5002_JacksonCounty_MSWLF_CDLF_March23GW_FID1818165_20230926

DENR USE ONLY ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event#:
NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reoortina Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Anchor QEA of North Carolina, PLLC
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Chuck Pippin Phone: [phone]
E-mail: [e-mail]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
Jackson County Municipal Solid US Highway 441 50-02 .1600 March 22 to 28, 2023
Waste Landfill Dillsboro, North Carolina 28725
Environmental Status: (Check all that apply)
Initial/Background Monitoring 0 Detection Monitoring Assessment Monitoring Corrective Action
T e of data submitted: (Check all that apply)
X Groundwater monitoring data from monitoring wells Methane gas monitoring data
X Groundwater monitoring data from private water supply wells Corrective action data (specify)
X Leachate monitoring data ❑
X Surface water monitoring data
Other(specify)
No. No groundwater or surface water standards were exceeded.
Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Chuck Pippin, P.G. Project Manager 828-281-3350
Facility Represent itle (Area Code) Telephone Number
9/26/2023 Affix NC Licensed/ Professional Geologist Seal
Signature j // / { / Date
231 Haywood Street Asheville, North Carolina 28801
Facility Representative Address
P-1649
NC PE Firm License Number (if applicable effective May 1, 2009)
I. \A C A R o •.,,,
GEN
1587
2?
��ykcFOLOG�S�`Q� .
S G. ­00
Revised 6/2009

F r
l l
i
September 2023 ANCHOR
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 INZ Q E A `'`'"
Spring 2023
Semiannual Water Quality Monitoring Report
Prepared for Jackson County Solid Waste Department

September 2023
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02
Spring 2023
Semiannual Water Quality Monitoring Report
Prepared for
Jackson County Solid Waste Department
401 Grindstaff Cove Road
Sylva, North Carolina 28779
Prepared by
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
J ssica Ma rs
SVff Scientist
Project Number: C01480-01.02
\\WCL-FS1\Asheville\Projects\Jackson County\02_Reports - Groundwater\2023\01_Spring\Deliverables\a_Draft SubmittalWackson County -Semiannual
Water Quality Report_Spring_2023.docx

Table of Contents
Table of Contents
Abbreviations
1 Introduction
1
2 Semiannual Monitoring...........................................................................................................3
2.1 Groundwater, Surface Water, Domestic Well, and Leachate Sampling..........................................3
2.1.1 Monitoring Well Purging and Sampling Methods.................................................................3
2.1.2 Surface Water Sampling Methods................................................................................................4
2.1.3 Leachate Sampling Methods..........................................................................................................5
2.1.4 Domestic Well Sampling Methods...............................................................................................5
2.2 Sample Handling, Documentation, and Analysis....................................................................................5
2.2.1 Sampling Schedule.............................................................................................................................5
2.2.2 Spring 2023 Sampling.......................................................................................................................6
3 Findings........................................................................................................................................8
3.1
Groundwater.........................................................................................................................................................8
3.1.1 Field Parameters..................................................................................................................................9
3.1.2 Appendix I Metals (Total).................................................................................................................9
3.1.3 Appendix I Metals (Dissolved).....................................................................................................
10
3.1.4 Appendix I VOCs and 1,4-Dioxane............................................................................................
10
3.1.5 Natural Attenuation Parameters.................................................................................................
11
3.1.6 Surface Water.....................................................................................................................................
11
3.1.7 Field Parameters...............................................................................................................................
11
3.1.8 Appendix I Metals............................................................................................................................
12
3.1.9 Appendix I VOCs and 1,4-Dioxane............................................................................................
12
3.2
Leachate...............................................................................................................................................................12
3.3
Domestic Well....................................................................................................................................................
13
3.3.1 Field Parameters...............................................................................................................................
13
3.3.2 VOCs......................................................................................................................................................
13
3.4
Groundwater Flow Directions......................................................................................................................
13
4 Summary....................................................................................................................................14
4.1 Groundwater Quality...................................................................................................................................... 14
4.1.1 Appendix I Metals............................................................................................................................ 14
Spring 2023 Semiannual
Water Quality Monitoring Report i September 2023

4.1.2 Appendix I Volatile Organic Compounds and 1,4-Dioxane............................................. 14
4.1.3 Field Parameters and Other Constituents............................................................................... 14
4.2 Surface Water Quality..................................................................................................................................... 14
4.3 Leachate Quality............................................................................................................................................... 15
4.4 Domestic Well Water Quality...................................................................................................................... 15
5 Future Activities
16
6 References.................................................................................................................................17
TABLES
Table 1 Summary of Laboratory Analyses Performed on Samples
Table 2 Well Construction Details and Corresponding Elevations
Table 3 Analytical Summary
Table 4 Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
FIGURES
Figure 1
Site Location Map
Figure 2
Site Layout Map
Figure 3
Generalized Groundwater Flow Direction
Figure 4
Hydrograph and Constituents of Concern Versus Time —
MW-01
Figure 5
Hydrograph and Constituents of Concern Versus Time —
MW-02
Figure 6
Hydrograph and Constituents of Concern Versus Time —
MW-03
Figure 7
Hydrograph and Constituents of Concern Versus Time —
MW-04
Figure 8
Hydrograph and Constituents of Concern Versus Time —
MW-05R
Figure 9
Hydrograph and Constituents of Concern Versus Time —
MW-06
Figure 10
Hydrograph and Constituents of Concern Versus Time —
MW-07
APPENDICES
Appendix A Well Sampling Logs, and Equipment Documentation and Instrument Calibration
Data Sheets
Appendix B Reports of Laboratory Analysis, Chain -of -Custody Documentation,
and Certificates of Analysis
Spring 2023 Semiannual
Water Quality Monitoring Report ii September 2023

Abbreviations
pg/L micrograms per liter
pmhos/cm micromhos per centimeter
2L standard 15A NCAC 2L.0202 Groundwater Standard
CAER Five -Year Corrective Action Evaluation Report
CAP Corrective Action Plan
DEQ North Carolina Department of Environmental Quality
DO dissolved oxygen
EPA U.S. Environmental Protection Agency
IMAC interim maximum allowable concentration
J estimated concentration that is greater than the analytical laboratory's method
detection limit and less than the practical quantitation limit
MDL method detection limit
mg/L milligrams per liter
MNA monitored natural attenuation
mV millivolts
NCAC North Carolina Administrative Code
NTU nephelometric turbidity unit
ORP oxidation reduction potential
PWR partially weathered rock
SC specific conductivity
Site closed Municipal Solid Waste Landfill
SM Standard Method
SU standard unit
SWS Solid Waste Section
TWSA Tuckasegee Water & Sewer Authority
VOC volatile organic compound
Spring 2023 Semiannual
Water Quality Monitoring Report iii September 2023

