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98244 Matrix: Aqueous
Sample ID :Trip Blank Sampled: 7/16/2024 0:00
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Acetone 1.833 Ng/L 1.80 5.00 1 07/23/24 14:48 TBL V49996
Benzene <0.180 pg/L 0.180 0.500 1 07/23/24 14:48 TBL V49996
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/23/24 14:48 TBL V49996
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/23/24 14:48 TBL V49996
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/23/24 14:48 TBL V49996
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/23/24 14:48 TBL V49996
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/23/24 14:48 TBL V49996
Chloroform <0.220 pg/L 0.220 0.500 1 07/23/24 14:48 TBL V49996
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/23/24 14:48 TBL V49996
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/23/24 14:48 TBL V49996
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/23/24 14:48 TBL V49996
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/23/24 14:48 TBL V49996
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/23/24 14:48 TBL V49996
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/23/24 14:48 TBL V49996
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/23/24 14:48 TBL V49996
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/23/24 14:48 TBL V49996
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/23/24 14:48 TBL V49996
1,1-Dichloroethene <0.150 pg/L 0.150 0.500 1 07/23/24 14:48 TBL V49996
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/23/24 14:48 TBL V49996
trans-1.2-Dichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 14:48 TBL V49996
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/23/24 14:48 TBL V49996
Ethyl Acetate <200 pg/L 200 200 1 07/23/24 08:00 ENM V50406
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 70 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98244 Matrix: Aqueous
Sample ID :Trip Blank Sampled: 7/16/2024 0:00
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/23/24 14:48 TBL V49996
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/23/24 14:48 TBL V49996
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/23/24 14:48 TBL V49996
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/23/24 14:48 TBL V49996
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/23/24 14:48 TBL V49996
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/23/24 14:48 TBL V49996
Styrene <0.220 Ng/L 0.220 0.500 1 07/23/24 14:48 TBL V49996
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/23/24 14:48 TBL V49996
Tetrachloroethene <0.220 Ng/L 0.220 0.500 1 07/23/24 14:48 TBL V49996
Toluene <0.220 pg/L 0.220 0.500 1 07/23/24 14:48 TBL V49996
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/23/24 14:48 TBL V49996
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/23/24 14:48 TBL V49996
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/23/24 14:48 TBL V49996
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/23/24 14:48 TBL V49996
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/23/24 14:48 TBL V49996
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/23/24 14:48 TBL V49996
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/23/24 14:48 TBL V49996
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/23/24 14:48 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 71 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98244 Matrix: Aqueous
Sample ID :Trip Blank Sampled: 7/16/2024 0:00
Analytical Method: 8260D Prep Batch(es): V49993 07/23/24 08:00
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 07/23/24 14:48 V49996
Surrogate: 4-Bromofluorobenzene 100 Limits: 70-130% 1 07/23/24 14:48 TBL V49996
Surrogate: Dibromofluoromethane 93.0 Limits: 70-130% 1 07/23/24 14:48 TBL V49996
Surrogate: 1,2-Dichloroethane-d4 90.8 Limits: 70-130% 1 07/23/24 14:48 TBL V49996
Surrogate: Toluene-d8 94.6 Limits: 70-130% 1 07/23/24 14:48 TBL V49996
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 72 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98245 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/17/2024 12:20
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 12:05 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 12:05 TBL RSK-175
Methane 40.1 Ng/L 2.51 10.0 1 07/22/24 12:05 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 20:49 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 04:48 NPC 6020B
Barium 8.733 pg/L 3.40 10.0 1 07/25/24 04:48 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 04:48 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 04:48 NPC 6020B
Lead 1.69 Ng/L 0.500 1.00 1 07/25/24 21:48 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 17:19 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 21:48 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 04:48 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 73 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98245 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/17/2024 12:20
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
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 07/24/24 20:10 TJW V50071
Benzene <0.180 pg/L 0.180 0.500 1 07/24/24 20:10 TJW V50071
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/24/24 20:10 TJW V50071
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/24 20:10 TJW V50071
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/24/24 20:10 TJW V50071
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/24 20:10 TJW V50071
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/24/24 20:10 TJW V50071
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/24 20:10 TJW V50071
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/24/24 20:10 TJW V50071
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/24 20:10 TJW V50071
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/24/24 20:10 TJW V50071
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/24 20:10 TJW V50071
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/24/24 20:10 TJW V50071
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/24 20:10 TJW V50071
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/24/24 20:10 TJW V50071
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/24 20:10 TJW V50071
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/24/24 20:10 TJW V50071
1,1-Dichloroethene <0.150 ug/L 0.150 0.500 1 07/24/24 20:10 TJW V50071
cis-1,2-Dich loroethene 12.3 Ng/L 0.200 0.500 1 07/24/24 20:10 TJW V50071
trans-1,2-Dichloroethene <0.180 ug/L 0.180 0.500 1 07/24/24 20:10 TJW V50071
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/24/24 20:10 TJW V50071
Ethyl Acetate <200 ug/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 74 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98245 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/17/2024 12:20
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/24/24 20:10 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/24 20:10 TJW V50071
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/24/24 20:10 TJW V50071
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/24 20:10 TJW V50071
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/24/24 20:10 TJW V50071
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/24 20:10 TJW V50071
Styrene <0.220 Ng/L 0.220 0.500 1 07/24/24 20:10 TJW V50071
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/24 20:10 TJW V50071
Tetrachloroethene 46.8 Ng/L 0.220 0.500 1 07/24/24 20:10 TJW V50071
Toluene <0.220 pg/L 0.220 0.500 1 07/24/24 20:10 TJW V50071
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/24/24 20:10 TJW V50071
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/24 20:10 TJW V50071
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/24/24 20:10 TJW V50071
Trichloroethene 0.799 pg/L 0.180 0.500 1 07/24/24 20:10 TJW V50071
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/24/24 20:10 TJW V50071
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/24 20:10 TJW V50071
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/24/24 20:10 TJW V50071
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/24 20:10 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 75 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98245 Matrix: Aqueous
Sample ID : MW-6S Sampled: 7/17/2024 12:20
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
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 07/24/24 20:10 V50071
Surrogate: 4-Bromofluorobenzene 102 Limits: 70-130% 1 07/24/24 20:10 TJW V50071
Surrogate: Dibromofluoromethane 104 Limits: 70-130% 1 07/24/24 20:10 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 97.2 Limits: 70-130% 1 07/24/24 20:10 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/24/24 20:10 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 76 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98246 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/17/2024 14:55
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 12:18 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 12:18 TBL RSK-175
Methane <2.51 Ng/L 2.51 10.0 1 07/22/24 12:18 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 21:27 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 05:01 NPC 6020B
Barium 13.3 pg/L 3.40 10.0 1 07/25/24 05:01 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 05:01 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 05:01 NPC 6020B
Lead <0.500 Ng/L 0.500 1.00 1 07/25/24 21:55 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 17:22 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 21:55 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 05:01 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 77 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98246 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/17/2024 14:55
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
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 07/24/24 20:35 TJW V50071
Benzene <0.180 pg/L 0.180 0.500 1 07/24/24 20:35 TJW V50071
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/24/24 20:35 TJW V50071
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/24 20:35 TJW V50071
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/24/24 20:35 TJW V50071
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/24 20:35 TJW V50071
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/24/24 20:35 TJW V50071
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/24 20:35 TJW V50071
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/24/24 20:35 TJW V50071
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/24 20:35 TJW V50071
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/24/24 20:35 TJW V50071
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/24 20:35 TJW V50071
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/24/24 20:35 TJW V50071
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/24 20:35 TJW V50071
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/24/24 20:35 TJW V50071
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/24 20:35 TJW V50071
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/24/24 20:35 TJW V50071
1,1-Dichloroethene <0.150 ug/L 0.150 0.500 1 07/24/24 20:35 TJW V50071
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/24/24 20:35 TJW V50071
trans-1,2-Dichloroethene <0.180 ug/L 0.180 0.500 1 07/24/24 20:35 TJW V50071
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/24/24 20:35 TJW V50071
Ethyl Acetate <200 ug/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 78 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98246 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/17/2024 14:55
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/24/24 20:35 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/24 20:35 TJW V50071
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/24/24 20:35 TJW V50071
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/24 20:35 TJW V50071
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/24/24 20:35 TJW V50071
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/24 20:35 TJW V50071
Styrene <0.220 Ng/L 0.220 0.500 1 07/24/24 20:35 TJW V50071
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/24 20:35 TJW V50071
Tetrachloroethene 12.9 Ng/L 0.220 0.500 1 07/24/24 20:35 TJW V50071
Toluene <0.220 pg/L 0.220 0.500 1 07/24/24 20:35 TJW V50071
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/24/24 20:35 TJW V50071
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/24 20:35 TJW V50071
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/24/24 20:35 TJW V50071
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/24 20:35 TJW V50071
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/24/24 20:35 TJW V50071
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/24 20:35 TJW V50071
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/24/24 20:35 TJW V50071
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/24 20:35 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 79 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98246 Matrix: Aqueous
Sample ID : MW-4S Sampled: 7/17/2024 14:55
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
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 07/24/24 20:35 V50071
Surrogate: 4-Bromofluorobenzene 103 Limits: 70-130% 1 07/24/24 20:35 TJW V50071
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 1 07/24/24 20:35 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 94.6 Limits: 70-130% 1 07/24/24 20:35 TJW V50071
Surrogate: Toluene-d8 102 Limits: 70-130% 1 07/24/24 20:35 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 80 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98247 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/17/2024 15:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
Ethane <2.67 Ng/L 2.67 10.0 1 07/22/24 12:30 TBL RSK-175
Ethene <2.28 pg/L 2.28 10.0 1 07/22/24 12:30 TBL RSK-175
Methane 2.593 Ng/L 2.51 10.0 1 07/22/24 12:30 TBL RSK-175
TOC <0.720 mg/L 0.720 1.00 1 07/25/24 22:05 JJT 531OC-2011
Arsenic <0.490 Ng/L 0.490 1.00 1 07/25/24 05:15 NPC 6020B
Barium 17.4 pg/L 3.40 10.0 1 07/25/24 05:15 NPC 6020B
Cadmium <0.150 Ng/L 0.150 1.00 1 07/25/24 05:15 NPC 6020B
Chromium <1.00 pg/L 1.00 2.00 1 07/25/24 05:15 NPC 6020B
Lead <0.500 Ng/L 0.500 1.00 1 07/25/24 22:01 NPC 6020B
Mercury(Total) <0.00007 mg/L 0.00007 0.00020 1 07/23/24 17:24 NPC 7470A
Selenium <2.30 Ng/L 2.30 5.00 1 07/25/24 22:01 NPC 6020B
Silver <0.130 pg/L 0.130 1.00 1 07/25/24 05:15 NPC 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 81 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98247 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/17/2024 15:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
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 07/24/24 20:59 TJW V50071
Benzene <0.180 pg/L 0.180 0.500 1 07/24/24 20:59 TJW V50071
tert-Butyl benzene <0.920 Ng/L 0.920 2.00 1 07/24/24 20:59 TJW V50071
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 07/24/24 20:59 TJW V50071
Carbon Tetrachloride <0.180 Ng/L 0.180 0.500 1 07/24/24 20:59 TJW V50071
Chlorobenzene <0.190 pg/L 0.190 0.500 1 07/24/24 20:59 TJW V50071
Chloroethane <0.430 Ng/L 0.430 1.00 1 07/24/24 20:59 TJW V50071
Chloroform <0.220 pg/L 0.220 0.500 1 07/24/24 20:59 TJW V50071
Chloromethane <0.220 Ng/L 0.220 0.500 1 07/24/24 20:59 TJW V50071
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 07/24/24 20:59 TJW V50071
Cyclohexane <0.170 Ng/L 0.170 1.00 1 07/24/24 20:59 TJW V50071
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 07/24/24 20:59 TJW V50071
1,3-Dichlorobenzene <0.190 Ng/L 0.190 0.500 1 07/24/24 20:59 TJW V50071
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 07/24/24 20:59 TJW V50071
Dichlorodifluoromethane <1.20 Ng/L 1.20 5.00 1 07/24/24 20:59 TJW V50071
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 07/24/24 20:59 TJW V50071
1,2-Dichloroethane <0.150 Ng/L 0.150 0.500 1 07/24/24 20:59 TJW V50071
1,1-Dichloroethene <0.150 ug/L 0.150 0.500 1 07/24/24 20:59 TJW V50071
cis-1,2-Dich loroethene <0.200 Ng/L 0.200 0.500 1 07/24/24 20:59 TJW V50071
trans-1,2-Dichloroethene <0.180 ug/L 0.180 0.500 1 07/24/24 20:59 TJW V50071
1,4-Dioxane <16.0 Ng/L 16.0 150 1 07/24/24 20:59 TJW V50071
Ethyl Acetate <200 ug/L 200 200 1 07/24/24 14:55 ENM V50408
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 82 of 117

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98247 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/17/2024 15:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 07/24/24 20:59 TJW V50071
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 07/24/24 20:59 TJW V50071
2-Hexanone <0.380 Ng/L 0.380 5.00 1 07/24/24 20:59 TJW V50071
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 07/24/24 20:59 TJW V50071
4-Methyl-2-Pentanone <1.00 Ng/L 1.00 5.00 1 07/24/24 20:59 TJW V50071
Methylene Chloride <0.330 pg/L 0.330 1.00 1 07/24/24 20:59 TJW V50071
Styrene <0.220 Ng/L 0.220 0.500 1 07/24/24 20:59 TJW V50071
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 07/24/24 20:59 TJW V50071
Tetrachloroethene 0.2261 Ng/L 0.220 0.500 1 07/24/24 20:59 TJW V50071
Toluene <0.220 pg/L 0.220 0.500 1 07/24/24 20:59 TJW V50071
1,2,3-Trichlorobenzene <0.380 Ng/L 0.380 2.00 1 07/24/24 20:59 TJW V50071
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 07/24/24 20:59 TJW V50071
1,1,1-Trichloroethane <0.160 Ng/L 0.160 0.500 1 07/24/24 20:59 TJW V50071
Trichloroethene <0.180 pg/L 0.180 0.500 1 07/24/24 20:59 TJW V50071
Trichlorofluoromethane <0.180 Ng/L 0.180 0.500 1 07/24/24 20:59 TJW V50071
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 07/24/24 20:59 TJW V50071
o-Xylene <0.210 Ng/L 0.210 0.500 1 07/24/24 20:59 TJW V50071
m,p-Xylene <0.420 pg/L 0.420 1.00 1 07/24/24 20:59 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 83 of 117

•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-015
Matt Bramblett Report Date : 08/13/2024
2923 South Tryon St.Ste 100 Information : Received : 07/18/2024
Charlotte, NC 28203
Report Number :24-201-0003 REPOR T OF A NA L YSIS
Lab No : 98247 Matrix: Aqueous
Sample ID : MW-4D Sampled: 7/17/2024 15:50
Analytical Method: 8260D Prep Batch(es): V50034 07/24/24 14:55
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 07/24/24 20:59 V50071
Surrogate: 4-Bromofluorobenzene 101 Limits: 70-130% 1 07/24/24 20:59 TJW V50071
Surrogate: Dibromofluoromethane 103 Limits: 70-130% 1 07/24/24 20:59 TJW V50071
Surrogate: 1,2-Dichloroethane-d4 93.8 Limits: 70-130% 1 07/24/24 20:59 TJW V50071
Surrogate: Toluene-d8 101 Limits: 70-130% 1 07/24/24 20:59 TJW V50071
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions E Result above calibration range J Estimated value
M Minimum value MQL Method Quantitation Limit
Page 84 of 117

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-015
Report No: 24-201-0003
QC Prep: L763848 QC Analytical Batch(es): L763853
QC Prep Batch Method: 531OC-2011 Analysis Method: 531OC-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-L763848 Matrix:AQU
Associated Lab Samples: 98229, 98230, 98231, 98232, 98233, 98234, 98235, 98236, 98238, 98239
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.720 0.720 1.00 07/25/2411:21
Laboratory Control Sample LCS-L763848
Spike LCS LCS%Rec % Rec
Parameter Units Conc. Result Limits
TOC mg/L 20.0 19.9 100 85-115
Duplicate V 98230-DUP-L763848
Result DUP RPD Max RPD Analyzed
Parameter Units Result
TOC mg/L < 1.00 <1.00 0.0 15.0 07/25/24 15:08
Matrix Spike V 98229-MS-L763848
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L < 0.756 5.26 5.62 107 85-115
Date: 08/13/2024 09:17 AM Page 1 of 30
Page 85 of 117

• 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-015
Report No: 24-201-0003
QC Prep: L763849 QC Analytical Batch(es): L763853
QC Prep Batch Method: 531OC-2011 Analysis Method: 531OC-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-1-763849 Matrix: AQU
Associated Lab Samples: 98241, 98245, 98246, 98247
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.720 0.720 1.00 07/25/2411:21
Laboratory Control Sample&LCSD LCS-L763849 LCSD-L763849
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
TOC mg/L 20.0 19.9 19.8 100 99.0 85-115 0.5 20.0
Date: 08/13/2024 09:17 AM Page 2 of 30
Page 86 of 117

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-015
Report No: 24-201-0003
QC Prep: L764275 QC Analytical Batch(es): L764297
QC Prep Batch Method: 531OC-2011 Analysis Method: 531OC-2011
Analysis Description: Total Organic Carbon
Lab Reagent Blank LRB-L764275 Matrix: AQU
Associated Lab Samples: 98237, 98240
Blank MDL MQL Analyzed
Parameter Units Result
TOC mg/L <0.720 0.720 1.00 07/26/2411:42
Laboratory Control Sample LCS-L764275
Spike LCS LCS%Rec % Rec
Parameter Units Conc. Result Limits
TOC mg/L 20.0 19.9 100 85-115
Duplicate L 89985-DUP-L764275
Result DUP RPD Max RPD Analyzed
Parameter Units Result
TOC mg/L 1.38 1.35 2.1 15.0 07/26/2416:46
Matrix Spike L 89948-MS-L764275
MS Spike MSD MS Result MSD MS %Rec Max
Parameter Units Result Conc. Spike Result %Rec Limits RPD
Conc.
TOC mg/L 1.08 5.26 6.53 104 85-115
Date: 08/13/2024 09:17 AM Page 3 of 30
Page 87 of 117