1 Introduction
The Jackson County Solid Waste Department maintains a closed Municipal Solid Waste Landfill (Site)
approximately 0.75 mile west of Dillsboro, North Carolina, on the northeast side of
Old Dillsboro Road (Old U.S. Highway 74; Figure 1). Water quality monitoring at the landfill is
governed by the North Carolina Department of Environmental Quality (DEQ), Division of Waste
Management, Solid Waste Section (SWS), under Permit No. 50-02 issued to Jackson County. The
landfill permit requires semiannual monitoring of groundwater and surface water quality.
Since October 2007, when Anchor QEA of North Carolina, PLLC, began performing water quality
monitoring events at the Site, groundwater quality monitoring has indicated persistent low-level
concentrations of constituents that exceeded groundwater quality standards. In response to the
continued exceedances of the analyzed constituents, an Assessment of Corrective Measures was
submitted to the North Carolina Department of Environment and Natural Resources (now DEQ) on
September 7, 2010 (Altamont 2010). A Corrective Action Plan (CAP; Altamont 2011) was implemented
upon approval by the North Carolina Department of Environmental and Natural Resources, as
recorded in the September 1, 2011, letter regarding "Approval of the County's Corrective Action
Plan" (DENR 2011). The implemented remedy includes the extraction of leachate through dedicated
submersible pumps installed within landfill gas extraction wells and disposal of the leachate into the
Tuckasegee Water & Sewer Authority (TWSA) collection system. In addition to the leachate
extraction, groundwater natural attenuation parameters are monitored, and natural attenuation
processes are evaluated. As discussed in the CAP, a corrective action evaluation report is prepared
every 5 years. The evaluation report analyzes the progress of the approved corrective action remedy
based on semiannual water quality monitoring data. The remedy was implemented in a phased
approach, with full implementation occurring on September 6, 2013. The first Five -Year Corrective
Action Evaluation Report (CAER), submitted by Altamont on October 31, 2016 (Altamont 2016),
concluded that the current conditions of the monitored natural attenuation (MNA) parameters and
Site geochemical parameters allow for the slow degradation of the select contaminants identified in
the CAER. The second CAER was submitted by Anchor QEA on January 13, 2022, and concluded that
the leachate extraction system has improved but still does not align with the anticipated
performance as modeled in the CAP.
This report serves as the first semiannual water quality monitoring report for 2023. The report
provides an evaluation of groundwater and surface water quality. The water quality monitoring
network is presented in Figure 2. The generalized groundwater flow direction in the upper parts of
the underlying aquifer system is provided in Figure 3. In addition to groundwater and surface water
monitoring, this report includes analysis of the extracted leachate and two domestic water wells. The
water samples collected from selected monitoring points during the spring sampling event were
analyzed for a range of parameters, as presented in Section 2.2 and Table 1. The spring 2023
Spring 2023 Semiannual
Water Quality Monitoring Report 1 September 2023

sampling event was performed on March 22, 23, 27, and 28, 2023 and is being reported in
accordance with requirements stipulated in the DEQ Solid Waste Management Rules codified under
Title 15A, Subchapter 13B of the North Carolina Administrative Code (NCAC).
Spring 2023 Semiannual
Water Quality Monitoring Report 2 September 2023

2 Semiannual Monitoring
2.1 Groundwater, Surface Water, Domestic Well, and Leachate
Sampling
The Site monitoring wells (MW-01, MW-02, MW-03, MW-04, MW-05R, MW-06, and MW-07), surface
water sample locations (SW-01, SW-02, and SW-03), leachate sample location (LT-01), and domestic
wells (DW-01 and DW-02) were sampled between March 22 and 28, 2023, by Anchor QEA. Surface
water sample location, SW-03, was added during the spring 2022 sampling event following a request
by DEQ to include one additional new surface water sampling location between SW-01 and SW-02 to
further monitor 1,4-dioxane. The request was included in the letter to Jackson County from DEQ
regarding review and approval of the Five -Year CAER, dated February 3, 2022. Static groundwater
level measurements and field parameter data are included on the sampling logs presented in
Appendix A. Field equipment calibration logs for the YSI Professional Plus Multiparameter Water
Quality Meter and the Hach 2100Q Turbidimeter are also provided in Appendix A. The full suite of
groundwater and surface water laboratory analytical results is presented in the laboratory analysis
reports in Appendix B.
Monitoring wells MW-01 and MW-06 are considered to be the Site's upgradient monitoring wells;
MW-03 and MW-05R are located in the mid -gradient portion of the Site; and MW-02, MW-04, and
MW-07 monitor downgradient portions of the Site. As summarized in Table 2, the total depths of the
monitoring wells range from 43 to 110.5 feet below ground surface. The geology of the screened
intervals of the monitoring wells is as follows:
• Saprolite': MW-04 and MW-05R
• Partially weathered rock (PWR)2: MW-03
• Bedrock3: MW-01, MW-02, MW-06, and MW-07
The locations of the monitoring wells, surface water samples, leachate, and domestic well sample
locations are shown in Figure 2.
2.1. 7 Monitoring Well Purging and Sampling Methods
Before the monitoring wells were sampled, the static water level was gauged in each well, and an
initial round of field parameters was measured (consisting of pH, specific conductivity [SC], dissolved
oxygen [DO], turbidity, temperature, and oxidation reduction potential [ORP]).
Saprolite is the result of in -place weathering that produces soil -like material that retains relict features of the parent rock.
z PWR is generally found above the bedrock and is softer than bedrock, but not as soft as saprolite.
3 Bedrock is solid competent rock that underlies Saprolite and partially weathered rock.
Spring 2023 Semiannual
Water Quality Monitoring Report 3 September 2023

Anchor QEA personnel used either low -flow techniques or disposable bailers to purge the
monitoring wells and collect groundwater samples. The total depth, condition of the casing, and
groundwater recharge rate determined the purging and sample collection method employed at each
monitoring well.
Four of the monitoring wells (MW-03, MW-04, MW-064, and MW-07) were purged using low -flow
techniques in accordance with the procedures described by the U.S. Environmental Protection
Agency (EPA) in Low -Flow (Minimal Drawdown) Ground -Water Sampling Procedures (EPA 1996).
During purging, the field parameters (pH, SC, DO, ORP, turbidity, and temperature) were measured
and recorded approximately every 3 minutes. Well purging continued until these parameters had
generally stabilized for three consecutive readings. The required stabilization criteria are determined
by the EPA Region 4 Science and Ecosystem Support Division in Operating Procedure: Groundwater
Sampling (EPA 2017) and are summarized as follows:
• pH values within ±0.1 standard unit (SU)
• SC values within ±5%
• Temperature, DO, and turbidity values within ±10%
• ORP values within ±10 millivolts (mV)
Once the parameters had stabilized, a groundwater sample was collected by field personnel wearing
a new pair of nitrile gloves, using laboratory -supplied sample containers.
Because of their slow recharge rates, monitoring wells MW-01, MW-02, and MW-05R were purged
and sampled using disposable bailers. The three wells were purged dry on March 21 and sampled on
March 23, 2023, after they had sufficient time to recharge. A round of field parameters was measured
and recorded at the start of purging and after each consecutive well volume had been purged.
Field parameter data are shown in the well sampling logs included in Appendix A.
2.1.2 Surface Water Sampling Methods
Surface water samples SW-01, SW-02, and SW-03 were collected on March 23, 2023, at designated
locations from the Tuckasegee River, which is adjacent to and southwest of the landfill (Figure 2).
Sampling location SW-01 is assumed to represent surface water quality upstream of the landfill, and
sampling location SW-02 is assumed to represent surface water quality downstream of the landfill.
SW-03 is assumed to represent surface water quality adjacent to the landfill. One round of field
parameters was measured and recorded at each surface water sampling location immediately prior
° MW-06 was also sampled using a bailer on March 28, 2023, to collect a sample for nitrate analysis. The original nitrate analysis was
not analyzed within hold time by the analytical laboratory.
Spring 2023 Semiannual
Water Quality Monitoring Report 4 September 2023

to collecting the sample (Appendix A). The surface water samples were collected in
laboratory -provided sample containers by a technician wearing a new pair of nitrile gloves.
2. 7.3 Leachate Sampling Methods
Dedicated bottom -loading air -powered pumps, air pressure lines, and a leachate force main
collection system are installed at the landfill. Pumps are installed in landfill gas extraction wells
EW-1 R, EW-2R, EW-31R, EW-4, EW-5, EW-6, EW-7, EW-8, EW-9, and EW-10. The gas extraction well
locations are presented in Figure 2. The leachate is pumped from the wells into a flow equalization
tank, which is connected to the TWSA wastewater collection system.
The flow equalization tank is east of the landfill, adjacent to the existing landfill gas flare. A grab
sample of leachate (LT-01) was acquired on March 28, 2023, by collecting a sample as the leachate
entered the flow equalization tank. One round of field parameters was measured and recorded after
the sample was collected (Appendix A).
2.1.4 Domestic Well Sampling Methods
The domestic well water samples (DW-01 and DW-02) were collected on March 28, 2023, from an
outside spigot at the residence located at 318 Joe Wilkey Road (DW-01) and 138 Joe Wilkey Road
(DW-02), bordering the northern boundary of the landfill (Figure 2). Each well was purged of
30 gallons prior to sample collection. One round of field parameters was measured and recorded
after the 30 gallons had been purged. The domestic well water samples were collected in
laboratory -provided sample containers by field personnel wearing new nitrile gloves.
2.2 Sample Handling, Documentation, and Analysis
2.2. 7 Sampling Schedule
The sampling schedule for semiannual sampling events at the Jackson County Landfill is as follows:
Spring 2023 Semiannual
Water Quality Monitoring Report 5 September 2023

Parameter
Groundwater
Surface Water
Leachate
Domestic Well
Groundwater
Appendix I VOCs
Annual Spring
Annual Spring
Annual Spring
Not Applicable
Appendix I Metals
Annual Spring
Annual Spring
Annual Spring
Not Applicable
Appendix II VOC
Annual Fall
Annual Fall
Annual Fall
Not Applicable
Appendix 11 SVOC
Annual Fall
Annual Fall
Annual Fall
Not Applicable
Appendix II Metals
Annual Fall
Annual Fall
Annual Fall
Not Applicable
Mercury
Annual Fall
Annual Fall
Annual Fall
Not Applicable
1,4-Dioxane
Semiannual
Semiannual
Semiannual
Not Applicable
Herbicides and
Pesticides
Biennial — Fall
Even Years
Biennial — Fall
Even Years
Not Applicable
Not Applicable
MNA Parameters
Biennial Spring and Fall
Odd Years
Not Applicable
Not Applicable
Not Applicable
Hardness
Not Applicable
Semiannual
Not Applicable
Not Applicable
VOC by 524.2
Not Applicable
Not Applicable
Not Applicable
Semiannual
2.2.2 Spring 2023 Sampling
Field parameters and additional observations pertaining to the Site sampling locations are provided
in the sampling logs (Appendix A). Following sample collection, each groundwater, surface water,
leachate, and domestic well water sample was immediately placed on ice in a sample cooler for
transport to Waypoint Analytical Laboratories, a North Carolina -certified laboratory in Charlotte,
North Carolina. The groundwater samples collected from the monitoring wells were analyzed for the
following parameters (Table 1):
• Appendix I metals, including mercury, using EPA Methods 6020B and 7470A
• Appendix I volatile organic compounds (VOCs) using EPA Method 8260D
• 1,4-dioxane using EPA Method 8260DSIM
• MNA parameters:
— Alkalinity, using Standard Method (SM) 2320B
— Biochemical oxygen demand (BOD; 5-day), using SM 5210B
— Volatile fatty acids, carbon dioxide, ethane, ethene, and methane, using Analytical
Method (AM) 20GAX
— Hydrogen (only in MW-03, MW-04, MW-06, and MW-07), using AM20GAX
— Chemical oxygen demand (COD), using SM 5220D
— Chloride, nitrate, and sulfate, using EPA Method 9056A
— Ferrous iron, using SM 3500-Fe D
— Sulfide, using SM 4500-S F
Spring 2023 Semiannual
Water Quality Monitoring Report 6 September 2023

— Total organic carbon (TOC), using SM 9060A
— Nitrate as N, chloride, and sulfate, using EPA Methods 9056A
The surface water samples were analyzed for the following parameters:
• Appendix I metals, including mercury, using EPA Methods 6020B and 7470A
• Appendix I VOCs using EPA Method 8260D
• 1,4-dioxane using EPA Method 8260DSIM
• Hardness using SM2340C
The leachate sample was analyzed for the following parameters:
• Appendix I VOCs, using EPA Method 8260D
• 1,4-dioxane, using EPA Method 8260DSIM
• Appendix I metals using EPA Method 6020B
The domestic well samples were analyzed for the following parameters:
• VOCs using EPA Method 524.2
Proper chain -of -custody documentation procedures were followed during collection and
transportation of each sample (Appendix B). Two trip blank samples for quality control/quality
assurance purposes were included in the sample coolers and analyzed for Appendix I VOCs when
applicable. The reports of the laboratory analyses are provided in Appendix B. Laboratory analyses
performed on the samples are summarized in Table 1.
Spring 2023 Semiannual
Water Quality Monitoring Report 7 September 2023