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-015
Report No: 24-201-0003
QC Prep: V50060 QC Analytical Batch(es): V50091
QC Prep Batch Method: SW-3010A Analysis Method: 6010D
Analysis Description: Metals Analysis(TCLP)
Lab Reagent Blank LRB-V50060 Matrix: TCL
Associated Lab Samples: 98243
Blank MDL MQL Analyzed
Parameter Units Result
TCLP Arsenic mg/L <0.014 0.014 0.050 07/25/24 21:57
TCLP Barium mg/L <0.005 0.005 0.050 07/25/24 21:57
TCLP Cadmium mg/L <0.0065 0.0065 0.0150 07/25/24 21:57
TCLP Chromium mg/L <0.012 0.012 0.025 07/25/24 21:57
TCLP Lead mg/L <0.008 0.008 0.030 07/25/24 21:57
TCLP Selenium mg/L <0.026 0.026 0.100 07/25/24 21:57
TCLP Silver mg/L <0.003 0.003 0.025 07/25/24 21:57
Laboratory Control Sample LCS-V50060
Spike LCS LCS%Rec % Rec
Parameter Units Conc. Result Limits
TCLP Arsenic mg/L 0.500 0.541 108 80-120
TCLP Barium mg/L 5.00 6.16 123* 80-120
TCLP Cadmium mg/L 0.500 0.591 118 80-120
TCLP Chromium mg/L 5.00 5.71 114 80-120
TCLP Lead mg/L 0.500 0.541 108 80-120
TCLP Selenium mg/L 0.500 0.538 108 80-120
TCLP Silver mg/L 0.500 0.574 115 80-120
Matrix Spike&Matrix Spike Duplicate V 98341-MS-V50060 V 98341-MSD-V50060
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 0.503 0.535 101 107 75-125 6.1 20
TCLP Barium mg/L 0.153 5.00 5.00 5.99 6.28 117 123 75-125 4.7 20
TCLP Cadmium mg/L <0.0065 0.500 0.500 0.564 0.593 113 119 75-125 5.0 20
TCLP Chromium mg/L <0.012 5.00 5.00 5.45 5.71 109 114 75-125 4.6 20
*QC Fail Date: 08/13/2024 09:17 AM Page 4 of 30
Page 88 of 117

• 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-015
Report No: 24-201-0003
QC Prep: V50060 QC Analytical Batch(es): V50091
QC Prep Batch Method: SW-3010A Analysis Method: 6010D
Analysis Description: Metals Analysis(TCLP)
Matrix Spike&Matrix Spike Duplicate V 98341-MS-V50060 V 98341-MSD-V50060
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 0.024 0.500 0.500 0.540 0.567 103 109 75-125 4.8 20
TCLP Selenium mg/L <0.026 0.500 0.500 0.526 0.544 105 109 75-125 3.3 20
TCLP Silver mg/L <0.003 0.500 0.500 0.553 0.582 111 116 75-125 5.1 20
Post Digestion Spike V 98341-PDS-V50060
PDS % Analyzed
Parameter Units Result Recovery
TCLP Arsenic mg/L 1.32 106 07/25/24 22:24
TCLP Barium mg/L 15.4 122 07/25/24 22:24
TCLP Cadmium mg/L 1.48 119 07/25/24 22:24
TCLP Chromium mg/L 14.5 116 07/25/24 22:24
TCLP Lead mg/L 1.38 109 07/25/24 22:24
TCLP Selenium mg/L 1.36 109 07/25/24 22:24
TCLP Silver mg/L 1.42 114 07/25/24 22:24
Date: 08/13/2024 09:17 AM Page 5 of 30
Page 89 of 117

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-015
Report No: 24-201-0003
QC Prep: V49904 QC Analytical Batch(es): V50031,V50101
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-V49904 Matrix:AQU
Associated Lab Samples: 98230, 98235, 98236, 98237, 98238, 98239, 98240, 98241, 98245, 98246, 98247
Blank MDL MQL Analyzed
Parameter Units Result
Arsenic pg/L <0.490 0.490 1.00 07/25/24 02:13
Barium pg/L <3.40 3.40 10.0 07/25/24 02:13
Cadmium pg/L <0.150 0.150 1.00 07/25/24 02:13
Chromium pg/L <1.00 1.00 2.00 07/25/24 02:13
Lead pg/L 0.766 0.500 1.00 07/25/24 02:13
Selenium pg/L <2.30 2.30 5.00 07/25/2418:26
Silver pg/L <0.130 0.130 1.00 07/25/24 02:13
Laboratory Control Sample LCS-V49904
Spike LCS LCS%Rec % Rec
Parameter Units Conc. Result Limits
Arsenic pg/L 100 96.6 97.0 80-120
Barium pg/L 100 101 101 80-120
Cadmium pg/L 100 94.8 95.0 80-120
Chromium pg/L 100 95.7 96.0 80-120
Lead pg/L 100 96.9 97.0 80-120
Selenium pg/L 100 99.2 99.0 80-120
Silver pg/L 100 96.6 97.0 80-120
Matrix Spike&Matrix Spike Duplicate V 98237-MS-V49904 V 98237-MSD-V49904
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 < 0.490 100 100 98.6 97.7 99.0 98.0 75-125 0.9 20.0
Barium pg/L 21.1 100 100 116 115 95.0 94.0 75-125 0.8 20.0
Cadmium pg/L < 0.150 100 100 96.2 95.2 96.0 95.0 75-125 1.0 20.0
Chromium pg/L 1.14 100 100 95.6 97.2 94.0 96.0 75-125 1.6 20.0
Date: 08/13/2024 09:17 AM Page 6 of 30
Page 90 of 117

• 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-015
Report No: 24-201-0003
QC Prep: V49904 QC Analytical Batch(es): V50031,V50101
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Matrix Spike&Matrix Spike Duplicate V 98237-MS-V49904 V 98237-MSD-V49904
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 2.66 100 100 97.7 97.5 95.0 95.0 75-125 0.2 20.0
Selenium pg/L < 2.30 100 100 102 100 102 100 75-125 1.9 20.0
Silver pg/L < 0.130 100 100 95.2 94.8 95.0 95.0 75-125 0.4 20.0
Post Digestion Spike V 98237-PDS-V49904
PDS % Analyzed
Parameter Units Result Recovery
Arsenic pg/L 49.0 98.0 07/25/24 03:00
Barium pg/L 57.1 94.0 07/25/24 03:00
Cadmium pg/L 50.6 101 07/25/24 03:00
Chromium pg/L 47.9 95.0 07/25/24 03:00
Lead pg/L 49.6 97.0 07/25/24 20:40
Selenium pg/L 52.0 104 07/25/24 03:00
Silver pg/L 45.4 91.0 07/25/24 03:00
Date: 08/13/2024 09:17 AM Page 7 of 30
Page 91 of 117

• 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-015
Report No: 24-201-0003
QC Prep: V50078 QC Analytical Batch(es): V50508
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-V50078 Matrix: AQU
Associated Lab Samples: 98238
Blank MDL MQL Analyzed
Parameter Units Result
Selenium pg/L <2.30 2.30 5.00 08/05/2418:40
Laboratory Control Sample&LCSD LCS-V50078 LCSD-V50078
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Selenium pg/L 100 88.2 99.6 88.0 100 80-120 12.1 20.0
Date: 08/13/2024 09:17 AM Page 8 of 30
Page 92 of 117

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-015
Report No: 24-201-0003
QC Prep: V49924 QC Analytical Batch(es): V49976
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis-CVAA
Lab Reagent Blank LRB-V49924 Matrix:AQU
Associated Lab Samples: 98230, 98235, 98236, 98237, 98238, 98239, 98240, 98241, 98245, 98246, 98247
Blank MDL MQL Analyzed
Parameter Units Result
Mercury(Total) mg/L <0.00007 0.00007 0.00020 07/23/24 16:37
Laboratory Control Sample LCS-V49924
Spike LCS LCS%Rec % Rec
Parameter Units Conc. Result Limits
Mercury(Total) mg/L 0.00468 0.00485 103 80-120
Matrix Spike&Matrix Spike Duplicate V 98239-MS-V49924 V 98239-MSD-V49924
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 0.00009 0.00468 0.00468 0.00402 0.00393 84.0 82.0 80-120 2.2 20.0
Post Digestion Spike V 98239-PDS-V49924
PDS % Analyzed
Parameter Units Result Recovery
Mercury(Total) mg/L 0.00226 94.0 07/23/24 16:57
Date: 08/13/2024 09:17 AM Page 9 of 30
Page 93 of 117

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-015
Report No: 24-201-0003
QC Prep: V50049 QC Analytical Batch(es): V50081
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis-CVAA(TCLP)
Lab Reagent Blank LRB-V50049 Matrix: TCL
Associated Lab Samples: 98243
Blank MDL MQL Analyzed
Parameter Units Result
TCLP Mercury mg/L <0.00003 0.00003 0.0002 07/25/24 15:48
Laboratory Control Sample LCS-V50049
Spike LCS LCS%Rec % Rec
Parameter Units Conc. Result Limits
TCLP Mercury mg/L 0.0046 0.0055 117 80-120
Matrix Spike&Matrix Spike Duplicate V 98339-MS-V50049 V 98339-MSD-V50049
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 0.0062 0.0063 132* 134* 80-120 1.6 20
Post Digestion Spike V 98339-PDS-V50049
PDS % Analyzed
Parameter Units Result Recovery
TCLP Mercury mg/L 0.0029 125* 07/25/24 16:01
*QC Fail Date: 08/13/2024 09:17 AM Page 10 of 30
Page 94 of 117

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-015
Report No: 24-201-0003
QC Prep: V49993 QC Analytical Batch(es): V49996
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V49993 Matrix: AQU
Associated Lab Samples: 98229, 98230, 98231, 98233, 98234, 98235, 98244
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 07/23/24 13:59
Benzene pg/L <0.180 0.180 0.500 07/23/24 13:59
tert-Butyl benzene pg/L <0.920 0.920 2.00 07/23/24 13:59
Carbon Disulfide pg/L <0.150 0.150 5.00 07/23/24 13:59
Carbon Tetrachloride pg/L <0.180 0.180 0.500 07/23/24 13:59
Chlorobenzene pg/L <0.190 0.190 0.500 07/23/24 13:59
Chloroethane pg/L <0.430 0.430 1.00 07/23/24 13:59
Chloroform pg/L <0.220 0.220 0.500 07/23/24 13:59
Chloromethane pg/L <0.220 0.220 0.500 07/23/24 13:59
2-Chlorotoluene pg/L <0.200 0.200 0.500 07/23/24 13:59
Cyclohexane pg/L <0.170 0.170 1.00 07/23/24 13:59
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 07/23/24 13:59
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 07/23/24 13:59
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 07/23/24 13:59
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 07/23/24 13:59
1,1-Dichloroethane pg/L <0.240 0.240 0.500 07/23/24 13:59
1,2-Dichloroethane pg/L <0.150 0.150 0.500 07/23/24 13:59
1,1-Dichloroethene pg/L <0.150 0.150 0.500 07/23/24 13:59
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/23/24 13:59
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 07/23/24 13:59
1,4-Dioxane pg/L <16.0 16.0 150 07/23/24 13:59
Ethylbenzene pg/L <0.170 0.170 0.500 07/23/24 13:59
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 07/23/24 13:59
2-Hexanone pg/L <0.380 0.380 5.00 07/23/24 13:59
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 07/23/24 13:59
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 07/23/24 13:59
Methylene Chloride pg/L <0.330 0.330 1.00 07/23/24 13:59
Date: 08/13/2024 09:17 AM Page 11 of 30
Page 95 of 117

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-015
Report No: 24-201-0003
QC Prep: V49993 QC Analytical Batch(es): V49996
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V49993 Matrix: AQU
Associated Lab Samples: 98229, 98230, 98231, 98233, 98234, 98235, 98244
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 07/23/24 13:59
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 07/23/24 13:59
Tetrachloroethene pg/L <0.220 0.220 0.500 07/23/24 13:59
Toluene pg/L <0.220 0.220 0.500 07/23/24 13:59
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 07/23/24 13:59
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 07/23/24 13:59
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 07/23/24 13:59
Trichloroethene pg/L <0.180 0.180 0.500 07/23/24 13:59
Trichlorofluoromethane pg/L <0.180 0.180 0.500 07/23/24 13:59
Vinyl Chloride pg/L <0.170 0.170 0.500 07/23/24 13:59
o-Xylene pg/L <0.210 0.210 0.500 07/23/24 13:59
m,p-Xylene pg/L <0.420 0.420 1.00 07/23/24 13:59
4-Bromofluorobenzene(S) 07/23/24 13:59 100 70-130
Dibromofluoromethane(S) 07/23/24 13:59 92.0 70-130
1,2-Dichloroethane-d4(S) 07/23/24 13:59 91.2 70-130
Toluene-d8(S) 07/23/24 13:59 94.4 70-130
Laboratory Control Sample&LCSD LCS-V49993 LCSD-V49993
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 51.0 48.6 128 122 40-166 4.8 20.0
Benzene pg/L 20.0 21.6 20.7 108 104 77-128 4.2 20.0
tert-Butyl benzene pg/L 20.0 20.3 18.9 102 94.5 70-132 7.1 20.0
Carbon Disulfide pg/L 20.0 19.6 18.8 98.0 94.0 59-135 4.1 20.0
Carbon Tetrachloride pg/L 20.0 20.5 19.3 103 96.5 72-142 6.0 20.0
Chlorobenzene pg/L 20.0 21.0 20.1 105 101 78-119 4.3 20.0
Date: 08/13/2024 09:17 AM Page 12 of 30
Page 96 of 117

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-015
Report No: 24-201-0003
QC Prep: V49993 QC Analytical Batch(es): V49996
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V49993 LCSD-V49993
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 12.0 13.0 60.0 65.0 57-142 8.0 20.0
Chloroform pg/L 20.0 21.2 20.2 106 101 77-130 4.8 20.0
Chloromethane pg/L 20.0 18.6 17.6 93.0 88.0 47-145 5.5 20.0
2-Chlorotoluene pg/L 20.0 21.1 19.5 106 97.5 74-126 7.8 20.0
Cyclohexane pg/L 20.0 18.8 17.9 94.0 89.5 70-130 4.9 20.0
1,2-Dichlorobenzene pg/L 20.0 21.3 19.6 107 98.0 78-128 8.3 20.0
1,3-Dichlorobenzene pg/L 20.0 21.0 19.6 105 98.0 77-125 6.8 20.0
1,4-Dichlorobenzene pg/L 20.0 20.4 19.1 102 95.5 75-126 6.5 20.0
Dichlorodifluoromethane pg/L 20.0 16.4 15.7 82.0 78.5 28-163 4.3 20.0
1,1-Dichloroethane pg/L 20.0 20.8 19.8 104 99.0 70-130 4.9 20.0
1,2-Dichloroethane pg/L 20.0 20.6 20.2 103 101 68-131 1.9 20.0
1,1-Dichloroethene pg/L 20.0 19.5 18.5 97.5 92.5 70-154 5.2 20.0
cis-1,2-Dichloroethene pg/L 20.0 21.2 20.3 106 102 76-141 4.3 20.0
trans-1,2-Dichloroethene pg/L 20.0 20.7 19.5 104 97.5 76-135 5.9 20.0
1,4-Dioxane pg/L 200 280 260 140* 130 70-130 7.4 20.0
Ethylbenzene pg/L 20.0 20.5 19.4 103 97.0 80-127 5.5 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 18.8 17.8 94.0 89.0 70-130 5.4 20.0
2-Hexanone pg/L 20.0 19.7 18.9 98.5 94.5 64-137 4.1 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 63.2 62.4 316* 312* 71-134 1.2 20.0
4-M ethyl-2-Pentanone pg/L 20.0 20.6 20.2 103 101 69-134 1.9 20.0
Methylene Chloride pg/L 20.0 20.7 20.1 104 101 73-131 2.9 20.0
Styrene pg/L 20.0 20.9 19.9 105 99.5 78-129 4.9 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 20.5 19.8 103 99.0 79-134 3.4 20.0
Tetrachloroethene pg/L 20.0 19.8 18.8 99.0 94.0 80-129 5.1 20.0
Toluene pg/L 20.0 21.4 20.5 107 103 76-131 4.2 20.0
1,2,3-Trichlorobenzene pg/L 20.0 23.7 21.9 119 110 58-144 7.8 20.0
*QC Fail Date: 08/13/2024 09:17 AM Page 13 of 30
Page 97 of 117

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-015
Report No: 24-201-0003
QC Prep: V49993 QC Analytical Batch(es): V49996
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V49993 LCSD-V49993
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 22.8 21.1 114 106 66-139 7.7 20.0
1,1,1-Trichloroethane pg/L 20.0 20.3 19.3 102 96.5 75-135 5.0 20.0
Trichloroethene pg/L 20.0 21.3 20.3 107 102 77-133 4.8 20.0
Trichlorofluoromethane pg/L 20.0 15.8 15.2 79.0 76.0 62-148 3.8 20.0
Vinyl Chloride pg/L 20.0 19.0 18.3 95.0 91.5 57-141 3.7 20.0
o-Xylene pg/L 20.0 21.0 19.9 105 99.5 78-128 5.3 20.0
m,p-Xylene pg/L 40.0 43.9 42.0 110 105 77-133 4.4 20.0
4-Bromofluorobenzene(S) 98.8 98.4 70-130
Dibromofluoromethane(S) 90.8 93.2 70-130
1,2-Dichloroethane-d4(S) 92.2 93.8 70-130
Toluene-d8(S) 94.4 94.0 70-130
Date: 08/13/2024 09:17 AM Page 14 of 30
Page 98 of 117