3 Findings
The field parameter data and laboratory analytical results for the groundwater samples (from
monitoring wells MW-01 through MW-07), surface water samples (SW-01, SW-02, and SW-03),
leachate sample (LT-01), and domestic well samples (DW-01 and DW-02) collected at the landfill are
included in Appendices A and B. The results are also submitted separately to the DEQ Division of
Waste Management SWS in the Electronic Data Deliverable format (DEQ 2020).
The laboratory analytical results were reported and appropriately qualified as follows:
• Non -Detections: Non -detections are values reported by the laboratory as less than the
method detection limits (MDLs). They are tabulated in Table 3 and flagged with a "U" qualifier.
The MDL is the minimum concentration of a substance that can be measured and reported by
a laboratory with 99% confidence that the constituent concentration is greater than zero.
• Estimated or "J" Qualified: A "Y' qualifier is used by the laboratory for parameters that are
detected at estimated concentrations greater than the MDL but less than the laboratory's
method reporting limit. The method reporting limit is the minimum concentration of a target
analyte that can be accurately determined by the referenced method.
• Groundwater Quality Standard: Detected concentrations of constituents in groundwater
samples were compared to applicable North Carolina groundwater quality standards. For
most constituents, this standard is defined in the 15A NCAC 2L.0202 Groundwater Standard
15A NCAC 2L.0202 (2L standard). Detected concentrations of analytes in groundwater with no
established 2L standard were compared to the interim maximum allowable concentrations
(IMACs) for Class GA and GSA groundwater (in accordance with 15A NCAC 02L.0202 [c]). For
the purposes of this report, groundwater standards were taken from the October 15, 2018, list
published by the North Carolina SWS (DEQ 2018).
• 2B Standard: Detections of analytes in surface water samples were compared to the surface
water quality standards defined in 15A NCAC 2B (213 standards). Hardness -dependent
2B surface water standards were calculated using the average analyzed hardness value
(calculated from the upstream and downstream surface water sampling location results) via
the most stringent hardness -dependent metal calculation.
Table 3 summarizes detected concentrations of analytes that exceeded their respective 2L standard,
IMAC, or 2B standard.
3.1 Groundwater
Measured field parameters and analytical results for groundwater samples collected from the
monitoring wells during the spring 2023 sampling event are discussed in the following sections and
summarized in Table 3.
Spring 2023 Semiannual
Water Quality Monitoring Report 8 September 2023

3.1.7 Field Parameters
Field parameter measurements were obtained from all Site monitoring wells (MW-01, MW-02,
MW-03, MW-04, MW-05R, MW-06, and MW-07). Field parameters are presented in Table 3 and
summarized below:
• pH: The pH readings ranged from 5.6 SU in MW-06 to 6.7 SU in MW-05R. Of these monitoring
wells, the pH values for MW-01, MW-02, MW-04, MW-06, and MW-07 were less than the
2L standard pH range of 6.5 to 8.5 SU. The pH values for MW-03 (6.6 SU) and MW-05R
(6.7 SU) were within the 2L standard pH range.
• Turbidity: Turbidity ranged from 0.46 nephelometric turbidity units (NTUs) in MW-04 to 197
NTU in MW-05R. Generally, the higher values were measured at the monitoring wells (MW-02
and MW-05R) that were purged and sampled using the bailer method (Section 2.1.1). The
bailers were lowered gently to minimize water column disturbance when the samples were
collected.
• Dissolved Oxygen (DO): DO concentrations at the Site ranged from 2.08 milligram per liter
(mg/L) in monitoring well MW-01 to 26.74 mg/L in monitoring well MW-04.
• SC: SC concentrations at the Site ranged from 68.7 micromhos per centimeter (pmhos/cm) in
monitoring well MW-06 to 819 pmhos/cm in monitoring well MW-07.
• Oxidation/Reduction Potential: ORP concentrations at the Site ranged from -95.7 mV in
monitoring well MW-05R to 539.1 mV in monitoring well MW-04.
3.1.2 Appendix 1 Metals (Total)
Thirteen metals were detected in one or more of the monitoring well samples. Three of these metals
(chromium, cobalt, and vanadium) were detected at concentrations above their respective 2L water
quality standards in one or more of the groundwater samples. A summary of the detections that
exceed the 2L standards is provided below.
• Chromium (21L standard of 10 pg/L): Chromium was detected in MW-02 at a concentration of
41.7 pg/L.
• Cobalt (21L standard of 1 pg/L): Cobalt was detected in MW-01, MW-02, MW-03, MW-05R,
MW-06, and MW-07. Cobalt concentrations in these samples ranged from 2.7 pg/L (MW-07)
to 115 pg/L (MW-01). As noted in Section 2.1, monitoring well MW-01 is considered to
represent upgradient conditions. The second upgradient well (MW-06) also showed an
exceedance of cobalt (13.8 pg/L). Historically, cobalt has been present at concentrations that
exceeded its applicable water quality standard in groundwater samples from each of the
seven monitoring wells.
• Vanadium (21L standard of 7 pg/L): Vanadium was detected in MW-02 at a concentration of
52.5 pg/L.
Spring 2023 Semiannual
Water Quality Monitoring Report 9 September 2023

These metals have historically been present at concentrations exceeding their water quality standard
in samples collected from multiple groundwater monitoring wells at the Site.
3.7.3 Appendix 1 Metals (Dissolved)
Laboratory -filtered analysis of Appendix I metals was performed for monitoring well samples MW-02
and MW-05R because of their elevated turbidity readings (111 and 197 NTU, respectively) during
sample collection. The reported concentrations for the dissolved metals were consistently lower than
the total unfiltered metals analytical results for each monitoring well. Dissolved concentrations for
chromium, cobalt, and vanadium were generally lower in concentration but still exceeded the 2L
standards (Table 3).
3.7.4 Appendix 1 VOCs and 7,4-Dioxane
Eleven VOCs were detected in one or more of the monitoring wells (Table 3). Four of these VOCs
(1,4-dioxane; benzene; vinyl chloride, and 1,4-dichlorbenzene) were detected at concentrations that
exceeded their respective 2L standards in the groundwater samples collected from one or more
monitoring wells. Concentration -versus -time graphs (trend plots) were created for the monitoring
wells that have historically exhibited the following VOC concentrations that exceeded the associated
2L standards (Figures 4 through 10):
• 1-4-dichlorobenzene (2L standard of 6 pg/L): The detected concentration of
1,4-dichlorobenzene exceeded its 2L standard in monitoring wells MW-05R (8.57 pg/L) and
MW-07 (6.20 pg/L). Historical 1,4-dichlorobenzene concentrations in MW-05R have
consistently fluctuated (Figure 8). The historical 1,4-dichlorobenzene concentrations in
MW-07 remain relatively stable (Figure 10).
• 1,4-dioxane (2L standard of 3 pg/L): The detected concentrations of 1,4-dioxane
exceeded its 2L standard in MW-04 (5.04 pg/L), MW-05R (6.18 pg/L), and MW-07 (15.8 pg/L).
1,4-dioxane was not detected in monitoring wells MW-01, MW-02, MW-03, or MW-06. In
general, the trend plot for 1,4-dioxane concentrations in MW-07 shows declining
concentrations since sampling for this compound began in October 2018 with the exception
of a peak of 20.2 pg/L in the fall of 2021.
• Benzene (2L standard of 1 pg/L): Benzene was detected at concentrations that exceeded its
2L standard in MW-05R (1.58 pg/L) and MW-07 (1.59 pg/L). Benzene has historically been
reported with exceedances in MW-01, MW-05R, and MW-07. Overall, benzene concentrations
in monitoring well MW-01 have shown a generalized downward trend since April 2007
(Figure 4), and for this sampling event it was not detected. Benzene concentrations at MW-
05R have fluctuated since 2012 (Figure 8). Benzene concentrations at MW-07 have been
relatively stable since 2011 (Figure 10).
• Vinyl chloride (2L standard of 0.03 pg/L): The concentrations of vinyl chloride in the samples
collected from MW-04 (0.210 pg/L) and MW-05R (0.684 pg/L) exceeded the compound's
Spring 2023 Semiannual
Water Quality Monitoring Report 10 September 2023

2L standard. Trend plots for vinyl chloride in MW-04 and MW-05R show fluctuating
concentrations (Figures 7 and 8).
A review of historical groundwater data indicates the VOCs (1,4-dichlorobenzene; 1,4-dioxane;
benzene; and vinyl chloride) exhibiting concentrations that exceeded the 2L standards during the
spring 2023 sampling event have been detected at relatively similar concentrations for the past
several years. As described in Section 3.2.3, historical surface water samples from the
Tuckasegee River, which may receive discharge from the saprolite groundwater -bearing zone, have
consistently shown no detections of these compounds or other VOCs.
3. 7.5 Natural Attenuation Parameters
During this sampling event, the groundwater samples were analyzed for MNA parameters as
described in Section 2.2 (Table 1). The results of these analyses are summarized in Table 35. These
parameters were detected in one or more groundwater samples collected from the monitoring wells.
Many of these parameters do not have established groundwater standards. Of the parameters that
do have established groundwater standards, only nitrate in MW-04 (25.8 mg/L) exceeded its
2L standard. An in-depth analysis of the MNA parameters that apply to the Site's select contaminants
was presented in the first and second Five -Year CAER (Altamont 2016, Anchor QEA, 2022). The CAER
concluded that the MNA data provide evidence that reductive degradation and aerobic degradation
are occurring in different portions of the Site. The dataset of the MNA parameters collected from
spring 2017 to spring 2026 will be used in the third Five -Year CAER (scheduled for fall 2026) to
evaluate the degradation processes at the Site.
3.1.6 Surface Water
The following sections summarize the measured field parameters and analytical results associated
with the two surface water samples collected during the spring 2023 sampling event.
3. 7.7 Field Parameters
Field parameters are presented in Table 3 and summarized below:
• pH: The pH readings for the upstream (SW-01), and midstream (SW-03), downstream (SW-02)
surface water samples collected during the spring 2023 sampling event were 7.1, 7.0, and
6.9 SU, respectively. The pH readings for all three surface water samples were within the
2B standard range of 6.0 to 9.0 SU.
5 The nitrate results for MW-02 and MW-03 and the ferrous iron results for MW-02, MW-03, MW-04, MW-05R, MW-06, and MW-07
were analyzed outside of the hold time due to laboratory error.
Spring 2023 Semiannual
Water Quality Monitoring Report 11 September 2023

• Turbidity: The turbidity values measured in SW-01 (6.04 NTU), SW-03 (5.57 NTU), and SW-02
(12.0 NTU) were less than the 2B standard, which is established at less than or equal to
50 NTU for the receiving water in streams not designated as trout waters.
• DO: DO was measured at a concentration of 11.4 mg/L in SW-01, 11.12 mg/L in SW-03, and
11.2 mg/L in SW-02. The 2B standard is established as greater than or equal to 6 mg/L; thus,
each sample is within the acceptable DO range.
• SC: SC values in surface water samples SW-01, SW-03, and SW-02 were recorded at 27.2,
25.3, 26.4 and pmhos/cm, respectively. These values of SC are consistent with historical data
for both surface water samples.
• ORP: ORP values for SW-01, SW-03,and SW-02 were 136, 167.6, 156.5 mV, respectively. These
observed values are consistent with historical data.
3.1.8 Appendix I Metals
Ten metals were detected in the three surface water sampling locations. Of these metals,
concentrations of zinc and lead exceeded applicable 213 standards. Zinc was reported at a
concentration greater than the 2B standard (14.08 pg/L) in SW-02 (18.5 pg/L). Lead was reported
with a concentration greater than NC213 (.15 pg/L) in SW-03 (0.285 J pg/L). Lead has historically been
detected above 2B standards at both the upstream and downstream sampling locations. In Spring
2023, lead was a non -detect in surface water samples SW-01 and SW-02.
3. 7.9 Appendix I VOCs and 1,4-Dioxane
Acetone was the only VOC detected in the surface water samples and was also detected at a similar
concentration in the trip blank sample included with the surface water samples.
3.2 Leachate
Eight metals (arsenic [15.4 pg/L], barium [1260 pg/L], chromium [20.3 pg/L], cobalt [9.39 J pg/L],
copper [8.50 J pg/L], lead [303 J pg/L], nickel [34.3 pg/L], and vanadium [26.5 J pg/L]) were detected
in the leachate sample (LT-01).
Four VOCs (1,4-dichlorobenzene [2.34 J pg/L]; 1,4-dioxane [48.7 pg/L]; 1,2-dichloroethene, cis-
[2.16 J pg/L]; and tetrahydrofuran [95.7 pg/L]) were detected in the leachate sample (LT-01).
On September 1, 2012, leachate extraction was initiated following installation of leachate extraction
pumps in the 10 landfill gas extraction wells at the Site (Figure 2). Based on readings taken from the
leachate totalizer during the March 2023 monitoring events, approximately 30,804 gallons of
leachate were discharged through a permanent connection to the TWSA between October 4, 2022,
and March 28, 2023.
Spring 2023 Semiannual
Water Quality Monitoring Report 12 September 2023