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-015
Report No: 24-201-0003
QC Prep: V50034 QC Analytical Batch(es): V50071
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50034 Matrix:AQU
Associated Lab Samples: 98236, 98237, 98238, 98239, 98240, 98241, 98242, 98245, 98246, 98247
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 07/24/24 17:21
Benzene pg/L <0.180 0.180 0.500 07/24/24 17:21
tert-Butyl benzene pg/L <0.920 0.920 2.00 07/24/24 17:21
Carbon Disulfide pg/L <0.150 0.150 5.00 07/24/24 17:21
Carbon Tetrachloride pg/L <0.180 0.180 0.500 07/24/24 17:21
Chlorobenzene pg/L <0.190 0.190 0.500 07/24/24 17:21
Chloroethane pg/L <0.430 0.430 1.00 07/24/24 17:21
Chloroform pg/L <0.220 0.220 0.500 07/24/24 17:21
Chloromethane pg/L <0.220 0.220 0.500 07/24/24 17:21
2-Chlorotoluene pg/L <0.200 0.200 0.500 07/24/24 17:21
Cyclohexane pg/L <0.170 0.170 1.00 07/24/24 17:21
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 07/24/24 17:21
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 07/24/24 17:21
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 07/24/24 17:21
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 07/24/24 17:21
1,1-Dichloroethane pg/L <0.240 0.240 0.500 07/24/24 17:21
1,2-Dichloroethane pg/L <0.150 0.150 0.500 07/24/24 17:21
1,1-Dichloroethene pg/L <0.150 0.150 0.500 07/24/24 17:21
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/24/24 17:21
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 07/24/24 17:21
1,4-Dioxane pg/L <16.0 16.0 150 07/24/24 17:21
Ethylbenzene pg/L <0.170 0.170 0.500 07/24/24 17:21
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 07/24/24 17:21
2-Hexanone pg/L <0.380 0.380 5.00 07/24/24 17:21
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 07/24/24 17:21
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 07/24/24 17:21
Methylene Chloride pg/L <0.330 0.330 1.00 07/24/24 17:21
Date: 08/13/2024 09:17 AM Page 15 of 30
Page 99 of 117

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-015
Report No: 24-201-0003
QC Prep: V50034 QC Analytical Batch(es): V50071
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50034 Matrix:AQU
Associated Lab Samples: 98236, 98237, 98238, 98239, 98240, 98241, 98242, 98245, 98246, 98247
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 07/24/24 17:21
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 07/24/24 17:21
Tetrachloroethene pg/L <0.220 0.220 0.500 07/24/24 17:21
Toluene pg/L <0.220 0.220 0.500 07/24/24 17:21
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 07/24/24 17:21
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 07/24/24 17:21
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 07/24/24 17:21
Trichloroethene pg/L <0.180 0.180 0.500 07/24/24 17:21
Trichlorofluoromethane pg/L <0.180 0.180 0.500 07/24/24 17:21
Vinyl Chloride pg/L <0.170 0.170 0.500 07/24/24 17:21
o-Xylene pg/L <0.210 0.210 0.500 07/24/24 17:21
m,p-Xylene pg/L <0.420 0.420 1.00 07/24/24 17:21
4-Bromofluorobenzene(S) 07/24/24 17:21 101 70-130
Dibromofluoromethane(S) 07/24/24 17:21 105 70-130
1,2-Dichloroethane-d4(S) 07/24/24 17:21 96.6 70-130
Toluene-d8(S) 07/24/24 17:21 101 70-130
Laboratory Control Sample&LCSD LCS-V50034 LCSD-V50034
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 56.2 58.8 141 147 40-166 4.5 20.0
Benzene pg/L 20.0 20.6 19.9 103 99.5 77-128 3.4 20.0
tert-Butyl benzene pg/L 20.0 20.2 19.4 101 97.0 70-132 4.0 20.0
Carbon Disulfide pg/L 20.0 19.5 18.6 97.5 93.0 59-135 4.7 20.0
Carbon Tetrachloride pg/L 20.0 18.4 18.0 92.0 90.0 72-142 2.1 20.0
Chlorobenzene pg/L 20.0 19.8 19.5 99.0 97.5 78-119 1.5 20.0
Date: 08/13/2024 09:17 AM Page 16 of 30
Page 100 of 117

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-015
Report No: 24-201-0003
QC Prep: V50034 QC Analytical Batch(es): V50071
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V50034 LCSD-V50034
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 12.5 12.4 62.5 62.0 57-142 0.8 20.0
Chloroform pg/L 20.0 19.4 18.6 97.0 93.0 77-130 4.2 20.0
Chloromethane pg/L 20.0 20.1 19.6 101 98.0 47-145 2.5 20.0
2-Chlorotoluene pg/L 20.0 20.6 20.0 103 100 74-126 2.9 20.0
Cyclohexane pg/L 20.0 21.1 20.0 106 100 70-130 5.3 20.0
1,2-Dichlorobenzene pg/L 20.0 20.0 19.6 100 98.0 78-128 2.0 20.0
1,3-Dichlorobenzene pg/L 20.0 19.8 19.4 99.0 97.0 77-125 2.0 20.0
1,4-Dichlorobenzene pg/L 20.0 19.4 19.0 97.0 95.0 75-126 2.0 20.0
Dichlorodifluoromethane pg/L 20.0 17.6 17.1 88.0 85.5 28-163 2.8 20.0
1,1-Dichloroethane pg/L 20.0 20.4 20.3 102 102 70-130 0.4 20.0
1,2-Dichloroethane pg/L 20.0 18.7 18.8 93.5 94.0 68-131 0.5 20.0
1,1-Dichloroethene pg/L 20.0 20.6 19.8 103 99.0 70-154 3.9 20.0
cis-1,2-Dichloroethene pg/L 20.0 20.3 19.9 102 99.5 76-141 1.9 20.0
trans-1,2-Dichloroethene pg/L 20.0 20.7 20.1 104 101 76-135 2.9 20.0
1,4-Dioxane pg/L 200 188 193 94.0 96.5 70-130 2.6 20.0
Ethylbenzene pg/L 20.0 19.7 19.3 98.5 96.5 80-127 2.0 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 20.1 19.2 101 96.0 70-130 4.5 20.0
2-Hexanone pg/L 20.0 17.5 18.5 87.5 92.5 64-137 5.5 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 20.9 20.9 105 105 71-134 0.0 20.0
4-M ethyl-2-Pentanone pg/L 20.0 17.7 18.2 88.5 91.0 69-134 2.7 20.0
Methylene Chloride pg/L 20.0 20.4 20.4 102 102 73-131 0.0 20.0
Styrene pg/L 20.0 19.1 19.0 95.5 95.0 78-129 0.5 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 19.3 18.4 96.5 92.0 79-134 4.7 20.0
Tetrachloroethene pg/L 20.0 19.7 18.8 98.5 94.0 80-129 4.6 20.0
Toluene pg/L 20.0 19.9 19.7 99.5 98.5 76-131 1.0 20.0
1,2,3-Trichlorobenzene pg/L 20.0 22.8 20.8 114 104 58-144 9.1 20.0
Date: 08/13/2024 09:17 AM Page 17 of 30
Page 101 of 117

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-015
Report No: 24-201-0003
QC Prep: V50034 QC Analytical Batch(es): V50071
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V50034 LCSD-V50034
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 21.3 20.5 107 103 66-139 3.8 20.0
1,1,1-Trichloroethane pg/L 20.0 18.9 18.3 94.5 91.5 75-135 3.2 20.0
Trichloroethene pg/L 20.0 20.5 19.7 103 98.5 77-133 3.9 20.0
Trichlorofluoromethane pg/L 20.0 16.9 15.2 84.5 76.0 62-148 10.5 20.0
Vinyl Chloride pg/L 20.0 20.9 20.0 105 100 57-141 4.4 20.0
o-Xylene pg/L 20.0 20.0 19.7 100 98.5 78-128 1.5 20.0
m,p-Xylene pg/L 40.0 40.6 39.6 102 99.0 77-133 2.4 20.0
4-Bromofluorobenzene(S) 102 99.6 70-130
Dibromofluoromethane(S) 104 105 70-130
1,2-Dichloroethane-d4(S) 99.4 101 70-130
Toluene-d8(S) 102 101 70-130
Date: 08/13/2024 09:17 AM Page 18 of 30
Page 102 of 117

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-015
Report No: 24-201-0003
QC Prep: V50072 QC Analytical Batch(es): V50191
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50072 Matrix: AQU
Associated Lab Samples: 98232
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 07/25/24 13:59
Benzene pg/L <0.180 0.180 0.500 07/25/24 13:59
tert-Butyl benzene pg/L <0.920 0.920 2.00 07/25/24 13:59
Carbon Disulfide pg/L <0.150 0.150 5.00 07/25/24 13:59
Carbon Tetrachloride pg/L <0.180 0.180 0.500 07/25/24 13:59
Chlorobenzene pg/L <0.190 0.190 0.500 07/25/24 13:59
Chloroethane pg/L <0.430 0.430 1.00 07/25/24 13:59
Chloroform pg/L <0.220 0.220 0.500 07/25/24 13:59
Chloromethane pg/L <0.220 0.220 0.500 07/25/24 13:59
2-Chlorotoluene pg/L <0.200 0.200 0.500 07/25/24 13:59
Cyclohexane pg/L <0.170 0.170 1.00 07/25/24 13:59
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 07/25/24 13:59
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 07/25/24 13:59
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 07/25/24 13:59
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 07/25/24 13:59
1,1-Dichloroethane pg/L <0.240 0.240 0.500 07/25/24 13:59
1,2-Dichloroethane pg/L <0.150 0.150 0.500 07/25/24 13:59
1,1-Dichloroethene pg/L <0.150 0.150 0.500 07/25/24 13:59
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/25/24 13:59
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 07/25/24 13:59
1,4-Dioxane pg/L <16.0 16.0 150 07/25/24 13:59
Ethylbenzene pg/L <0.170 0.170 0.500 07/25/24 13:59
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 07/25/24 13:59
2-Hexanone pg/L <0.380 0.380 5.00 07/25/24 13:59
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 07/25/24 13:59
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 07/25/24 13:59
Methylene Chloride pg/L <0.330 0.330 1.00 07/25/24 13:59
Date: 08/13/2024 09:17 AM Page 19 of 30
Page 103 of 117

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-015
Report No: 24-201-0003
QC Prep: V50072 QC Analytical Batch(es): V50191
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50072 Matrix: AQU
Associated Lab Samples: 98232
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 07/25/24 13:59
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 07/25/24 13:59
Tetrachloroethene pg/L <0.220 0.220 0.500 07/25/24 13:59
Toluene pg/L <0.220 0.220 0.500 07/25/24 13:59
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 07/25/24 13:59
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 07/25/24 13:59
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 07/25/24 13:59
Trichloroethene pg/L <0.180 0.180 0.500 07/25/24 13:59
Trichlorofluoromethane pg/L <0.180 0.180 0.500 07/25/24 13:59
Vinyl Chloride pg/L <0.170 0.170 0.500 07/25/24 13:59
o-Xylene pg/L <0.210 0.210 0.500 07/25/24 13:59
m,p-Xylene pg/L <0.420 0.420 1.00 07/25/24 13:59
4-Bromofl uorobenzene(S) 07/25/24 13:59 95.6 70-130
Dibromofluoromethane(S) 07/25/24 13:59 99.2 70-130
1,2-Dichloroethane-d4(S) 07/25/24 13:59 97.2 70-130
Toluene-d8(S) 07/25/24 13:59 98.8 70-130
Laboratory Control Sample&LCSD LCS-V50072 LCSD-V50072
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Acetone pg/L 40.0 33.2 34.7 83.0 86.7 40-166 4.4 20.0
Benzene pg/L 20.0 18.2 17.9 91.0 89.5 77-128 1.6 20.0
tert-Butyl benzene pg/L 20.0 18.6 18.5 93.0 92.5 70-132 0.5 20.0
Carbon Disulfide pg/L 20.0 17.4 17.1 87.0 85.5 59-135 1.7 20.0
Carbon Tetrachloride pg/L 20.0 18.7 17.4 93.5 87.0 72-142 7.2 20.0
Chlorobenzene pg/L 20.0 18.9 18.5 94.5 92.5 78-119 2.1 20.0
Date: 08/13/2024 09:17 AM Page 20 of 30
Page 104 of 117

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-015
Report No: 24-201-0003
QC Prep: V50072 QC Analytical Batch(es): V50191
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V50072 LCSD-V50072
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 19.8 18.4 99.0 92.0 57-142 7.3 20.0
Chloroform pg/L 20.0 18.6 18.3 93.0 91.5 77-130 1.6 20.0
Chloromethane pg/L 20.0 16.7 15.9 83.5 79.5 47-145 4.9 20.0
2-Chlorotoluene pg/L 20.0 18.5 18.0 92.5 90.0 74-126 2.7 20.0
Cyclohexane pg/L 20.0 18.0 16.6 90.0 83.0 70-130 8.0 20.0
1,2-Dichlorobenzene pg/L 20.0 19.2 18.7 96.0 93.5 78-128 2.6 20.0
1,3-Dichlorobenzene pg/L 20.0 18.4 18.0 92.0 90.0 77-125 2.1 20.0
1,4-Dichlorobenzene pg/L 20.0 18.7 18.3 93.5 91.5 75-126 2.1 20.0
Dichlorodifluoromethane pg/L 20.0 16.3 15.7 81.5 78.5 28-163 3.7 20.0
1,1-Dichloroethane pg/L 20.0 18.8 18.0 94.0 90.0 70-130 4.3 20.0
1,2-Dichloroethane pg/L 20.0 16.9 16.8 84.5 84.0 68-131 0.5 20.0
1,1-Dichloroethene pg/L 20.0 18.6 17.5 93.0 87.5 70-154 6.0 20.0
cis-1,2-Dichloroethene pg/L 20.0 18.8 18.4 94.0 92.0 76-141 2.1 20.0
trans-1,2-Dichloroethene pg/L 20.0 18.2 17.2 91.0 86.0 76-135 5.6 20.0
1,4-Dioxane pg/L 200 221 227 111 114 70-130 2.6 20.0
Ethylbenzene pg/L 20.0 18.7 18.6 93.5 93.0 80-127 0.5 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 18.5 17.4 92.5 87.0 70-130 6.1 20.0
2-Hexanone pg/L 20.0 17.6 17.6 88.0 88.0 64-137 0.0 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 15.7 15.3 78.5 76.5 71-134 2.5 20.0
4-M ethyl-2-Pentanone pg/L 20.0 14.9 14.6 74.5 73.0 69-134 2.0 20.0
Methylene Chloride pg/L 20.0 18.1 17.6 90.5 88.0 73-131 2.8 20.0
Styrene pg/L 20.0 19.7 19.5 98.5 97.5 78-129 1.0 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 17.8 17.9 89.0 89.5 79-134 0.5 20.0
Tetrachloroethene pg/L 20.0 18.6 18.2 93.0 91.0 80-129 2.1 20.0
Toluene pg/L 20.0 18.5 18.1 92.5 90.5 76-131 2.1 20.0
1,2,3-Trichlorobenzene pg/L 20.0 19.7 18.8 98.5 94.0 58-144 4.6 20.0
Date: 08/13/2024 09:17 AM Page 21 of 30
Page 105 of 117

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-015
Report No: 24-201-0003
QC Prep: V50072 QC Analytical Batch(es): V50191
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V50072 LCSD-V50072
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 18.6 19.0 93.0 95.0 66-139 2.1 20.0
1,1,1-Trichloroethane pg/L 20.0 17.7 16.8 88.5 84.0 75-135 5.2 20.0
Trichloroethene pg/L 20.0 18.7 18.8 93.5 94.0 77-133 0.5 20.0
Trichlorofluoromethane pg/L 20.0 16.9 16.1 84.5 80.5 62-148 4.8 20.0
Vinyl Chloride pg/L 20.0 18.7 18.2 93.5 91.0 57-141 2.7 20.0
o-Xylene pg/L 20.0 18.8 18.8 94.0 94.0 78-128 0.0 20.0
m,p-Xylene pg/L 40.0 38.7 37.6 96.7 94.0 77-133 2.8 20.0
4-Bromofluorobenzene(S) 96.2 97.0 70-130
Dibromofluoromethane(S) 97.6 98.0 70-130
1,2-Dichloroethane-d4(S) 97.0 95.8 70-130
Toluene-d8(S) 99.4 99.2 70-130
Date: 08/13/2024 09:17 AM Page 22 of 30
Page 106 of 117

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-015
Report No: 24-201-0003
QC Prep: V50374 QC Analytical Batch(es): V50383
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50374 Matrix: AQU
Associated Lab Samples: 98236
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Tetrachloroethene pg/L <0.220 0.220 0.500 07/31/24 18:09
4-Bromofluorobenzene(S) 07/31/24 18:09 97.6 70-130
Dibromofluoromethane(S) 07/31/24 18:09 92.4 70-130
1,2-Dichloroethane-d4(S) 07/31/24 18:09 88.0 70-130
Toluene-d8(S) 07/31/24 18:09 90.8 70-130
Laboratory Control Sample&LCSD LCS-V50374 LCSD-V50374
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Tetrachloroethene pg/L 20.0 18.5 18.1 92.5 90.5 80-129 2.1 20.0
4-Bromofluorobenzene(S) 97.4 97.4 70-130
Dibromofluoromethane(S) 92.2 91.2 70-130
1,2-Dichloroethane-d4(S) 89.8 89.2 70-130
Toluene-d8(S) 90.6 91.0 70-130
Date: 08/13/2024 09:17 AM Page 23 of 30
Page 107 of 117

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-015
Report No: 24-201-0003
QC Prep: V50641 QC Analytical Batch(es): V50643
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50641 Matrix: AQU
Associated Lab Samples: 98239, 98240, 98241, 98242
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/24/24 17:21
Tetrachloroethene pg/L <0.220 0.220 0.500 07/24/24 17:21
Trichloroethene pg/L <0.180 0.180 0.500 07/24/24 17:21
4-Bromofluorobenzene(S) 07/24/24 17:21 101 70-130
Dibromofluoromethane(S) 07/24/24 17:21 105 70-130
1,2-Dichloroethane-d4(S) 07/24/24 17:21 96.6 70-130
Toluene-d8(S) 07/24/24 17:21 101 70-130
Laboratory Control Sample&LCSD LCS-V50641 LCSD-V50641
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits RPD Max
RPD
cis-1,2-Dichloroethene pg/L 20.0 20.3 19.9 102 99.5 76-141 1.9 20.0
Tetrachloroethene pg/L 20.0 19.7 18.8 98.5 94.0 80-129 4.6 20.0
Trichloroethene pg/L 20.0 20.5 19.7 103 98.5 77-133 3.9 20.0
4-Bromofluorobenzene(S) 102 99.6 70-130
Dibromofluoromethane(S) 104 105 70-130
1,2-Dichloroethane-d4(S) 99.4 101 70-130
Toluene-d8(S) 102 101 70-130
Date: 08/13/2024 09:17 AM Page 24 of 30
Page 108 of 117