In fall 2013, the active portion of the approved corrective action remedy was initiated. Based on the
leachate analytical results for the sample collected on March 28, 2023, Anchor QEA estimates that
approximately 0.0382 pounds of VOCs were removed with the extracted leachate between the
October 2022 and March 2023 sampling events. Mass removal calculations through March 2023 are
included in Table 4.
3.3 Domestic Well
The following sections summarize measured field parameters and analytical results associated with
the domestic well water samples collected during the spring 2023 sampling event.
3.3.7 Field Parameters
The pH readings for the domestic well samples for DW-01 and DW-02 were 6.6 and 6.8 SU,
respectively, which are within the 2L standard range of 6.5 to 8.5 SU.
Turbidity measured in DW-01 was 32.6 NTU. DO was measured at a concentration of 18.82 mg/L in
DW-01. SC and ORP values in DW-01 were recorded at 63.3 pmhos/cm and 223.6 mV, respectively.
Turbidity measured in DW-02 was 1.19 NTU. DO was measured at a concentration of 22.69 mg/L in
DW-02. SC and ORP values in DW-02 were recorded at 63.3 pmhos/cm and 274 mV, respectively.
These parameters do not have established water quality standards.
3.3.2 VOCs
No VOCs were detected at concentrations that exceeded their respective MDLs in the domestic well
water samples.
3.4 Groundwater Flow Directions
Groundwater levels in the saprolite, PWR, and bedrock are monitored at the Site. Three of the
bedrock monitoring wells (MW-01, MW-02, and MW-06) are located in the northern and
northwestern portions of the Site (Figure 3; Table 2). The fourth bedrock monitoring well (MW-07) is
located southwest of the landfill (Figure 3). PWR monitoring well MW-03 and saprolite monitoring
wells MW-04 and MW-05R (Figure 3) are located in the south-central and southern parts of the
landfill, respectively. The spring 2023 water level data collected from the Site wells are presented in
Figure 3. These data were used to determine the generalized groundwater flow direction for all
aquifer zones, which is to the southwest (Figure 3).
Spring 2023 Semiannual
Water Quality Monitoring Report 13 September 2023

4 Summary
The first semiannual water quality monitoring event of 2023 for the Site was performed between
March 23 and 28, 2023. Appendices A and B and Table 3 provide detailed analytical results and field
data summarizing the groundwater, surface water, and leachate quality at the landfill.
4.1 Groundwater Quality
4.1. 7 Appendix I Metals
Three metals (chromium, cobalt, and vanadium) were detected at concentrations that exceeded their
associated groundwater quality standards in one or more of the monitoring wells (Table 3).
Chromium concentrations exceeded their 2L standard in MW-02. Cobalt concentrations exceeded
their 2L standard in all the collected groundwater samples with the exception of MW-04. Vanadium
exceeded its 2L concentration in MW-02. These results are consistent with historical data.
4.1.2 Appendix I Volatile Organic Compounds and 1,4-Dioxane
Four VOCs (1,4-dichlorobenzene; benzene; vinyl chloride; and 1,4-dioxane) were detected at
concentrations that exceeded their respective 2L standards (Table 3) in one or more monitoring
wells. Trend plots for samples from monitoring wells that had VOC concentrations that exceeded
their 2L standards (Figures 4 through 10) show relatively stable or declining concentrations with time.
4.1.3 Field Parameters and Other Constituents
Five of the seven samples collected from the monitoring wells had pH readings outside of the
2L standard range (6.5 to 8.5 SU). These results are consistent with historical data and are
characteristic of the natural groundwater quality of the region. Turbidity readings ranged from
0.46 NTU (MW-04) to 197 NTU (MW-05R).
4.2 Surface Water Quality
Laboratory estimated concentrations of lead greater than 2B standards were detected in surface
water sample SW-03 (midstream) at a concentration of 0.285 J pg/L. Zinc was detected in SW-02
(downstream) at a concentration greater than its 2B standard. Historically, detections of these metals
have been observed in the upstream sample location, SW-01, at similar concentrations, suggesting
that these metals are naturally occurring. Field parameters measured in all surface water samples,
including turbidity and DO, were within the 2B standards established for these parameters. The pH
measured at all surface water locations were within the range of 2B standards.
Spring 2023 Semiannual
Water Quality Monitoring Report 14 September 2023

4.3 Leachate Quality
The leachate sample (LT-01) was collected from the flow equalization tank and analyzed for
Appendix I VOCs and 1,4-dioxane. Four VOCs were detected in the leachate sample (Table 3). There
are no established water quality standards for leachate. 1,4-dioxane was detected at 48.7 fag/L, which
is higher than the detected concentrations of the compound in the monitoring well groundwater
samples.
4.4 Domestic Well Water Quality
No VOCs were detected at concentrations that exceeded their respective MDLs in the domestic well
water samples.
Spring 2023 Semiannual
Water Quality Monitoring Report 15 September 2023

5 Future Activities
Anchor QEA will continue to monitor the water quality on a semiannual basis at the Site. During fall
2023, domestic well owners will be contacted, and groundwater samples will be collected from
domestic wells if permitted by the well owner, and if possible, based on well pump operability.
Domestic well samples will be analyzed for VOCs only. Samples will be collected from the monitoring
wells, surface water monitoring points, and leachate flow equalization tank during fall 2023 and
spring 2024. The analytical suites associated with the current and future sampling events are outlined
in the 2011 CAP (Altamont 2011), the first CAER (Altamont 2016), and the second CAER (Anchor QEA
2022). The upcoming sampling event parameters are as follows:
Sampling Event
Analytical Suite
Appendix II VOCs (including 1,4-dioxane)
Fall 2023
Appendix II Metals (including Mercury)
Appendix II semivolatile organic compounds
MNA Parameters
Appendix I VOCs (including 1,4-dioxane)
Appendix I Metals
Spring 2024
Pesticides
Herbicides
Per the March 13, 2023, memorandum from the DEQ, per and polyfluoroalkyl substance (PFAS) will
also be analyzed during the fall 2023 and spring 2024 sampling events (DEQ 2023).
Spring 2023 Semiannual
Water Quality Monitoring Report 16 September 2023