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-015
Report No: 24-201-0003
QC Prep: V50644 QC Analytical Batch(es): V50665
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50644 Matrix: AQU
Associated Lab Samples: 98237
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Tetrachloroethene pg/L <0.220 0.220 0.500 07/24/24 17:21
4-Bromofluorobenzene(S) 07/24/24 17:21 101 70-130
Dibromofluoromethane(S) 07/24/24 17:21 105 70-130
1,2-Dichloroethane-d4(S) 07/24/24 17:21 96.6 70-130
Toluene-d8(S) 07/24/24 17:21 101 70-130
Laboratory Control Sample&LCSD LCS-V50644 LCSD-V50644
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Tetrachloroethene pg/L 20.0 19.7 18.8 98.5 94.0 80-129 4.6 20.0
4-Bromofluorobenzene(S) 102 99.6 70-130
Dibromofluoromethane(S) 104 105 70-130
1,2-Dichloroethane-d4(S) 99.4 101 70-130
Toluene-d8(S) 102 101 70-130
Date: 08/13/2024 09:17 AM Page 25 of 30
Page 109 of 117

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-015
Report No: 24-201-0003
QC Prep: V50703 QC Analytical Batch(es): V50705
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V50703 Matrix: AQU
Associated Lab Samples: 98239
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 07/24/24 17:21
4-Bromofluorobenzene(S) 07/24/24 17:21 101 70-130
Dibromofluoromethane(S) 07/24/24 17:21 105 70-130
1,2-Dichloroethane-d4(S) 07/24/24 17:21 96.6 70-130
Toluene-d8(S) 07/24/24 17:21 101 70-130
Laboratory Control Sample&LCSD LCS-V50703 LCSD-V50703
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
cis-1,2-Dichloroethene pg/L 20.0 20.3 19.9 102 99.5 76-141 1.9 20.0
4-Bromofluorobenzene(S) 102 99.6 70-130
Dibromofluoromethane(S) 104 105 70-130
1,2-Dichloroethane-d4(S) 99.4 101 70-130
Toluene-d8(S) 102 101 70-130
Date: 08/13/2024 09:17 AM Page 26 of 30
Page 110 of 117

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-015
Report No: 24-201-0003
QC Prep: V50040 QC Analytical Batch(es): V50065
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS(TCLP)
Lab Reagent Blank LRB-V50040 Matrix: TCL
Associated Lab Samples: 98243
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
TCLP Benzene mg/L <0.0001 0.0001 0.0005 07/24/24 17:21
TCLP Carbon Tetrachloride mg/L <0.0005 0.0005 0.0020 07/24/24 17:21
TCLP Chlorobenzene mg/L <0.0003 0.0003 0.0005 07/24/24 17:21
TCLP Chloroform mg/L <0.0004 0.0004 0.0005 07/24/24 17:21
TCLP 1,4-Dichlorobenzene mg/L <0.0004 0.0004 0.0005 07/24/24 17:21
TCLP 1,2-Dichloroethane mg/L <0.0004 0.0004 0.0005 07/24/24 17:21
TCLP 1,1-Dichloroethene mg/L <0.0003 0.0003 0.0005 07/24/24 17:21
TCLP Methyl Ethyl Ketone(MEK) mg/L <0.0007 0.0007 0.0050 07/24/24 17:21
TCLP Vinyl Chloride mg/L <0.0004 0.0004 0.0005 07/24/24 17:21
4-Bromofluorobenzene(S) 07/24/24 17:21 101 80-124
Dibromofluoromethane(S) 07/24/24 17:21 105 75-129
Toluene-d8(S) 07/24/24 17:21 101 77-123
Laboratory Control Sample&LCSD LCS-V50040 LCSD-V50040
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 0.0206 0.0199 103 99.5 77-128 3.4 20
TCLP Carbon Tetrachloride mg/L 0.0200 0.0184 0.0180 92.0 90.0 72-142 2.1 20
TCLP Chlorobenzene mg/L 0.0200 0.0198 0.0195 99.0 97.5 78-119 1.5 20
TCLP Chloroform mg/L 0.0200 0.0194 0.0186 97.0 93.0 80-120 4.2 20
TCLP 1,4-Dichlorobenzene mg/L 0.0200 0.0194 0.0190 97.0 95.0 75-126 2.0 20
TCLP 1,2-Dichloroethane mg/L 0.0200 0.0187 0.0188 93.5 94.0 70-130 0.5 20
TCLP 1,1-Dichloroethene mg/L 0.0200 0.0206 0.0198 103 99.0 70-154 3.9 20
TCLP Methyl Ethyl Ketone(MEK) mg/L 0.0200 0.0209 0.0209 105 105 71-134 0.0 20
TCLP Vinyl Chloride mg/L 0.0200 0.0209 0.0200 105 100 57-141 4.4 20
4-Bromofluorobenzene(S) 102 99.6 80-124
Date: 08/13/2024 09:17 AM Page 27 of 30
Page 111 of 117

• 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-015
Report No: 24-201-0003
QC Prep: V50040 QC Analytical Batch(es): V50065
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS(TCLP)
Laboratory Control Sample&LCSD LCS-V50040 LCSD-V50040
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD
Dibromofluoromethane(S) 104 105 75-129
Toluene-d8(S) 102 101 77-123
Date: 08/13/2024 09:17 AM Page 28 of 30
Page 112 of 117

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-015
Report No: 24-201-0003
QC Prep: V50414 QC Analytical Batch(es): V50416
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS(TCLP)
Lab Reagent Blank LRB-V50414 Matrix: TCL
Associated Lab Samples: 98243
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
TCLP Tetrachloroethene mg/L <0.0003 0.0003 0.0005 07/24/24 17:21
TCLP Trichloroethene mg/L <0.0004 0.0004 0.0005 07/24/24 17:21
4-Bromofluorobenzene(S) 07/24/24 17:21 101 80-124
Dibromofluoromethane(S) 07/24/24 17:21 105 75-129
Toluene-d8(S) 07/24/24 17:21 101 77-123
Laboratory Control Sample&LCSD LCS-V50414 LCSD-V50414
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
TCLP Tetrachloroethene mg/L 0.0200 0.0197 0.0188 98.5 94.0 80-129 4.6 20
TCLP Trichloroethene mg/L 0.0200 0.0205 0.0197 103 98.5 70-125 3.9 20
4-Bromofluorobenzene(S) 102 99.6 80-124
Dibromofluoromethane(S) 104 105 75-129
Toluene-d8(S) 102 101 77-123
Date: 08/13/2024 09:17 AM Page 29 of 30
Page 113 of 117

• 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-015
Report No: 24-201-0003
QC Prep: V49893 QC Analytical Batch(es): V49894
QC Prep Batch Method: RSK-175(Prep) Analysis Method: RSK-175
Analysis Description: RSK-175
Lab Reagent Blank LRB-V49893 Matrix:AQU
Associated Lab Samples: 98230, 98235, 98236, 98237, 98238, 98239, 98240, 98241, 98245, 98246, 98247
Blank MDL MQL Analyzed
Parameter Units Result
Ethane pg/L <2.67 2.67 10.0 07/22/2410:34
Ethene pg/L <2.28 2.28 10.0 07/22/2410:34
Methane pg/L <2.51 2.51 10.0 07/22/2410:34
Laboratory Control Sample LCS-V49893
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Ethane pg/L 293 319 109 85-115
Ethene pg/L 273 297 109 85-115
Methane pg/L 156 174 112 85-115
Duplicate V 98230-DUP-V49893
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Ethane pg/L < 10.0 <10.0 0.0 20.0 07/22/24 15:45
Ethene pg/L < 10.0 <10.0 0.0 20.0 07/22/24 15:45
Methane pg/L < 10.0 <10.0 0.0 20.0 07/22/24 15:45
Date: 08/13/2024 09:17 AM Page 30 of 30
Page 114 of 117

(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: 24-201-0003
Shipping Method
0 Fed Ex 0 US Postal U Lab 0 Other :
0 UPS 0 Client 0 Courier Thermometer ID: IRT15 3.7C
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 0 Not Present
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: 07/19/2024 08:51:43
Page 115 of 117

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Page 117 of 117

Matt Bramblett
From: Matt Westendorf
Sent: Friday, July 19, 2024 11:02 AM
To: Angela Overcash; Matt Bramblett
Subject: Re: MOH-015 24-201-0003
Yes.There was a 3rd COC which should've had that sample by itself.
. Matt Westendorf, Environmental Project
Technician
Hart& Hickman, PC
. 2923 S Tryon Street, Suite 100 • Charlotte, NC 28203
Office: 704-586-0007 • Mobile: [phone]
www.harthickman.com
CIRCLE OF PSMJ 2023 Circle of Excellence Firm
RXCRLLENCi
2023-WINNER
From:Angela Overcash <[e-mail]>
Sent: Friday,July 19, 2024 10:33:55 AM
To: Matt Bramblett<[e-mail]>
Cc: Matt Westendorf<[e-mail]>
Subject: MOH-015 24-201-0003
Hi Matt, We received and extra sample not listed on the COC. The sample was MW-4D. Do you want this sample
analyzed?
Thank you,
Angela D. Overcash
Senior Project Manager
Waypoint Analytical, LLC
P. 0. Box 240543
449 Springbrook Rd.
Charlotte, NC 28217
Phone: [phone]
Cell: 704-579-1287
aovercash(s�iwaypointanalytical.com
www.waypointanalytical.com
Way point
ANALYTICAL
1

Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
9/18/2024
Hart& Hickman (Charlotte)
Matt Bramblett
2923 South Tryon St. Ste 100
Charlotte, NC, 28203
Ref: Analytical Testing
Lab Report Number: 24-256-0004
Client Project Description: MOH.015
Cherryville, NC
Dear Matt Bramblett:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/12/2024 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 13

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 07/31/2025
North Carolina State Program 402 12/31/2024
South Carolina State Program 99012 07/31/2025
South Carolina State Program 99012 12/31/2024
Page 1 of 1 00016/24-256-0004
Page 2 of 13

• '
Waypo'nt 449 Springbrook Rd, Charlotte, 28217
Main 704.5 28229.63
64
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 24-256-0004
Client Project Description: MOH.015
Cherryville, NC
Lab No Client Sample ID Matrix Date Collected Date Received
91492 MW-2D Aqueous 09/11/2024 12:30 09/12/2024 08:11
Page 3 of 13

Waypoint Q) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: MOH.015
Report Number: 24-256-0004
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-21D V 91492
8260D Tetrachloroethene 0.673 pq/L 0.220 09/12/2024 21:43
8260D Toluene 0.741 Ng/L 0.220 09/12/2024 21:43
8260D Trichlorofluoromethane 0.709 pq/L 0.180 09/12/2024 21:43
Page 4 of 13

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH.015
Matt Bramblett Report Date : 09/18/2024
2923 South Tryon St.Ste 100 Information : Received : 09/12/2024
Charlotte, NC 28203
Report Number :24-256-0004 REPOR T OF A NA L YSIS
Lab No : 91492 Matrix: Aqueous
Sample ID : MW-2D Sampled: 9/11/2024 12:30
Analytical Method: 8260D Prep Batch(es): V51981 09/12/24 16:50
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 09/12/24 21:43 TJW V51986
Benzene <0.180 pg/L 0.180 0.500 1 09/12/24 21:43 TJW V51986
tert-Butyl benzene <0.920 N9/L 0.920 2.00 1 09/12/24 21:43 TJW V51986
Carbon Disulfide <0.150 pg/L 0.150 5.00 1 09/12/24 21:43 TJW V51986
Carbon Tetrachloride <0.180 N9/L 0.180 0.500 1 09/12/24 21:43 TJW V51986
Chlorobenzene <0.190 pg/L 0.190 0.500 1 09/12/24 21:43 TJW V51986
Chloroethane <0.430 N9/L 0.430 1.00 1 09/12/24 21:43 TJW V51986
Chloroform <0.220 pg/L 0.220 0.500 1 09/12/24 21:43 TJW V51986
Chloromethane <0.220 N9/L 0.220 0.500 1 09/12/24 21:43 TJW V51986
2-Chlorotoluene <0.200 pg/L 0.200 0.500 1 09/12/24 21:43 TJW V51986
Cyclohexane <0.170 N9/L 0.170 1.00 1 09/12/24 21:43 TJW V51986
1,2-Dichlorobenzene <0.220 pg/L 0.220 0.500 1 09/12/24 21:43 TJW V51986
1,3-Dichlorobenzene <0.190 N9/L 0.190 0.500 1 09/12/24 21:43 TJW V51986
1,4-Dichlorobenzene <0.210 pg/L 0.210 0.500 1 09/12/24 21:43 TJW V51986
Dichlorodifluoromethane <1.20 N9/L 1.20 5.00 1 09/12/24 21:43 TJW V51986
1,1-Dichloroethane <0.240 pg/L 0.240 0.500 1 09/12/24 21:43 TJW V51986
1,2-Dichloroethane <0.150 N9/L 0.150 0.500 1 09/12/24 21:43 TJW V51986
1,1-Dichloroethene <0.150 u9/L 0.150 0.500 1 09/12/24 21:43 TJW V51986
cis-1,2-Dich loroethene <0.200 N9/L 0.200 0.500 1 09/12/24 21:43 TJW V51986
trans-1,2-Dichloroethene <0.180 u9/L 0.180 0.500 1 09/12/24 21:43 TJW V51986
1,4-Dioxane <16.0 N9/L 16.0 150 1 09/12/24 21:43 TJW V51986
Ethyl Acetate <200 u9/L 200 200 1 09/12/24 21:43 TJW V52100
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 5 of 13

�n
W�ypOI■ ■�.0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH.015
Matt Bramblett Report Date : 09/18/2024
2923 South Tryon St.Ste 100 Information : Received : 09/12/2024
Charlotte, NC 28203
Report Number :24-256-0004 REPOR T OF A NA L YSIS
Lab No : 91492 Matrix: Aqueous
Sample ID : MW-2D Sampled: 9/11/2024 12:30
Analytical Method: 8260D Prep Batch(es): V51981 09/12/24 16:50
Prep Method: 5030E
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Batch
Ethylbenzene <0.170 Ng/L 0.170 0.500 1 09/12/24 21:43 TJW V51986
1,1,2-Trichloro-1,2,2-trifluoroethane <0.200 pg/L 0.200 5.00 1 09/12/24 21:43 TJW V51986
2-Hexanone <0.380 N9/L 0.380 5.00 1 09/12/24 21:43 TJW V51986
Methyl Ethyl Ketone(MEK) <0.710 pg/L 0.710 5.00 1 09/12/24 21:43 TJW V51986
4-Methyl-2-Pentanone <1.00 N9/L 1.00 5.00 1 09/12/24 21:43 TJW V51986
Methylene Chloride <0.330 pg/L 0.330 1.00 1 09/12/24 21:43 TJW V51986
Styrene <0.220 N9/L 0.220 0.500 1 09/12/24 21:43 TJW V51986
1,1,1,2-Tetrachloroethane <0.160 pg/L 0.160 0.500 1 09/12/24 21:43 TJW V51986
Tetrachloroethene 0.673 N9/L 0.220 0.500 1 09/12/24 21:43 TJW V51986
Toluene 0.741 p9/L 0.220 0.500 1 09/12/24 21:43 TJW V51986
1,2,3-Trichlorobenzene <0.380 N9/L 0.380 2.00 1 09/12/24 21:43 TJW V51986
1,2,4-Trichlorobenzene <0.310 pg/L 0.310 1.00 1 09/12/24 21:43 TJW V51986
1,1,1-Trichloroethane <0.160 N9/L 0.160 0.500 1 09/12/24 21:43 TJW V51986
Trichloroethene <0.180 pg/L 0.180 0.500 1 09/12/24 21:43 TJW V51986
Trichlorofluoromethane 0.709 N9/L 0.180 0.500 1 09/12/24 21:43 TJW V51986
Vinyl Chloride <0.170 pg/L 0.170 0.500 1 09/12/24 21:43 TJW V51986
o-Xylene <0.210 N9/L 0.210 0.500 1 09/12/24 21:43 TJW V51986
m,p-Xylene <0.420 pg/L 0.420 1.00 1 09/12/24 21:43 TJW V51986
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 6 of 13

•
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01102
Hart&Hickman(Charlotte) Project MOH.015
Matt Bramblett Report Date : 09/18/2024
2923 South Tryon St.Ste 100 Information : Received : 09/12/2024
Charlotte, NC 28203
Report Number :24-256-0004 REPOR T OF A NA L YSIS
Lab No : 91492 Matrix: Aqueous
Sample ID : MW-2D Sampled: 9/11/2024 12:30
Analytical Method: 8260D Prep Batch(es): V51981 09/12/24 16:50
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 09/12/24 21:43 KCC V51986
Surrogate: 4-Bromofluorobenzene 91.8 Limits: 70-130% 1 09/12/24 21:43 TJW V51986
Surrogate: Dibromofluoromethane 94.2 Limits: 70-130% 1 09/12/24 21:43 TJW V51986
Surrogate: 1,2-Dichloroethane-d4 86.4 Limits: 70-130% 1 09/12/24 21:43 TJW V51986
Surrogate: Toluene-d8 99.8 Limits: 70-130% 1 09/12/24 21:43 TJW V51986
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 7 of 13

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.015
Report No: 24-256-0004
QC Prep: V51981 QC Analytical Batch(es): V51986
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V51981 Matrix: AQU
Associated Lab Samples: 91492
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone pg/L <1.80 1.80 5.00 09/12/24 19:17
Benzene pg/L <0.180 0.180 0.500 09/12/24 19:17
tert-Butyl benzene pg/L <0.920 0.920 2.00 09/12/24 19:17
Carbon Disulfide pg/L <0.150 0.150 5.00 09/12/24 19:17
Carbon Tetrachloride pg/L <0.180 0.180 0.500 09/12/24 19:17
Chlorobenzene pg/L <0.190 0.190 0.500 09/12/24 19:17
Chloroethane pg/L <0.430 0.430 1.00 09/12/24 19:17
Chloroform pg/L <0.220 0.220 0.500 09/12/24 19:17
Chloromethane pg/L <0.220 0.220 0.500 09/12/24 19:17
2-Chlorotoluene pg/L <0.200 0.200 0.500 09/12/24 19:17
Cyclohexane pg/L <0.170 0.170 1.00 09/12/24 19:17
1,2-Dichlorobenzene pg/L <0.220 0.220 0.500 09/12/24 19:17
1,3-Dichlorobenzene pg/L <0.190 0.190 0.500 09/12/24 19:17
1,4-Dichlorobenzene pg/L <0.210 0.210 0.500 09/12/24 19:17
Dichlorodifluoromethane pg/L <1.20 1.20 5.00 09/12/24 19:17
1,1-Dichloroethane pg/L <0.240 0.240 0.500 09/12/24 19:17
1,2-Dichloroethane pg/L <0.150 0.150 0.500 09/12/24 19:17
1,1-Dichloroethene pg/L <0.150 0.150 0.500 09/12/24 19:17
cis-1,2-Dichloroethene pg/L <0.200 0.200 0.500 09/12/24 19:17
trans-1,2-Dichloroethene pg/L <0.180 0.180 0.500 09/12/24 19:17
1,4-Dioxane pg/L <16.0 16.0 150 09/12/24 19:17
Ethylbenzene pg/L <0.170 0.170 0.500 09/12/24 19:17
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L <0.200 0.200 5.00 09/12/24 19:17
2-Hexanone pg/L <0.380 0.380 5.00 09/12/24 19:17
Methyl Ethyl Ketone(MEK) pg/L <0.710 0.710 5.00 09/12/24 19:17
4-M ethyl-2-Pentanone pg/L <1.00 1.00 5.00 09/12/24 19:17
Methylene Chloride pg/L <0.330 0.330 1.00 09/12/24 19:17
Date: 09/18/2024 09:54 PM Page 1 of 4
Page 8 of 13

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.015
Report No: 24-256-0004
QC Prep: V51981 QC Analytical Batch(es): V51986
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Lab Reagent Blank LRB-V51981 Matrix: AQU
Associated Lab Samples: 91492
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Styrene pg/L <0.220 0.220 0.500 09/12/24 19:17
1,1,1,2-Tetrachloroethane pg/L <0.160 0.160 0.500 09/12/24 19:17
Tetrachloroethene pg/L <0.220 0.220 0.500 09/12/24 19:17
Toluene pg/L <0.220 0.220 0.500 09/12/24 19:17
1,2,3-Trichlorobenzene pg/L <0.380 0.380 2.00 09/12/24 19:17
1,2,4-Trichlorobenzene pg/L <0.310 0.310 1.00 09/12/24 19:17
1,1,1-Trichloroethane pg/L <0.160 0.160 0.500 09/12/24 19:17
Trichloroethene pg/L <0.180 0.180 0.500 09/12/24 19:17
Trichlorofluoromethane pg/L <0.180 0.180 0.500 09/12/24 19:17
Vinyl Chloride pg/L <0.170 0.170 0.500 09/12/24 19:17
o-Xylene pg/L <0.210 0.210 0.500 09/12/24 19:17
m,p-Xylene pg/L <0.420 0.420 1.00 09/12/24 19:17
4-Bromofluorobenzene(S) 09/12/24 19:17 91.0 70-130
Dibromofluoromethane(S) 09/12/24 19:17 93.8 70-130
1,2-Dichloroethane-d4(S) 09/12/24 19:17 88.4 70-130
Toluene-d8(S) 09/12/24 19:17 99.6 70-130
Laboratory Control Sample&LCSD LCS-V51981 LCSD-V51981
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits RPD Max
RPD
Acetone pg/L 40.0 49.1 45.9 123 115 40-166 6.7 20.0
Benzene pg/L 20.0 20.7 20.1 104 101 77-128 2.9 20.0
tert-Butyl benzene pg/L 20.0 21.6 21.7 108 109 70-132 0.4 20.0
Carbon Disulfide pg/L 20.0 19.8 18.9 99.0 94.5 59-135 4.6 20.0
Carbon Tetrachloride pg/L 20.0 20.0 18.9 100 94.5 72-142 5.6 20.0
Chlorobenzene pg/L 20.0 21.9 21.4 110 107 78-119 2.3 20.0
Date: 09/18/2024 09:54 PM Page 2 of 4
Page 9 of 13

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.015
Report No: 24-256-0004
QC Prep: V51981 QC Analytical Batch(es): V51986
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V51981 LCSD-V51981
Spike LCS LCSD LCS LCSD %Rec
Parameter Units Conc. Result Result %Rec %Rec Limits RPD Max
RPD
Chloroethane pg/L 20.0 19.2 18.5 96.0 92.5 57-142 3.7 20.0
Chloroform pg/L 20.0 19.3 19.1 96.5 95.5 77-130 1.0 20.0
Chloromethane pg/L 20.0 21.5 20.4 108 102 47-145 5.2 20.0
2-Chlorotoluene pg/L 20.0 21.6 21.2 108 106 74-126 1.8 20.0
Cyclohexane pg/L 20.0 20.1 19.3 101 96.5 70-130 4.0 20.0
1,2-Dichlorobenzene pg/L 20.0 22.8 22.9 114 115 78-128 0.4 20.0
1,3-Dichlorobenzene pg/L 20.0 22.5 22.1 113 111 77-125 1.7 20.0
1,4-Dichlorobenzene pg/L 20.0 21.8 21.9 109 110 75-126 0.4 20.0
Dichlorodifluoromethane pg/L 20.0 20.5 19.7 103 98.5 28-163 3.9 20.0
1,1-Dichloroethane pg/L 20.0 19.7 18.9 98.5 94.5 70-130 4.1 20.0
1,2-Dichloroethane pg/L 20.0 19.5 18.9 97.5 94.5 68-131 3.1 20.0
1,1-Dichloroethene pg/L 20.0 18.7 18.0 93.5 90.0 70-154 3.8 20.0
cis-1,2-Dichloroethene pg/L 20.0 19.7 18.9 98.5 94.5 76-141 4.1 20.0
trans-1,2-Dichloroethene pg/L 20.0 19.2 18.1 96.0 90.5 76-135 5.8 20.0
1,4-Dioxane pg/L 200 255 277 128 139* 70-130 8.2 20.0
Ethylbenzene pg/L 20.0 21.0 20.5 105 103 80-127 2.4 20.0
1,1,2-Trichloro-1,2,2-trifluoroethane pg/L 20.0 20.6 20.0 103 100 70-130 2.9 20.0
2-Hexanone pg/L 20.0 22.2 21.9 111 110 64-137 1.3 20.0
Methyl Ethyl Ketone(MEK) pg/L 20.0 20.0 19.0 100 95.0 71-134 5.1 20.0
4-M ethyl-2-Pentanone pg/L 20.0 21.2 20.9 106 105 69-134 1.4 20.0
Methylene Chloride pg/L 20.0 19.7 19.4 98.5 97.0 73-131 1.5 20.0
Styrene pg/L 20.0 21.4 21.0 107 105 78-129 1.8 20.0
1,1,1,2-Tetrachloroethane pg/L 20.0 21.2 20.9 106 105 79-134 1.4 20.0
Tetrachloroethene pg/L 20.0 22.1 21.1 111 106 80-129 4.6 20.0
Toluene pg/L 20.0 20.5 19.9 103 99.5 76-131 2.9 20.0
1,2,3-Trichlorobenzene pg/L 20.0 24.7 25.3 124 127 58-144 2.4 20.0
*QC Fail Date: 09/18/2024 09:54 PM Page 3 of 4
Page 10 of 13

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.015
Report No: 24-256-0004
QC Prep: V51981 QC Analytical Batch(es): V51986
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds-GC/MS
Laboratory Control Sample&LCSD LCS-V51981 LCSD-V51981
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 23.1 23.8 116 119 66-139 2.9 20.0
1,1,1-Trichloroethane pg/L 20.0 19.4 18.4 97.0 92.0 75-135 5.2 20.0
Trichloroethene pg/L 20.0 20.9 20.1 105 101 77-133 3.9 20.0
Trichlorofluoromethane pg/L 20.0 20.7 19.2 104 96.0 62-148 7.5 20.0
Vinyl Chloride pg/L 20.0 20.0 19.1 100 95.5 57-141 4.6 20.0
o-Xylene pg/L 20.0 21.2 20.6 106 103 78-128 2.8 20.0
m,p-Xylene pg/L 40.0 45.0 43.9 113 110 77-133 2.4 20.0
4-Bromofluorobenzene(S) 91.2 92.2 70-130
Dibromofluoromethane(S) 95.0 93.6 70-130
1,2-Dichloroethane-d4(S) 92.0 90.2 70-130
Toluene-d8(S) 99.6 98.8 70-130
Date: 09/18/2024 09:54 PM Page 4 of 4
Page 11 of 13

(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: 24-256-0004
Shipping Method
0 Fed Ex 0 US Postal 0 Lab 0 Other :
0 UPS U Client 0 Courier Thermometer ID: IRT15 2.5C
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 0 Not Present
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: 09/12/2024 09:52:38
Page 12 of 13

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Page 13 of 13

•
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 6/13/2024 3:31:46 PM
JOB DESCRIPTION
Mohican
JOB NUMBER
140-36926-1
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
6/13/2024 3:31:46 PM
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 6/13/2024

Client: Hart&Hickman, PC Laboratory Job ID: 140-36926-1
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 6/13/2024

Definitions/Glossary C
Client: Hart& Hickman, PC Job ID: 140-36926-1
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 6/13/2024

Case Narrative
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project: Mohican
Job ID: 140-36926-1 Eurofins Knoxville
Job Narrative
140-36926-1 '
Receipt
The sample was received on 5/30/2024 at 9:30am and arrived in good condition.
Receipt Exceptions
The following sample was received in air sample bags: SVE-052924(140-36926-1). 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.
The Field Sampler was not listed on the Chain of Custody.
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-052924(140-36926-1). In order to extend the
holding times,these samples were 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 6/13/2024

Sample Summary C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Lab Sample ID Client Sample ID Matrix Collected Received
140-36926-1 SVE-052924 Air 05/29/24 17:10 05/30/24 09:30
Eurofins Knoxville
Page 6 of 24 6/13/2024

Client Sample Results
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Client Sample ID: SVE-052924 Lab Sample ID: 140-36926-1
Date Collected: 05/29/24 17:10 Matrix: Air
Date Received: 05/30/24 09:30
Sample Container: Tedlar Bag 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 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87 �.
1,1,2,2-Tetrachloroethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,1,2-Trichloro-1,2,2-trifluoroethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,1,2-Trichloroethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,1-Dichloroethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,1-Dichloroethene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2,4-Trichlorobenzene ND 7600 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2,4-Trimethylbenzene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dibromoethane(EDB) ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichlorobenzene ND 1500 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichloroethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichloropropane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,3,5-Trimethylbenzene ND 1500 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,3-Dichlorobenzene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,4-Dichlorobenzene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
1,4-Dioxane ND 19000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
2-Butanone(MEK) ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
4-Methyl-2-pentanone(MIBK) ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Acetone ND 28000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Benzene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Benzyl chloride ND 3000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Bromodichloromethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Bromoform ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Bromomethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Carbon disulfide ND 1900 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Carbon tetrachloride ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Chlorobenzene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Chloroethane ND 3000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Chloroform ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Chloromethane ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
cis-1,2-Dichloroethene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
cis-1,3-Dichloropropene ND 1500 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Cyclohexane ND 1900 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Dibromochloromethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Dichlorodifluoromethane ND 1900 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Ethylbenzene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Hexachlorobutadiene ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Hexane ND 3000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Isopropyl alcohol ND 19000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Isopropylbenzene ND 3000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Methyl tert-butyl ether ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Methylene Chloride ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
m-Xylene&p-Xylene ND 3000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Naphthalene ND 1900 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
o-Xylene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Styrene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Tetrachloroethene 66000 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Eurofins Knoxville
Page 7 of 24 6/13/2024

Client Sample Results
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Client Sample ID: SVE-052924 Lab Sample ID: 140-36926-1
Date Collected: 05/29/24 17:10 Matrix: Air
Date Received: 05/30/24 09:30
Sample Container: Tedlar Bag 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 19000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87 �.
Toluene ND 3800 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
trans-1,2-Dichloroethene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
trans-1,3-Dichloropropene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Trichloroethene ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Trichlorofluoromethane ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Vinyl acetate ND 19000 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Vinyl bromide ND 760 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Vinyl chloride ND 1500 ppb v/v 05/30/24 11:57 06/06/24 02:23 2176.87
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 4100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,1,2,2-Tetrachloroethane ND 5200 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,1,2-Trichloro-1,2,2-trifluoroethane ND 5800 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,1,2-Trichloroethane ND 4100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,1-Dichloroethane ND 3100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,1-Dichloroethene ND 3000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2,4-Trichlorobenzene ND 56000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2,4-Trimethylbenzene ND 3700 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dibromoethane(EDB) ND 5800 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 5300 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichlorobenzene ND 9100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichloroethane ND 3100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,2-Dichloropropane ND 3500 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,3,5-Trimethylbenzene ND 7400 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,3-Dichlorobenzene ND 4600 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,4-Dichlorobenzene ND 4600 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
1,4-Dioxane ND 68000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
2-Butanone(MEK) ND 11000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
4-Methyl-2-pentanone(MIBK) ND 16000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Acetone ND 67000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Benzene ND 2400 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Benzyl chloride ND 16000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Bromodichloromethane ND 5100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Bromoform ND 7800 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Bromomethane ND 2900 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Carbon disulfide ND 5900 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Carbon tetrachloride ND 4800 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Chlorobenzene ND 3500 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Chloroethane ND 8000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Chloroform ND 3700 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Chloromethane ND 7800 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
cis-1,2-Dichloroethene ND 3000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
cis-1,3-Dichloropropene ND 6900 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Cyclohexane ND 6500 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Dibromochloromethane ND 6500 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Dichlorodifluoromethane ND 9400 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Ethylbenzene ND 3300 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Hexachlorobutadiene ND 40000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Eurofins Knoxville
Page 8 of 24 6/13/2024

Client Sample Results C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Client Sample ID: SVE-052924 Lab Sample ID: 140-36926-1
Date Collected: 05/29/24 17:10 Matrix: Air
Date Received: 05/30/24 09:30
Sample Container: Tedlar Bag 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 11000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87 �.
Isopropyl alcohol ND 47000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Isopropylbenzene ND 15000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Methyl tert-butyl ether ND 14000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Methylene Chloride ND 13000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
m-Xylene&p-Xylene ND 13000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Naphthalene ND 9900 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
o-Xylene ND 3300 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Styrene ND 3200 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Tetrachloroethene 450000 5100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Tetrahydrofuran ND 56000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Toluene ND 14000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
trans-1,2-Dichloroethene ND 3000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
trans-1,3-Dichloropropene ND 3400 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Trichloroethene ND 4100 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Trichlorofluoromethane ND 4300 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Vinyl acetate ND 67000 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Vinyl bromide ND 3300 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Vinyl chloride ND 3900 ug/m3 05/30/24 11:57 06/06/24 02:23 2176.87
Eurofins Knoxville
Page 9 of 24 6/13/2024

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-36926-1
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 6/13/2024

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-36926-1
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 6/13/2024