6 References
Altamont (Altamont Environmental, Inc.), 2010. Assessment of Corrective Measures. Prepared for
North Carolina Department of Environment and Natural Resources. September 7, 2010.
Altamont, 2011. Corrective Action Plan. Prepared for North Carolina Department of Environment and
Natural Resources. June 30, 2011.
Altamont, 2016. Five -Year Corrective Action Evaluation Report. Prepared for North Carolina
Department of Environmental Quality. October 31, 2016.
Anchor QEA (Anchor QEA of North Carolina, PLLC), 2020. Spring 2020 Semiannual Water Quality
Monitoring Report. Prepared for Jackson County Solid Waste Department. June 2020.
Anchor QEA, 2022. Five -Year Corrective Action Evaluation Report. Prepared for North Carolina
Department of Environmental Quality. January 13, 2022.
DENR (North Carolina Department of Environmental and Natural Resources), 2011. Letter to:
Altamont Environmental, Inc. Regarding: Approval of the County's Corrective Action Plan.
September 1, 2011.
DEQ, 2018. "Groundwater Protection Compliance Standards — Constituents List." Last modified
October 15, 2018. Available at:
https://edocs.deq.nc.gov/WasteManagement/0/edoc/12571811SWS_EnviroMonitoring_Const
ituents_List.pdf?searchid=13f8efbl -eel l-485a-b03f-718f2287b271.
DEQ, 2020. Memorandum to: Solid Waste Directors, Landfill Owners/Operators, and North Carolina
Certified Laboratories. Regarding: New Electronic Data Deliverable (EDD) Format.
July 20, 2020.
DEQ, 2022. Letter to Jackson County from DEQ regarding review and approval of the Five -Year
Corrective Action Evaluation Report.
DEQ, 2023. Memorandum to: Solid Waste Directors and Landfill Owners/Operators. Regarding: PFAS
Monitoring Requirements for Solid Waste Sanitary Landfills, March 13, 2023.
EPA (U.S. Environmental Protection Agency), 1996. Low -Flow (Minimal Drawdown) Ground -Water
Sampling Procedures. Office of Land and Emergency Management, EPA/540/5-95/504.
EPA, 2017. Science and Ecosystem Support Division. Operating Procedure: Groundwater Sampling.
April 26, 2017.
Spring 2023 Semiannual
Water Quality Monitoring Report 17 September 2023

Tables

Figures

Appendix A
Well Sampling Logs, and Equipment
Documentation and Instrument
Calibration Data Sheets

Appendix B
Reports of Laboratory Analysis,
Chain -of -Custody Documentation,
and Certificates of Analysis