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-36926-1
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 6/13/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Lab Sample ID: MB 140-87251/6 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 87251
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,1,2,2-Tetrachloroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,1,2-Trichloro-1,2,2-trifluoroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,1,2-Trichloroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,1-Dichloroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,1-Dichloroethene ND 0.20 ppb v/v 06/05/24 08:01 1
1,2,4-Trichlorobenzene ND 2.0 ppb v/v 06/05/24 08:01 1
1,2,4-Trimethylbenzene ND 0.20 ppb v/v 06/05/24 08:01 1
1,2-Dibromoethane(EDB) ND 0.20 ppb v/v 06/05/24 08:01 1
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,2-Dichlorobenzene ND 0.40 ppb v/v 06/05/24 08:01 1
1,2-Dichloroethane ND 0.20 ppb v/v 06/05/24 08:01 1
1,2-Dichloropropane ND 0.20 ppb v/v 06/05/24 08:01 1
1,3,5-Trimethylbenzene ND 0.40 ppb v/v 06/05/24 08:01 1
1,3-Dichlorobenzene ND 0.20 ppb v/v 06/05/24 08:01 1 ❑
1,4-Dichlorobenzene ND 0.20 ppb v/v 06/05/24 08:01 1
1,4-Dioxane ND 5.0 ppb v/v 06/05/24 08:01 1
2-Butanone(MEK) ND 1.0 ppb v/v 06/05/24 08:01 1
4-Methyl-2-pentanone(MIBK) ND 1.0 ppb v/v 06/05/24 08:01 1
Acetone ND 7.5 ppb v/v 06/05/24 08:01 1
Benzene ND 0.20 ppb v/v 06/05/24 08:01 1
Benzyl chloride ND 0.80 ppb v/v 06/05/24 08:01 1
Bromodichloromethane ND 0.20 ppb v/v 06/05/24 08:01 1
Bromoform ND 0.20 ppb v/v 06/05/24 08:01 1
Bromomethane ND 0.20 ppb v/v 06/05/24 08:01 1
Carbon disulfide ND 0.50 ppb v/v 06/05/24 08:01 1
Carbon tetrachloride ND 0.20 ppb v/v 06/05/24 08:01 1
Chlorobenzene ND 0.20 ppb v/v 06/05/24 08:01 1
Chloroethane ND 0.80 ppb v/v 06/05/24 08:01 1
Chloroform ND 0.20 ppb v/v 06/05/24 08:01 1
Chloromethane ND 1.0 ppb v/v 06/05/24 08:01 1
cis-1,2-Dichloroethene ND 0.20 ppb v/v 06/05/24 08:01 1
cis-1,3-Dichloropropene ND 0.40 ppb v/v 06/05/24 08:01 1
Cyclohexane ND 0.50 ppb v/v 06/05/24 08:01 1
Dibromochloromethane ND 0.20 ppb v/v 06/05/24 08:01 1
Dichlorodifluoromethane ND 0.50 ppb v/v 06/05/24 08:01 1
Ethylbenzene ND 0.20 ppb v/v 06/05/24 08:01 1
Hexachlorobutadiene ND 1.0 ppb v/v 06/05/24 08:01 1
Hexane ND 0.80 ppb v/v 06/05/24 08:01 1
Isopropyl alcohol ND 5.0 ppb v/v 06/05/24 08:01 1
Isopropylbenzene ND 0.80 ppb v/v 06/05/24 08:01 1
Methyl tert-butyl ether ND 1.0 ppb v/v 06/05/24 08:01 1
Methylene Chloride ND 1.0 ppb v/v 06/05/24 08:01 1
m-Xylene&p-Xylene ND 0.80 ppb v/v 06/05/24 08:01 1
Naphthalene ND 0.50 ppb v/v 06/05/24 08:01 1
o-Xylene ND 0.20 ppb v/v 06/05/24 08:01 1
Styrene ND 0.20 ppb v/v 06/05/24 08:01 1
Tetrachloroethene ND 0.20 ppb v/v 06/05/24 08:01 1
Eurofins Knoxville
Page 13 of 24 6/13/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: MB 140-87251/6 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 87251
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Tetrahydrofuran ND 5.0 ppb v/v 06/05/24 08:01 1
Toluene ND 1.0 ppb v/v 06/05/24 08:01 1
trans-1,2-Dichloroethene ND 0.20 ppb v/v 06/05/24 08:01 1
trans-1,3-Dichloropropene ND 0.20 ppb v/v 06/05/24 08:01 1
Trichloroethene ND 0.20 ppb v/v 06/05/24 08:01 1
Trichlorofluoromethane ND 0.20 ppb v/v 06/05/24 08:01 1
Vinyl acetate ND 5.0 ppb v/v 06/05/24 08:01 1
Vinyl bromide ND 0.20 ppb v/v 06/05/24 08:01 1
Vinyl chloride ND 0.40 ppb v/v 06/05/24 08:01 1
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 1.1 ug/m3 06/05/24 08:01 1
1,1,2,2-Tetrachloroethane ND 1.4 ug/m3 06/05/24 08:01 1
1,1,2-Trichloro-1,2,2-trifluoroethane ND 1.5 ug/m3 06/05/24 08:01 1
1,1,2-Trichloroethane ND 1.1 ug/m3 06/05/24 08:01 1
1,1-Dichloroethane ND 0.81 ug/m3 06/05/24 08:01 1 ❑
1,1-Dichloroethene ND 0.79 ug/m3 06/05/24 08:01 1
1,2,4-Trichlorobenzene ND 15 ug/m3 06/05/24 08:01 1
1,2,4-Trimethylbenzene ND 0.98 ug/m3 06/05/24 08:01 1
1,2-Dibromoethane(EDB) ND 1.5 ug/m3 06/05/24 08:01 1
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 1.4 ug/m3 06/05/24 08:01 1
1,2-Dichlorobenzene ND 2.4 ug/m3 06/05/24 08:01 1
1,2-Dichloroethane ND 0.81 ug/m3 06/05/24 08:01 1
1,2-Dichloropropane ND 0.92 ug/m3 06/05/24 08:01 1
1,3,5-Trimethylbenzene ND 2.0 ug/m3 06/05/24 08:01 1
1,3-Dichlorobenzene ND 1.2 ug/m3 06/05/24 08:01 1
1,4-Dichlorobenzene ND 1.2 ug/m3 06/05/24 08:01 1
1,4-Dioxane ND 18 ug/m3 06/05/24 08:01 1
2-Butanone(MEK) ND 2.9 ug/m3 06/05/24 08:01 1
4-Methyl-2-pentanone(MIBK) ND 4.1 ug/m3 06/05/24 08:01 1
Acetone ND 18 ug/m3 06/05/24 08:01 1
Benzene ND 0.64 ug/m3 06/05/24 08:01 1
Benzyl chloride ND 4.1 ug/m3 06/05/24 08:01 1
Bromodichloromethane ND 1.3 ug/m3 06/05/24 08:01 1
Bromoform ND 2.1 ug/m3 06/05/24 08:01 1
Bromomethane ND 0.78 ug/m3 06/05/24 08:01 1
Carbon disulfide ND 1.6 ug/m3 06/05/24 08:01 1
Carbon tetrachloride ND 1.3 ug/m3 06/05/24 08:01 1
Chlorobenzene ND 0.92 ug/m3 06/05/24 08:01 1
Chloroethane ND 2.1 ug/m3 06/05/24 08:01 1
Chloroform ND 0.98 ug/m3 06/05/24 08:01 1
Chloromethane ND 2.1 ug/m3 06/05/24 08:01 1
cis-1,2-Dichloroethene ND 0.79 ug/m3 06/05/24 08:01 1
cis-1,3-Dichloropropene ND 1.8 ug/m3 06/05/24 08:01 1
Cyclohexane ND 1.7 ug/m3 06/05/24 08:01 1
Dibromochloromethane ND 1.7 ug/m3 06/05/24 08:01 1
Dichlorodifluoromethane ND 2.5 ug/m3 06/05/24 08:01 1
Ethylbenzene ND 0.87 ug/m3 06/05/24 08:01 1
Hexachlorobutadiene ND 11 ug/m3 06/05/24 08:01 1
Eurofins Knoxville
Page 14 of 24 6/13/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: MB 140-87251/6 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 87251
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Hexane ND 2.8 ug/m3 06/05/24 08:01 1
Isopropyl alcohol ND 12 ug/m3 06/05/24 08:01 1
Isopropylbenzene ND 3.9 ug/m3 06/05/24 08:01 1
Methyl tert-butyl ether ND 3.6 ug/m3 06/05/24 08:01 1
Methylene Chloride ND 3.5 ug/m3 06/05/24 08:01 1
m-Xylene&p-Xylene ND 3.5 ug/m3 06/05/24 08:01 1
Naphthalene ND 2.6 ug/m3 06/05/24 08:01 1
o-Xylene ND 0.87 ug/m3 06/05/24 08:01 1
Styrene ND 0.85 ug/m3 06/05/24 08:01 1
Tetrachloroethene ND 1.4 ug/m3 06/05/24 08:01 1
Tetrahydrofuran ND 15 ug/m3 06/05/24 08:01 1
Toluene ND 3.8 ug/m3 06/05/24 08:01 1
trans-1,2-Dichloroethene ND 0.79 ug/m3 06/05/24 08:01 1
trans-1,3-Dichloropropene ND 0.91 ug/m3 06/05/24 08:01 1
Trichloroethene ND 1.1 ug/m3 06/05/24 08:01 1
Trichlorofluoromethane ND 1.1 ug/m3 06/05/24 08:01 1 ❑
Vinyl acetate ND 18 ug/m3 06/05/24 08:01 1
Vinyl bromide ND 0.87 ug/m3 06/05/24 08:01 1
Vinyl chloride ND 1.0 ug/m3 06/05/24 08:01 1
Lab Sample ID: LCS 140-87251/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 87251
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,1,1-Trichloroethane 1.60 1.82 ppb v/v 114 70-130
1,1,2,2-Tetrachloroethane 1.60 1.72 ppb v/v 107 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha 1.60 1.73 ppb v/v 108 70-130
ne
1,1,2-Trichloroethane 1.60 1.72 ppb v/v 107 70-130
1,1-Dichloroethane 1.60 1.79 ppb v/v 112 70-130
1,1-Dichloroethene 1.60 1.74 ppb v/v 109 70-130
1,2,4-Trichlorobenzene 1.60 1.54 ppb v/v 96 60-140
1,2,4-Trimethylbenzene 1.60 1.84 ppb v/v 115 70-130
1,2-Dibromoethane(EDB) 1.60 1.71 ppb v/v 107 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet 1.60 1.67 ppb v/v 104 60-140
hane
1,2-Dichlorobenzene 1.60 1.66 ppb v/v 104 70-130
1,2-Dichloroethane 1.60 1.84 ppb v/v 115 70-130
1,2-Dichloropropane 1.60 1.76 ppb v/v 110 70-130
1,3,5-Trimethylbenzene 1.60 1.68 ppb v/v 105 70-130
1,3-Dichlorobenzene 1.60 1.74 ppb v/v 109 70-130
1,4-Dichlorobenzene 1.60 1.75 ppb v/v 109 70-130
1,4-Dioxane 1.60 1.70 J ppb v/v 106 60-140
2-Butanone(MEK) 1.60 1.75 ppb v/v 109 60-140
4-Methyl-2-pentanone(MIBK) 1.60 1.88 ppb v/v 117 60-140
Acetone 4.80 5.01 ppb v/v 104 60-140
Benzene 1.60 1.69 ppb v/v 105 70-130
Benzyl chloride 1.60 1.82 ppb v/v 114 70-130
Eurofins Knoxville
Page 15 of 24 6/13/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: LCS 140-87251/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 87251
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
Bromodichloromethane 1.60 1.79 ppb v/v 112 70-130
Bromoform 1.60 1.80 ppb v/v 112 60-140
Bromomethane 1.60 1.64 ppb v/v 102 70-130
Carbon disulfide 1.60 1.72 ppb v/v 108 70-130
Carbon tetrachloride 1.60 1.81 ppb v/v 113 70-130
Chlorobenzene 1.60 1.66 ppb v/v 104 70-130
Chloroethane 1.60 1.75 ppb v/v 110 70-130
Chloroform 1.60 1.78 ppb v/v 111 70-130
Chloromethane 1.60 1.74 ppb v/v 109 60-140
cis-1,2-Dichloroethene 1.60 1.79 ppb v/v 112 70-130
cis-1,3-Dichloropropene 1.60 1.79 ppb v/v 112 70-130
Cyclohexane 1.60 1.72 ppb v/v 108 70-130
Dibromochloromethane 1.60 1.76 ppb v/v 110 70-130
Dichlorodifluoromethane 1.60 1.94 ppb v/v 121 60-140
Ethylbenzene 1.60 1.76 ppb v/v 110 70-130 ❑
Hexachlorobutadiene 1.60 1.65 ppb v/v 103 60-140
Hexane 1.60 1.78 ppb v/v 111 70-130
Isopropyl alcohol 4.80 5.13 ppb v/v 107 60-140
Isopropylbenzene 1.60 1.75 ppb v/v 109 70-130
Methyl tert-butyl ether 1.60 1.83 ppb v/v 114 60-140
Methylene Chloride 1.60 1.99 ppb v/v 124 70-130
m-Xylene&p-Xylene 3.20 3.58 ppb v/v 112 70-130
Naphthalene 1.60 1.62 ppb v/v 101 60-140
o-Xylene 1.60 1.78 ppb v/v 111 70-130
Styrene 1.60 1.77 ppb v/v 111 70-130
Tetrachloroethene 1.60 1.70 ppb v/v 106 70-130
Tetrahydrofuran 1.60 1.89 J ppb v/v 118 60-140
Toluene 1.60 1.70 ppb v/v 106 70-130
trans-1,2-Dichloroethene 1.60 1.77 ppb v/v 111 70-130
trans-1,3-Dichloropropene 1.60 1.80 ppb v/v 112 70-130
Trichloroethene 1.60 1.74 ppb v/v 109 70-130
Trichlorofluoromethane 1.60 1.82 ppb v/v 114 60-140
Vinyl acetate 1.60 1.87 J ppb v/v 117 60-140
Vinyl bromide 1.60 1.68 ppb v/v 105 60-140
Vinyl chloride 1.60 1.81 ppb v/v 113 70-130
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,1,1-Trichloroethane 8.7 9.96 ug/m3 114 70-130
1,1,2,2-Tetrachloroethane 11 11.8 ug/m3 107 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha 12 13.2 ug/m3 108 70-130
ne
1,1,2-Trichloroethane 8.7 9.36 ug/m3 107 70-130
1,1-Dichloroethane 6.5 7.25 ug/m3 112 70-130
1,1-Dichloroethene 6.3 6.90 ug/m3 109 70-130
1,2,4-Trichlorobenzene 12 11.4 ug/m3 96 60-140
1,2,4-Tri methyl benzene 7.9 9.07 ug/m3 115 70-130
1,2-Dibromoethane(EDB) 12 13.2 ug/m3 107 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet 11 11.7 ug/m3 104 60-140
hane
Eurofins Knoxville
Page 16 of 24 6/13/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: LCS 140-87251/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 87251
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,2-Dichlorobenzene 9.6 10.0 ug/m3 104 70-130
1,2-Dichloroethane 6.5 7.46 ug/m3 115 70-130
1,2-Dichloropropane 7.4 8.15 ug/m3 110 70-130
1,3,5-Trimethylbenzene 7.9 8.24 ug/m3 105 70-130
1,3-Dichlorobenzene 9.6 10.5 ug/m3 109 70-130
1,4-Dichlorobenzene 9.6 10.5 ug/m3 109 70-130
1,4-Dioxane 5.8 6.13 J ug/m3 106 60-140
2-Butanone(MEK) 4.7 5.15 ug/m3 109 60-140
4-Methyl-2-pentanone(MIBK) 6.6 7.68 ug/m3 117 60-140
Acetone 11 11.9 ug/m3 104 60-140
Benzene 5.1 5.39 ug/m3 105 70-130
Benzyl chloride 8.3 9.40 ug/m3 114 70-130
Bromodichloromethane 11 12.0 ug/m3 112 70-130
Bromoform 17 18.6 ug/m3 112 60-140
Bromomethane 6.2 6.36 ug/m3 102 70-130 ❑
Carbon disulfide 5.0 5.37 ug/m3 108 70-130
Carbon tetrachloride 10 11.4 ug/m3 113 70-130
Chlorobenzene 7.4 7.64 ug/m3 104 70-130
Chloroethane 4.2 4.63 ug/m3 110 70-130
Chloroform 7.8 8.69 ug/m3 111 70-130
Chloromethane 3.3 3.59 ug/m3 109 60-140
cis-1,2-Dichloroethene 6.3 7.10 ug/m3 112 70-130
cis-1,3-Dichloropropene 7.3 8.13 ug/m3 112 70-130
Cyclohexane 5.5 5.94 ug/m3 108 70-130
Dibromochloromethane 14 15.0 ug/m3 110 70-130
Dichlorodifluoromethane 7.9 9.60 ug/m3 121 60-140
Ethylbenzene 6.9 7.64 ug/m3 110 70-130
Hexachlorobutadiene 17 17.6 ug/m3 103 60-140
Hexane 5.6 6.27 ug/m3 111 70-130
Isopropyl alcohol 12 12.6 ug/m3 107 60-140
Isopropylbenzene 7.9 8.60 ug/m3 109 70-130
Methyl tert-butyl ether 5.8 6.58 ug/m3 114 60-140
Methylene Chloride 5.6 6.90 ug/m3 124 70-130
m-Xylene&p-Xylene 14 15.5 ug/m3 112 70-130
Naphthalene 8.4 8.49 ug/m3 101 60-140
o-Xylene 6.9 7.71 ug/m3 111 70-130
Styrene 6.8 7.56 ug/m3 111 70-130
Tetrachloroethene 11 11.5 ug/m3 106 70-130
Tetrahydrofuran 4.7 5.58 J ug/m3 118 60-140
Toluene 6.0 6.42 ug/m3 106 70-130
trans-1,2-Dichloroethene 6.3 7.01 ug/m3 111 70-130
trans-1,3-Dichloropropene 7.3 8.15 ug/m3 112 70-130
Trichloroethene 8.6 9.34 ug/m3 109 70-130
Trichlorofluoromethane 9.0 10.2 ug/m3 114 60-140
Vinyl acetate 5.6 6.58 J ug/m3 117 60-140
Vinyl bromide 7.0 7.34 ug/m3 105 60-140
Vinyl chloride 4.1 4.62 ug/m3 113 70-130
Eurofins Knoxville
Page 17 of 24 6/13/2024

QC Association Summary C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Air- GUMS VOA
Prep Batch: 87166
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
140-36926-1 SVE-052924 Total/NA Air Air Transfer
Analysis Batch: 87251
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
140-36926-1 SVE-052924 Total/NA Air TO-15 87166
MB 140-87251/6 Method Blank Total/NA Air TO-15
LCS 140-87251/1002 Lab Control Sample Total/NA Air TO-15
Eurofins Knoxville
Page 18 of 24 6/13/2024

Lab Chronicle C
Client: Hart& Hickman, PC Job ID: 140-36926-1
Project/Site: Mohican
Client Sample ID: SVE-052924 Lab Sample ID: 140-36926-1
Date Collected: 05/29/24 17:10 Matrix: Air
Date Received: 05/30/24 09:30
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 87166 05/30/24 11:57 BTB EET KNX
Total/NA Analysis TO-15 2176.87 115 mL 500 mL 87251 06/06/24 02:23 S1 K EET KNX
Instrument ID: MR
Client Sample ID: Method Blank Lab Sample ID: MB 140-87251/6
Date Collected: N/A Matrix: Air
Date Received: N/A E:
Batch Batch Dil 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 87251 06/05/24 08:01 S1 K EET KNX ml
Instrument ID: MR
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-87251/1002
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 87251 06/05/24 05:11 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 6/13/2024

Accreditation/Certification Summary C
Client: Hart& Hickman, PC Job ID: 140-36926-1
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 06-17-25
Colorado State TN00009 02-28-25
Connecticut State PH-0223 10-01-26
Florida NELAP E87177 06-30-24
Georgia(DW) State 906 07-27-25
Hawaii State NA 07-27-24
Kansas NELAP E-10349 10-31-24
Kentucky(DW) State 90101 12-31-24
Louisiana(All) NELAP 83979 06-30-24
Louisiana(DW) State LA019 12-31-24 m
Maryland State 277 03-31-25
Michigan State 9933 07-27-25
Nevada State TN00009 07-31-24
New Hampshire NELAP 2999 01-17-25 ❑
New Jersey NELAP TN001 07-01-24
New York NELAP 10781 03-31-25
North Carolina(DW) State 21705 07-31-24
North Carolina(WW/SW) State 64 12-31-24
Oklahoma State 9415 08-31-24
Oregon NELAP TNIO189 01-01-25
Pennsylvania NELAP 68-00576 12-31-24
Tennessee State 02014 07-27-25
Texas NELAP T104704380-23-18 08-31-24
US Fish&Wildlife US Federal Programs 058448 07-31-24
USDA US Federal Programs 525-22-279-18762 10-06-25
Utah NELAP TN00009 07-31-24
Virginia NELAP 460176 09-14-24
Washington State C593 01-19-25
West Virginia(DW) State 9955C 12-31-24
West Virginia DEP State 345 04-30-25
Wisconsin State 998044300 08-31-24
Eurofins Knoxville
Page 20 of 24 6/13/2024

Method Summary C
Client: Hart& Hickman, PC Job ID: 140-36926-1
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 6/13/2024

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Page 23 of 24 6/13/2024

Summa Canister Dilution Worksheet ❑
Client: Hart& Hickman, PC Job No.: 140-36926-1
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
140-36926-1 6 0 1.00 6.00 1.3 1.09 6.53 3 2176.87 1176.87 g5 09682 05/30/24 13:46 BTB
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 6/13/2024

•
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 8/16/2024 2:56:04 PM
JOB DESCRIPTION
Mohican
JOB NUMBER
140-37931-1
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
8/16/2024 2:56:04 PM
Authorized for release by
Ryan Henry, Project Manager I
William.Hen ry(a et.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 8/16/2024

Client: Hart&Hickman, PC Laboratory Job ID: 140-37931-1
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 8/16/2024

Definitions/Glossary C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Qualifiers
Air- GUMS VOA
Qualifier Qualifier Description
*+ LCS and/or LCSD is outside acceptance limits,high biased.
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 Levee'
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 8/16/2024

Case Narrative
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project: Mohican
Job ID: 140-37931-1 Eurofins Knoxville
Job Narrative
140-37931-1 �
Receipt
The sample was received on 8/7/2024 at 9:45am and arrived in good condition.
Receipt Exceptions
The Field Sampler was not listed on the Chain of Custody.
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 TO-15: The continuing calibration verification (CCV)associated with batch 140-89634 exhibited %difference of>30%for C
the following analyte(s): 1,3,5-Tri methyl benzene and Isopropyl alcohol; however,the results were within the LCS acceptance
limits. The EPA method requires that all target analytes in the continuing calibration verification standard be within 30%difference
from the initial calibration. According to the laboratory standard operating procedure,the continuing calibration is acceptable if it
meets the laboratory control sample acceptance criteria.
Method TO-15: The following analyte(s)recovered outside control limits for the LCS associated with analytical batch 140-89634:
1,3,5-Tri methyl benzene. This is not indicative of a systematic control problem because this was random marginal exceedance.
Qualified results have been reported.
Method Air Transfer: The following sample was received in air sample bags: SVE-080624(140-37931-1). 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 8/16/2024

Sample Summary C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Lab Sample ID Client Sample ID Matrix Collected Received
140-37931-1 SVE-080624 Air 08/06/24 12:00 08/07/24 09:45
Eurofins Knoxville
Page 6 of 24 8/16/2024

Client Sample Results
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Client Sample ID: SVE-080624 Lab Sample ID: 140-37931-1
Date Collected: 08/06/24 12:00 Matrix: Air
Date Received: 08/07/24 09:45
Sample Container: Tedlar Bag 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 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45 �.
1,1,2,2-Tetrachloroethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,1,2-Trichloro-1,2,2-trifluoroethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,1,2-Trichloroethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,1-Dichloroethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,1-Dichloroethene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2,4-Trichlorobenzene ND 5900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2,4-Trimethylbenzene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dibromoethane(EDB) ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichlorobenzene ND 1200 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichloroethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichloropropane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,3,5-Trimethylbenzene ND .+ 1200 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,3-Dichlorobenzene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,4-Dichlorobenzene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
1,4-Dioxane ND 15000 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
2-Butanone(MEK) ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
4-Methyl-2-pentanone(MIBK) ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Acetone ND 22000 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Benzene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Benzyl chloride ND 2400 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Bromodichloromethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Bromoform ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Bromomethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Carbon disulfide ND 1500 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Carbon tetrachloride ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Chlorobenzene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Chloroethane ND 2400 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Chloroform ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Chloromethane ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
cis-1,2-Dichloroethene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
cis-1,3-Dichloropropene ND 1200 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Cyclohexane ND 1500 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Dibromochloromethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Dichlorodifluoromethane ND 1500 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Ethylbenzene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Hexachlorobutadiene ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Hexane ND 2400 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Isopropyl alcohol ND 15000 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Isopropylbenzene ND 2400 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Methyl tert-butyl ether ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Methylene Chloride ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
m-Xylene&p-Xylene ND 2400 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Naphthalene ND 1500 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
o-Xylene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Styrene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Tetrachloroethene 62000 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Eurofins Knoxville
Page 7 of 24 8/16/2024

Client Sample Results
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Client Sample ID: SVE-080624 Lab Sample ID: 140-37931-1
Date Collected: 08/06/24 12:00 Matrix: Air
Date Received: 08/07/24 09:45
Sample Container: Tedlar Bag 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 15000 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45 a.
Toluene ND 2900 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
trans-1,2-Dichloroethene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
trans-1,3-Dichloropropene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Trichloroethene ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Trichlorofluoromethane ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Vinyl acetate ND 15000 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Vinyl bromide ND 590 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Vinyl chloride ND 1200 ppb v/v 08/07/24 16:28 08/08/24 20:50 1322.45
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 3200 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,1,2,2-Tetrachloroethane ND 4000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,1,2-Trichloro-1,2,2-trifluoroethane ND 4500 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,1,2-Trichloroethane ND 3200 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,1-Dichloroethane ND 2400 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,1-Dichloroethene ND 2300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2,4-Trichlorobenzene ND 44000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2,4-Trimethylbenzene ND 2900 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dibromoethane(EDB) ND 4500 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 4100 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichlorobenzene ND 7100 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichloroethane ND 2400 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,2-Dichloropropane ND 2700 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,3,5-Trimethylbenzene ND *+ 5800 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,3-Dichlorobenzene ND 3500 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,4-Dichlorobenzene ND 3500 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
1,4-Dioxane ND 53000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
2-Butanone(MEK) ND 8700 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
4-Methyl-2-pentanone(MIBK) ND 12000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Acetone ND 52000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Benzene ND 1900 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Benzyl chloride ND 12000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Bromodichloromethane ND 3900 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Bromoform ND 6100 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Bromomethane ND 2300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Carbon disulfide ND 4600 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Carbon tetrachloride ND 3700 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Chlorobenzene ND 2700 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Chloroethane ND 6200 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Chloroform ND 2900 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Chloromethane ND 6100 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
cis-1,2-Dichloroethene ND 2300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
cis-1,3-Dichloropropene ND 5300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Cyclohexane ND 5100 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Dibromochloromethane ND 5000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Dichlorodifluoromethane ND 7300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Ethylbenzene ND 2600 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Hexachlorobutadiene ND 31000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Eurofins Knoxville
Page 8 of 24 8/16/2024

Client Sample Results C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Client Sample ID: SVE-080624 Lab Sample ID: 140-37931-1
Date Collected: 08/06/24 12:00 Matrix: Air
Date Received: 08/07/24 09:45
Sample Container: Tedlar Bag 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 8300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45 �.
Isopropyl alcohol ND 36000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Isopropylbenzene ND 12000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Methyl tert-butyl ether ND 11000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Methylene Chloride ND 10000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
m-Xylene&p-Xylene ND 10000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Naphthalene ND 7700 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
o-Xylene ND 2600 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Styrene ND 2500 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Tetrachloroethene 420000 4000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Tetrahydrofuran ND 43000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Toluene ND 11000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
trans-1,2-Dichloroethene ND 2300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
trans-1,3-Dichloropropene ND 2700 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Trichloroethene ND 3200 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Trichlorofluoromethane ND 3300 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Vinyl acetate ND 52000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Vinyl bromide ND 2600 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Vinyl chloride ND 3000 ug/m3 08/07/24 16:28 08/08/24 20:50 1322.45
Eurofins Knoxville
Page 9 of 24 8/16/2024

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-37931-1
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 8/16/2024

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-37931-1
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 8/16/2024

Default Detection Limits C
Client: Hart& Hickman, PC Job ID: 140-37931-1
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 8/16/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air
Lab Sample ID: MB 140-89634/4 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 89634
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,1,2,2-Tetrachloroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,1,2-Trichloro-1,2,2-trifluoroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,1,2-Trichloroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,1-Dichloroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,1-Dichloroethene ND 0.20 ppb v/v 08/08/24 10:41 1
1,2,4-Trichlorobenzene ND 2.0 ppb v/v 08/08/24 10:41 1
1,2,4-Trimethylbenzene ND 0.20 ppb v/v 08/08/24 10:41 1
1,2-Dibromoethane(EDB) ND 0.20 ppb v/v 08/08/24 10:41 1
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,2-Dichlorobenzene ND 0.40 ppb v/v 08/08/24 10:41 1
1,2-Dichloroethane ND 0.20 ppb v/v 08/08/24 10:41 1
1,2-Dichloropropane ND 0.20 ppb v/v 08/08/24 10:41 1
1,3,5-Trimethylbenzene ND 0.40 ppb v/v 08/08/24 10:41 1
1,3-Dichlorobenzene ND 0.20 ppb v/v 08/08/24 10:41 1 ❑
1,4-Dichlorobenzene ND 0.20 ppb v/v 08/08/24 10:41 1
1,4-Dioxane ND 5.0 ppb v/v 08/08/24 10:41 1
2-Butanone(MEK) ND 1.0 ppb v/v 08/08/24 10:41 1
4-Methyl-2-pentanone(MIBK) ND 1.0 ppb v/v 08/08/24 10:41 1
Acetone ND 7.5 ppb v/v 08/08/24 10:41 1
Benzene ND 0.20 ppb v/v 08/08/24 10:41 1
Benzyl chloride ND 0.80 ppb v/v 08/08/24 10:41 1
Bromodichloromethane ND 0.20 ppb v/v 08/08/24 10:41 1
Bromoform ND 0.20 ppb v/v 08/08/24 10:41 1
Bromomethane ND 0.20 ppb v/v 08/08/24 10:41 1
Carbon disulfide ND 0.50 ppb v/v 08/08/24 10:41 1
Carbon tetrachloride ND 0.20 ppb v/v 08/08/24 10:41 1
Chlorobenzene ND 0.20 ppb v/v 08/08/24 10:41 1
Chloroethane ND 0.80 ppb v/v 08/08/24 10:41 1
Chloroform ND 0.20 ppb v/v 08/08/24 10:41 1
Chloromethane ND 1.0 ppb v/v 08/08/24 10:41 1
cis-1,2-Dichloroethene ND 0.20 ppb v/v 08/08/24 10:41 1
cis-1,3-Dichloropropene ND 0.40 ppb v/v 08/08/24 10:41 1
Cyclohexane ND 0.50 ppb v/v 08/08/24 10:41 1
Dibromochloromethane ND 0.20 ppb v/v 08/08/24 10:41 1
Dichlorodifluoromethane ND 0.50 ppb v/v 08/08/24 10:41 1
Ethylbenzene ND 0.20 ppb v/v 08/08/24 10:41 1
Hexachlorobutadiene ND 1.0 ppb v/v 08/08/24 10:41 1
Hexane ND 0.80 ppb v/v 08/08/24 10:41 1
Isopropyl alcohol ND 5.0 ppb v/v 08/08/24 10:41 1
Isopropylbenzene ND 0.80 ppb v/v 08/08/24 10:41 1
Methyl tert-butyl ether ND 1.0 ppb v/v 08/08/24 10:41 1
Methylene Chloride ND 1.0 ppb v/v 08/08/24 10:41 1
m-Xylene&p-Xylene ND 0.80 ppb v/v 08/08/24 10:41 1
Naphthalene ND 0.50 ppb v/v 08/08/24 10:41 1
o-Xylene ND 0.20 ppb v/v 08/08/24 10:41 1
Styrene ND 0.20 ppb v/v 08/08/24 10:41 1
Tetrachloroethene ND 0.20 ppb v/v 08/08/24 10:41 1
Eurofins Knoxville
Page 13 of 24 8/16/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: MB 140-89634/4 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 89634
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Tetrahydrofuran ND 5.0 ppb v/v 08/08/24 10:41 1
Toluene ND 1.0 ppb v/v 08/08/24 10:41 1
trans-1,2-Dichloroethene ND 0.20 ppb v/v 08/08/24 10:41 1
trans-1,3-Dichloropropene ND 0.20 ppb v/v 08/08/24 10:41 1
Trichloroethene ND 0.20 ppb v/v 08/08/24 10:41 1
Trichlorofluoromethane ND 0.20 ppb v/v 08/08/24 10:41 1
Vinyl acetate ND 5.0 ppb v/v 08/08/24 10:41 1
Vinyl bromide ND 0.20 ppb v/v 08/08/24 10:41 1
Vinyl chloride ND 0.40 ppb v/v 08/08/24 10:41 1
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,1,1-Trichloroethane ND 1.1 ug/m3 08/08/24 10:41 1
1,1,2,2-Tetrachloroethane ND 1.4 ug/m3 08/08/24 10:41 1
1,1,2-Trichloro-1,2,2-trifluoroethane ND 1.5 ug/m3 08/08/24 10:41 1
1,1,2-Trichloroethane ND 1.1 ug/m3 08/08/24 10:41 1
1,1-Dichloroethane ND 0.81 ug/m3 08/08/24 10:41 1 ❑
1,1-Dichloroethene ND 0.79 ug/m3 08/08/24 10:41 1
1,2,4-Trichlorobenzene ND 15 ug/m3 08/08/24 10:41 1
1,2,4-Trimethylbenzene ND 0.98 ug/m3 08/08/24 10:41 1
1,2-Dibromoethane(EDB) ND 1.5 ug/m3 08/08/24 10:41 1
1,2-Dichloro-1,1,2,2-tetrafluoroethane ND 1.4 ug/m3 08/08/24 10:41 1
1,2-Dichlorobenzene ND 2.4 ug/m3 08/08/24 10:41 1
1,2-Dichloroethane ND 0.81 ug/m3 08/08/24 10:41 1
1,2-Dichloropropane ND 0.92 ug/m3 08/08/24 10:41 1
1,3,5-Trimethylbenzene ND 2.0 ug/m3 08/08/24 10:41 1
1,3-Dichlorobenzene ND 1.2 ug/m3 08/08/24 10:41 1
1,4-Dichlorobenzene ND 1.2 ug/m3 08/08/24 10:41 1
1,4-Dioxane ND 18 ug/m3 08/08/24 10:41 1
2-Butanone(MEK) ND 2.9 ug/m3 08/08/24 10:41 1
4-Methyl-2-pentanone(MIBK) ND 4.1 ug/m3 08/08/24 10:41 1
Acetone ND 18 ug/m3 08/08/24 10:41 1
Benzene ND 0.64 ug/m3 08/08/24 10:41 1
Benzyl chloride ND 4.1 ug/m3 08/08/24 10:41 1
Bromodichloromethane ND 1.3 ug/m3 08/08/24 10:41 1
Bromoform ND 2.1 ug/m3 08/08/24 10:41 1
Bromomethane ND 0.78 ug/m3 08/08/24 10:41 1
Carbon disulfide ND 1.6 ug/m3 08/08/24 10:41 1
Carbon tetrachloride ND 1.3 ug/m3 08/08/24 10:41 1
Chlorobenzene ND 0.92 ug/m3 08/08/24 10:41 1
Chloroethane ND 2.1 ug/m3 08/08/24 10:41 1
Chloroform ND 0.98 ug/m3 08/08/24 10:41 1
Chloromethane ND 2.1 ug/m3 08/08/24 10:41 1
cis-1,2-Dichloroethene ND 0.79 ug/m3 08/08/24 10:41 1
cis-1,3-Dichloropropene ND 1.8 ug/m3 08/08/24 10:41 1
Cyclohexane ND 1.7 ug/m3 08/08/24 10:41 1
Dibromochloromethane ND 1.7 ug/m3 08/08/24 10:41 1
Dichlorodifluoromethane ND 2.5 ug/m3 08/08/24 10:41 1
Ethylbenzene ND 0.87 ug/m3 08/08/24 10:41 1
Hexachlorobutadiene ND 11 ug/m3 08/08/24 10:41 1
Eurofins Knoxville
Page 14 of 24 8/16/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: MB 140-89634/4 Client Sample ID: Method Blank
Matrix: Air Prep Type: Total/NA
Analysis Batch: 89634
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Hexane ND 2.8 ug/m3 08/08/24 10:41 1
Isopropyl alcohol ND 12 ug/m3 08/08/24 10:41 1
Isopropylbenzene ND 3.9 ug/m3 08/08/24 10:41 1
Methyl tert-butyl ether ND 3.6 ug/m3 08/08/24 10:41 1
Methylene Chloride ND 3.5 ug/m3 08/08/24 10:41 1
m-Xylene&p-Xylene ND 3.5 ug/m3 08/08/24 10:41 1
Naphthalene ND 2.6 ug/m3 08/08/24 10:41 1
o-Xylene ND 0.87 ug/m3 08/08/24 10:41 1
Styrene ND 0.85 ug/m3 08/08/24 10:41 1
Tetrachloroethene ND 1.4 ug/m3 08/08/24 10:41 1
Tetrahydrofuran ND 15 ug/m3 08/08/24 10:41 1
Toluene ND 3.8 ug/m3 08/08/24 10:41 1
trans-1,2-Dichloroethene ND 0.79 ug/m3 08/08/24 10:41 1
trans-1,3-Dichloropropene ND 0.91 ug/m3 08/08/24 10:41 1
Trichloroethene ND 1.1 ug/m3 08/08/24 10:41 1
Trichlorofluoromethane ND 1.1 ug/m3 08/08/24 10:41 1 ❑
Vinyl acetate ND 18 ug/m3 08/08/24 10:41 1
Vinyl bromide ND 0.87 ug/m3 08/08/24 10:41 1
Vinyl chloride ND 1.0 ug/m3 08/08/24 10:41 1
Lab Sample ID: LCS 140-89634/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 89634
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,1,1-Trichloroethane 1.60 1.71 ppb v/v 107 70-130
1,1,2,2-Tetrachloroethane 1.60 1.92 ppb v/v 120 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha 1.60 1.76 ppb v/v 110 70-130
ne
1,1,2-Trichloroethane 1.60 1.88 ppb v/v 118 70-130
1,1-Dichloroethane 1.60 1.88 ppb v/v 118 70-130
1,1-Dichloroethene 1.60 1.73 ppb v/v 108 70-130
1,2,4-Trichlorobenzene 1.60 1.62 ppb v/v 101 60-140
1,2,4-Trimethylbenzene 1.60 1.86 ppb v/v 116 70-130
1,2-Dibromoethane(EDB) 1.60 1.75 ppb v/v 109 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet 1.60 1.67 ppb v/v 104 60-140
hane
1,2-Dichlorobenzene 1.60 1.77 ppb v/v 111 70-130
1,2-Dichloroethane 1.60 1.73 ppb v/v 108 70-130
1,2-Dichloropropane 1.60 1.94 ppb v/v 121 70-130
1,3,5-Trimethylbenzene 1.60 2.17 .+ ppb v/v 135 70-130
1,3-Dichlorobenzene 1.60 1.90 ppb v/v 119 70-130
1,4-Dichlorobenzene 1.60 1.91 ppb v/v 119 70-130
1,4-Dioxane 1.60 1.68 J ppb v/v 105 60-140
2-Butanone(MEK) 1.60 1.78 ppb v/v 111 60-140
4-Methyl-2-pentanone(MIBK) 1.60 1.81 ppb v/v 113 60-140
Acetone 1.60 1.72 J ppb v/v 107 60-140
Benzene 1.60 1.78 ppb v/v 111 70-130
Benzyl chloride 1.60 1.94 ppb v/v 121 70-130
Eurofins Knoxville
Page 15 of 24 8/16/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: LCS 140-89634/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 89634
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
Bromodichloromethane 1.60 1.87 ppb v/v 117 70-130
Bromoform 1.60 1.71 ppb v/v 107 60-140
Bromomethane 1.60 1.79 ppb v/v 112 70-130
Carbon disulfide 1.60 1.86 ppb v/v 116 70-130
Carbon tetrachloride 1.60 1.58 ppb v/v 99 70-130
Chlorobenzene 1.60 1.74 ppb v/v 109 70-130
Chloroethane 1.60 1.91 ppb v/v 119 70-130
Chloroform 1.60 1.78 ppb v/v 111 70-130
Chloromethane 1.60 1.90 ppb v/v 119 60-140
cis-1,2-Dichloroethene 1.60 1.82 ppb v/v 114 70-130
cis-1,3-Dichloropropene 1.60 1.93 ppb v/v 120 70-130
Cyclohexane 1.60 1.71 ppb v/v 107 70-130
Dibromochloromethane 1.60 1.76 ppb v/v 110 70-130
Dichlorodifluoromethane 1.60 1.91 ppb v/v 119 60-140
Ethylbenzene 1.60 1.80 ppb v/v 112 70-130 ❑
Hexachlorobutadiene 1.60 1.54 ppb v/v 96 60-140
Hexane 1.60 1.86 ppb v/v 116 70-130
Isopropyl alcohol 1.60 2.10 ppb v/v 131 60-140
Isopropylbenzene 1.60 1.93 ppb v/v 121 70-130
Methyl tert-butyl ether 1.60 1.79 ppb v/v 112 60-140
Methylene Chloride 1.60 1.74 ppb v/v 109 70-130
m-Xylene&p-Xylene 3.20 3.71 ppb v/v 116 70-130
Naphthalene 1.60 1.62 ppb v/v 101 60-140
o-Xylene 1.60 1.81 ppb v/v 113 70-130
Styrene 1.60 1.78 ppb v/v 111 70-130
Tetrachloroethene 1.60 1.64 ppb v/v 102 70-130
Tetrahydrofuran 1.60 1.91 J ppb v/v 119 60-140
Toluene 1.60 1.78 ppb v/v 111 70-130
trans-1,2-Dichloroethene 1.60 1.76 ppb v/v 110 70-130
trans-1,3-Dichloropropene 1.60 1.93 ppb v/v 120 70-130
Trichloroethene 1.60 1.74 ppb v/v 109 70-130
Trichlorofluoromethane 1.60 1.68 ppb v/v 105 60-140
Vinyl acetate 1.60 1.92 J ppb v/v 120 60-140
Vinyl bromide 1.60 1.90 ppb v/v 119 60-140
Vinyl chloride 1.60 1.95 ppb v/v 122 70-130
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,1,1-Trichloroethane 8.7 9.32 ug/m3 107 70-130
1,1,2,2-Tetrachloroethane 11 13.2 ug/m3 120 70-130
1,1,2-Trichloro-1,2,2-trifluoroetha 12 13.5 ug/m3 110 70-130
ne
1,1,2-Trichloroethane 8.7 10.3 ug/m3 118 70-130
1,1-Dichloroethane 6.5 7.63 ug/m3 118 70-130
1,1-Dichloroethene 6.3 6.85 ug/m3 108 70-130
1,2,4-Trichlorobenzene 12 12.0 ug/m3 101 60-140
1,2,4-Tri methyl benzene 7.9 9.13 ug/m3 116 70-130
1,2-Dibromoethane(EDB) 12 13.4 ug/m3 109 70-130
1,2-Dichloro-1,1,2,2-tetrafluoroet 11 11.7 ug/m3 104 60-140
hane
Eurofins Knoxville
Page 16 of 24 8/16/2024

QC Sample Results C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued)
Lab Sample ID: LCS 140-89634/1002 Client Sample ID: Lab Control Sample
Matrix: Air Prep Type: Total/NA
Analysis Batch: 89634
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,2-Dichlorobenzene 9.6 10.7 ug/m3 111 70-130
1,2-Dichloroethane 6.5 7.00 ug/m3 108 70-130
1,2-Dichloropropane 7.4 8.98 ug/m3 121 70-130
1,3,5-Trimethylbenzene 7.9 10.6 *+ ug/m3 135 70-130
1,3-Dichlorobenzene 9.6 11.5 ug/m3 119 70-130
1,4-Dichlorobenzene 9.6 11.5 ug/m3 119 70-130
1,4-Dioxane 5.8 6.07 J ug/m3 105 60-140
2-Butanone(MEK) 4.7 5.26 ug/m3 111 60-140
4-Methyl-2-pentanone(MIBK) 6.6 7.41 ug/m3 113 60-140
Acetone 3.8 4.08 J ug/m3 107 60-140
Benzene 5.1 5.68 ug/m3 111 70-130
Benzyl chloride 8.3 10.0 ug/m3 121 70-130
Bromodichloromethane 11 12.5 ug/m3 117 70-130
Bromoform 17 17.7 ug/m3 107 60-140
Bromomethane 6.2 6.94 ug/m3 112 70-130 ❑
Carbon disulfide 5.0 5.80 ug/m3 116 70-130
Carbon tetrachloride 10 9.94 ug/m3 99 70-130
Chlorobenzene 7.4 8.02 ug/m3 109 70-130
Chloroethane 4.2 5.04 ug/m3 119 70-130
Chloroform 7.8 8.71 ug/m3 111 70-130
Chloromethane 3.3 3.92 ug/m3 119 60-140
cis-1,2-Dichloroethene 6.3 7.21 ug/m3 114 70-130
cis-1,3-Dichloropropene 7.3 8.75 ug/m3 120 70-130
Cyclohexane 5.5 5.87 ug/m3 107 70-130
Dibromochloromethane 14 15.0 ug/m3 110 70-130
Dichlorodifluoromethane 7.9 9.43 ug/m3 119 60-140
Ethylbenzene 6.9 7.81 ug/m3 112 70-130
Hexachlorobutadiene 17 16.5 ug/m3 96 60-140
Hexane 5.6 6.55 ug/m3 116 70-130
Isopropyl alcohol 3.9 5.16 ug/m3 131 60-140
Isopropylbenzene 7.9 9.50 ug/m3 121 70-130
Methyl tert-butyl ether 5.8 6.45 ug/m3 112 60-140
Methylene Chloride 5.6 6.04 ug/m3 109 70-130
m-Xylene&p-Xylene 14 16.1 ug/m3 116 70-130
Naphthalene 8.4 8.50 ug/m3 101 60-140
o-Xylene 6.9 7.87 ug/m3 113 70-130
Styrene 6.8 7.60 ug/m3 111 70-130
Tetrachloroethene 11 11.1 ug/m3 102 70-130
Tetrahydrofuran 4.7 5.63 J ug/m3 119 60-140
Toluene 6.0 6.72 ug/m3 111 70-130
trans-1,2-Dichloroethene 6.3 6.97 ug/m3 110 70-130
trans-1,3-Dichloropropene 7.3 8.74 ug/m3 120 70-130
Trichloroethene 8.6 9.34 ug/m3 109 70-130
Trichlorofluoromethane 9.0 9.45 ug/m3 105 60-140
Vinyl acetate 5.6 6.76 J ug/m3 120 60-140
Vinyl bromide 7.0 8.30 ug/m3 119 60-140
Vinyl chloride 4.1 4.99 ug/m3 122 70-130
Eurofins Knoxville
Page 17 of 24 8/16/2024

QC Association Summary C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Air- GUMS VOA
Analysis Batch: 89634
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
140-37931-1 SVE-080624 Total/NA Air TO-15 89666
MB 140-89634/4 Method Blank Total/NA Air TO-15
LCS 140-89634/1002 Lab Control Sample Total/NA Air TO-15
Prep Batch: 89666
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
140-37931-1 SVE-080624 Total/NA Air Air Transfer
Eurofins Knoxville
Page 18 of 24 8/16/2024

Lab Chronicle C
Client: Hart& Hickman, PC Job ID: 140-37931-1
Project/Site: Mohican
Client Sample ID: SVE-080624 Lab Sample ID: 140-37931-1
Date Collected: 08/06/24 12:00 Matrix: Air
Date Received: 08/07/24 09:45
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 89666 08/07/24 16:28 BTB EET KNX
Total/NA Analysis TO-15 1322.45 90 mL 500 mL 89634 08/08/24 20:50 S1 K EET KNX
Instrument ID: MR
Client Sample ID: Method Blank Lab Sample ID: MB 140-89634/4
Date Collected: N/A Matrix: Air
Date Received: N/A E:
Batch Batch Dil 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 89634 08/08/24 10:41 S1 K EET KNX ml
Instrument ID: MR
Client Sample ID: Lab Control Sample Lab Sample ID: LCS 140-89634/1002
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 89634 08/08/24 09:48 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 8/16/2024

Accreditation/Certification Summary C
Client: Hart& Hickman, PC Job ID: 140-37931-1
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 06-17-25
Colorado State TN00009 02-28-25
Connecticut State PH-0223 10-01-26
Florida NELAP E87177 06-30-25
Georgia(DW) State 906 07-27-25
Hawaii State NA 07-27-25
Kansas NELAP E-10349 10-31-24
Kentucky(DW) State 90101 12-31-24
Louisiana(All) NELAP 83979 06-30-25
Louisiana(DW) State LA019 12-31-24 m
Maryland State 277 03-31-25
Michigan State 9933 07-27-25
Nevada State TN00009 10-31-24
New Hampshire NELAP 2999 01-17-25 ❑
New Jersey NELAP TN001 06-30-25
New York NELAP 10781 03-31-25
North Carolina(DW) State 21705 07-31-25
North Carolina(WW/SW) State 64 12-31-24
Oklahoma State 9415 08-31-24
Oregon NELAP TNIO189 01-01-25
Pennsylvania NELAP 68-00576 12-31-24
Tennessee State 02014 07-27-25
Texas NELAP T104704380-23-18 08-31-24
US Fish&Wildlife US Federal Programs 058448 07-31-25
USDA US Federal Programs 525-22-279-18762 10-06-25
Utah NELAP TN00009 07-31-24
Virginia NELAP 460176 09-14-24
Washington State C593 01-19-25
West Virginia(DW) State 9955C 12-31-24
West Virginia DEP State 345 04-30-25
Wisconsin State 998044300 08-31-24
"Accreditation/Certification renewal pending-accreditation/certification considered valid.
Eurofins Knoxville
Page 20 of 24 8/16/2024

Method Summary C
Client: Hart& Hickman, PC Job ID: 140-37931-1
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 8/16/2024

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Page 23 of 24 8/16/2024

Summa Canister Dilution Worksheet ❑
Client: Hart& Hickman, PC Job No.: 140-37931-1
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
140-37931-1 6 0 1.00 6.00 1.5 1.10 6.61 5 1322.45 3322.45 G510555 08/07/24 17:00 BTB
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 8/16/2024

Appendix D
Concentration vs. Time Graphs
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Report/Knitronics
hart w hickman
SMARTER ENVIRONMENTAL SOLUTIONS

MW-3S (Injection Area Well)
Concentrations vs. Time
90,000
I �PCE
f VC
I
80,000 cis-1,2-DCE
TCE
SRS®-SD Pilot Test Injection Event
70'000 — — SRS®-SD Phase I ERD Injection Event
SRS®-SD Phase 11 ERD Injection Event
I I I
J 60,000 i Phase II ERD Injection
IM
� I I
c 50,000
o I I
40,000
I
c Pilot Test Injection I I
V 30,000
I I I
I I I
20,000
I I I
I I
I
10,000
Phase I ERD Injection
N o o o h
0\0 `L o\o\�o� o\ \�o� o\�\�o� 'l\�\�o� �`vo\�o�
\ 0, \
Date
Hart&Hickman,PC

MW-6S (Injection Area Well)
Concentrations vs. Time
I
14000
I i
I Phase I ERD Injection
12000
I I �
I I Phase II ERD Injection
I I
J 10000
= I I I
0 8000 —
� I I I
L
I I I
0 6000 PCE
I t VC
ci Pilot Test Injection I I cis-1,2-DCE
4000 TCE
SRS&SD Pilot Test Injection Event
I I I
SRS®-SD Phase I ERD Injection Event
I I I
2000
I SRS®-SD Phase II ERD Injection Event
I I I
0
Ncb
41
Date
Hart&Hickman,PC

MW-9S (Injection Area Well)
Concentrations vs. Time
PCE
I I I �Vc
250000 cis-1,2-DCE
TCE
Phase I ERD Injection I SRS®-SD Pilot Test Injection Event
SRS®-SD Phase I ERD Injection Event
I I I
200000 SRS@-SD Phase II ERD Injection Event
I I I
� I I
Pilot Test Injection I I
0 150000
I I Phase II ERD Injection
� I
0 100000
U I I I
I I I
I I
I I
50000
I I I
I I
I I I
0
0
Date
Hart&Hickman,PC

MWA OS (Downgradient Well)
Concentrations vs. Time
30000
I �PCE
VC
I I I
I cis-1,2-DCE
TCE
25000
SRS®-SD Pilot Test Injection Event
I
Phase I ERD Injection I = — SRS®-SD Phase ERD Injection Event
SRS®-SD Phase II ERD Injection Event
I I I
J 20000
Phase II ERD Injection
o I
15000
I I
m
c
0 I I
V 10000
I
I
Pilot Test Injection I
5000
I I
I I I
I I I
I I
0
`L�p�•\ �\�p,`p �\�p�0 h
�prLr�
�\
p\`1' �p\
Date
Hart&Hickman,PC

MW-11S (Injection Area Well)
Concentrations vs. Time
30000
I I PCE
Phase I ERD Injection , Vic cis-1,2-DCE
TCE
25000
I — � SRS®-SD Pilot Test Injection Event
SRSOO-SD Phase I ERD Injection Event
I I I
SRS®-SD Phase II ERD Injection Event
I I
20000
I I
� I I
I I
o I I
15000
L
c I I
I Phase II ERD Injection
o I
V 10000
I I
Pilot Test Injection
' I I
5000
I I I
I I
I I I
0 _ _461
CP
Date
Hart&Hickman,PC

MW-11 D (Injection Area Deeper Well)
Concentrations vs. Time
1200
I � �PCE
I I VC
I I I
cis-1,2-DCE
I I I
TCE
1000
SRS®-SD Pilot Test Injection Event
SRS®-SD Phase I ERD Injection Event
SRS@-SD Phase II ERD Injection Event
800 /100�
J
I Phase II ERD Injection
� I I
g I
4a 600
Pilot Test Injection I I
� I I
0 I I I
V 400
I I
I Phase I ERD Injection Ix Y
I I I
200
I I
I I I
I I I
o _ P11
�� No 0 0
CP
Date
Hart&Hickman,PC

Appendix E
SVE System Performance Graphs
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Report/Knitronics
hart w hickman
SMARTER ENVIRONMENTAL SOLUTIONS

SVE System Off-Gas VOC Concentration
9,000,000
8,000,000 SVE System Shutdown
10/9/2023
7,000,000
6,000,000
C 5,000,000
SVE System Re-Start
10/30/2023
y 4,000,000
v
c
O
V 3,000,000
t)
O
O 2,000,000
H
SVE System Start-up
1,000,000 1/12/2022
0
�1
Date
Notes:
VOC=volatile organic compound;µg/m3=micrograms per cubic meter
Appendix E (Page 1 of 3)
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Tables/Knitronics System Tables August 2024 Hart& Hickman,PC

SVE System Cumulative Mass Removal
40,000
35,000
SVE System Start-up
30,000 1/12/2022
rn
25,000
O
d
W 20,000
rn
W
R
15,000
10,000
5,000
0
01 0 0> 0 1 > 9 1 O� OS O> 09� S 9 � S
O O O O O O O O O O O O O O O O O
1� 1� 1� 1� 1� 1� 1� 1� 1�
Date
Notes:
Tetrachloroethene (PCE)was the only compound detected in the analytical samples collected.
Ibs= pounds
Appendix E (Page 2 of 3)
https://harthick.sharepoint.com/sites/M asterl'i les-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Ta bles/Knitronics SVE Tables Sept 2024 Hart& Hickman,PC

SVE System Daily Average Mass Removal
180
160
140
120
R
0 100
d
N
UJ 80
R
60
SVE System
Shutdown
40
SVE System Start-up Check Rebound
1/12/2022
20
0
01 01, Os. O> 09 11 OV 019 OS. O> 09 OV 019 OS. O> 00
01 01 01 01 01 O� 01 OZ 01 01 01 01 OZ OZ 01 O� 01
Date
Notes:
Tetrachloroethene (PCE)was the only compound detected in the analytical samples collected.
Ibs= pounds
Appendix E (Page 3 of3)
https://harthick.sharepoint.com/sites/M asterFiles-1/Shared Documents/AAA-Master Projects/Mohican Mills-MOH/MOH-015 Knitronics 2024/Ta bles/Knitronics SVE Tables Sept 2024 Hart&Hickman, Pl./