Tables

Table 1
Summary of Laboratory Analyses Performed on Samples
Groundwater Samples
Location ID
Date
Collected
Sample ID
Appendix I
VOCs
1,4-Dioxane
Appendix I
Metals
Mercury
Appendix II
SVOCs
Appendix II
Herbicides
Appendix II
Pesticides
EPA 8260D
EPA 8260D
SIM
EPA 6020B
EPA 7470A
EPA 8270D
EPA 8151A
EPA 8081 B
and 8141 B
MW-01
03/23/2023
MW-01-20230323
X
X
X
X
X
X
X
MW-02
03/23/2023
MW-02-20210310
X
X
X
X
X
X
X
MW-03
03/27/2023
MW-03-20230327
X
X
X
X
X
X
X
MW-04
03/28/2023
MW-04-20230328
X
X
X
X
X
X
X
MW-05R
03/23/2023
MW-05R-20230323
X
X
X
X
X
X
X
MW-06
03/22/2023
MW-06-20230322
X
X
X
X
X
X
X
MW-07
03/27/2023
MW-07-20230327
X
X
X
X
X
X
X
DUPLICATE
03/27/2023
DUP-20230327
X
X
X
X
X
X
X
Surface Water, Leachate, Domestic Well, and Quality Control Samples
Location ID
Date
Collected
Sample ID
Appendix I
VOCs
1,4-Dioxane
Appendix I
Metals
Mercury
Appendix II
SVOCs
Calcium,
Magnesium,
Hardness
VOCs
EPA 8260D
EPA 8260D
SIM
EPA 6020B
EPA 7470A
EPA 8270D
EPA 200.7
EPA 524.2
DW-01
03/28/2023
DW-01-20230328
X
DW-02
03/28/2023
DW-02-20230328
X
LT-01
03/28/2023
LT-01-20230328
X
X
X
SW-01
03/23/2023
SW-01-20230323
X
X
X
X
X
X
SW-02
03/23/2023
SW-02-20230323
X
X
X
X
X
X
SW-03
03/23/2023
SW-03-20230323
X
X
X
X
X
X
TB-01
03/23/2023
TB-20230323
X
TB-02
03/27/2023
TB-20230327
X
TB-03
03/28/2023
TB-20230328
X
Groundwater and Surface Water Samples: Monitored Natural Attenuation Parameters
Location ID
Date
Collected
Sample ID
COD
BOD
Ferrous Iron
Total
Alkalinity
to pH 4.5
Nitrate
as N
Chloride
Sulfate
TOC
Sulfide
Volatile Fatty
Acids
Carbon
Dioxide
Ethane,
Ethene,
Methane
Dissolved
Hydrogen
SM 5220D
SM 5210B
SM 3500-Fe D
SM 2320B
EPA 9056A
531OC-2011
SM4500-S2F
AM23G
AM20GAX and RSK 175
MW-01
03/23/2023
MW-01-20230323
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-02
03/23/2023
MW-02-20230323
X
X
X
X
X
X
X
MW-02
03/27/2023
MW-02-20230327
X
X
X
X
X
X
MW-03
03/27/2023
MW-03-20230327
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-03
03/28/2023
MW-03-20230328
X
X
X
X
MW-04
03/28/2023
MW-04-20230328
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-05R
03/23/2023
MW-05R-20230323
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-06
03/22/2023
MW-06-20230322
X
X
X
X
X
X
X
X
X
X
X
X
MW-06
03/28/2023
MW-06-20230328
X
MW-07
03/27/2023
MW-07-20230327
X
X
X
X
X
X
X
MW-07
03/28/2023
MW-07-20230328
X
X
X
X
X
X
DUPLICATE
03/27/2023
DUP-20230327
X
X
X
X
X
X
X
X
X
X
X
X
X
Notes:
1: An additional sample was collected for a laboratory -filtered dissolved metals analysis.
Appendix II constituents were analyzed per Title 40 Code of Federal Regulations, Part 258.
Blank cell: Analysis was not performed on that sample.
BOD: biochemical oxygen demand
COD: chemical oxygen demand
EPA: U.S. Environmental Protection Agency (method)
SIM: selective ion monitoring
SM: Standard Method
SVOC: semivolatile organic compound
TB: trip blank
TOC: total organic carbon
VOC: volatile organic compound
Spring 2023 Semiannual Water Quality Monitoring Report Page 1 of 1
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 2
Well Construction Details and Corresponding Elevations
Stick Up
Depth to
Depth to
Elevation of
Ground
(feet
Depth To
Approximate
Approximate
Top of
Bottom of
Top Elevation
Bottom of
Surface
TOC
above
Total Well
Water
Depth to
Top of Bedrock
Screened
Screened
of Screened
Screened
Geology of
Source of Well
Elevation
Elevation
ground
Depth
(feet below
Groundwater
Bedrock
Elevation
Interval
Interval
Interval
Interval
Screened
Construction
Facility Permit
Well ID
Date Drilled
(feet)
(feet)
surface)
(feet bgs)
TOC)
Elevation (feet)
(feet bgs)
(feet)
(feet bgs)
(feet bgs)
(feet)
(feet)
Interval
Information
MW-01
04/23/1992
2,169.40
2,171.42
2.0
110.5
107.58
2,063.84
83.0
2,086.40
95.0
110.0
2,074.40
2,059.40
Bedrock
MW-02
04/22/1992
2,013.15
2,015.38
2.3
60.7
43.25
1,972.13
13.0
2,000.15
45.0
60.0
1,968.15
1,953.15
Bedrock
Partially
S&ME, Inc.
MW-03
04/21/1992
2,044.16
2,045.53
1.3
65.5
46.38
1,999.15
57.0
1,987.16
48.5
63.5
1,995.66
1,980.66
Weathered Rock
50-02
MW-04
04/21/1992
1,978.68
1,980.77
2.0
43.0
25.50
1,955.27
NA
NA
25.0
40.0
1,953.68
1,938.68
Saprolite
MW-05R
01/26/2012
2,027.98
2,030.95
2.8
54.0
49.50
1,981.45
NA
NA
44.0
54.0
1,983.98
1,973.98
Saprolite
MW-06
03/23/2004
2,136.58
2,139.57
3.0
94.0
86.00
2,053.57
47.6
2,088.98
84.6
94.6
2,051.98
2,041.98
Bedrock
Altamont
Environmental, Inc.
MW-07
07/30/2010
1,978.71
1,981.29
2.6
95.0
31.92
1,949.37
44.0
1,935.00
70.0
95.0
1,908.71
1,883.71
Bedrock
Notes:
Elevations associated with wells MW-01, MW-02, MW-03, MW-04, and MW-06 are measured relative to mean sea level and are based on surveying completed by Davenport & Associates, Inc.
Elevations associated with wells MW-05R and MW-07 are measured relative to horizontal North American Datum 83 and are based on surveying completed by Wes Cole Land Surveying, PA.
Depth to water was measured on March 9 and 10, 2021.
Depth to bedrock and screened interval for MW-01 through MW-04 was taken from S&ME, Inc., boring logs completed April 21 through 23, 1992.
Depth to bedrock and screened interval for MW-06 was taken from an Altamont Environmental, Inc., boring log completed March 23, 2004.
Depth to bedrock and screened interval for MW-07 was taken from an Altamont Environmental, Inc., boring log completed July 30, 2010.
Depth to bedrock and screened interval for MW-05R was taken from an Altamont Environmental, Inc., boring loq completed January 26, 2012.
Monitoring well MW-05 was abandoned on January 26, 2012, by NYEG Drilling, LLC. Monitoring well MW-05R was installed by NYEG Drilling, LLC, on January 26, 2012, as a replacement to MW-05.
Monitorinq well MW-05R was surveyed by Wes Cole Land Surveyinq, PA, on September 28, 2012.
bgs: below ground surface
NA: not applicable
TOC: top of casing
Spring 2023 Semiannual Water Quality Monitoring Report Page 1 of 1
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
Location ID
Sample ID
Sample Date
Domestic Well Samples
Leachate
Sample
DW-01
DW-02
LT-01
MW-01
DW-01-
20230328
DW-02-
20230328
LT-01-20230328
MW-01-
20230323
3/28/2023
3/28/2023
3/28/2023
3/23/2023
NC2L
Method NC21- IMAC NC213
Conventional Parameters
Monitoring Well Samples
MW-02
MW-02
MW-03
MW-03
MW-04
MW-05R
MW-06
MW-02-
MW-02-
MW-03-
MW-03-
MW-04-
MW-05R-
MW-06-
20230323
20230327
20230327
20230328
20230328
20230323
20230322
3/23/2023
3/27/2023
3/27/2023
3/28/2023
3/28/2023
3/23/2023
3/22/2023
Water Level Depth (ft)
Field
--
--
--
--
--
--
107.58
43.25
--
46.38
--
25.5
49.5
86
Temperature (°C)
Field
--
--
--
15.0
13.6
14.0
15.2
15.0
--
16.9
--
14.9
17.0
12.2
pH (SU)
Field
6.5-8.5
--
6.0-9.0
6.6
6.8
7.5
5.8
6.0
--
6.6
--
5.8
6.7
5.6
Turbidity (NTU)
Field
--
--
<50
32.6
1.19
1000
5.02
111
--
3.86
--
0.46
197
1.73
Dissolved oxygen (mg/L)
Field
--
--
<6.0
18.82
22.69
14.33
2.08
6.73
--
13.67
--
26.74
5.64
7.29
Specific Conductivity (µmhos/cm)
Field
--
--
--
63.3
108.9
4376
187.4
206.7
--
375.1
--
527.2
665
68.7
ORP (mV)
Field
--
--
--
223.6
274
-190.7
25.5
189.2
--
163
--
539.1
-95.7
243.2
Hardness as Ca and Mg (mg/L)
EPA 200.7
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Monitored Natural Attenuation Results
Alkalinity, Total (µg/L)
SM2320B
--
--
20000
--
--
--
77000
--
34000
166000
--
106000
217000
35000
Biochemical oxygen demand (mg/L)
SM5210B
--
--
--
--
--
--
2.0 U
--
2.0 U
2.0 U
--
2.0 U
4.0
2.0 U
Chemical oxygen demand (mg/L)
SM5220C
--
--
--
--
--
--
9.0 J
101
--
16 J
--
16 J
22 J
9.0 J
Chloride (mg/L)
SW9056A
250
--
250
--
--
--
0.437 J
--
25.5
15.4
--
54.1
72.0
0.37 U
Nitrate as nitrogen (mg/L)
SW9056A
10
--
10
--
--
--
0.076 U
--
0.624 H
4.93 H
--
25.8
0.076 U
--
Sulfate (mg/L)
SW9056
250
--
250
--
--
--
0.650 U
--
10.8
2.79
--
94.9
0.65 U
0.65 U
Sulfide (mg/L)
SM4500S2F
--
--
--
--
--
--
0.830 U
0.830 U
--
0.830 U
--
17.3
0.83 U
0.83 U
Total organic carbon (mg/L)
SM5310B
--
--
--
--
--
--
0.902 J
1.02
--
3.13
--
2.29
3.12
0.684 J
Lactic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.59
1.2 J
--
0.39 J
--
0.53 U
3.3 J
0.39 J
Acetic acid (mg/L)
AM23G
5000
--
--
--
--
--
1.0
2.7 J
--
0.78
--
2.6 J
2.1 J
2.9
Propionic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.18 J
1.2 J
--
0.094 J
--
0.53 J
1.1 J
0.15 J
Formic acid (mg/L)
AM23G
--
--
--
--
--
--
7.2
67
--
6.1
--
54
65
7.1
Butyric Acid (mg/L)
AM23G
--
--
--
--
--
--
0.058 U
0.580 U
--
0.061 J
--
0.58 U
0.58 U
0.058 U
Pyruvic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.060 U
0.60 U
--
0.060 U
--
0.60 U
0.60 U
0.060 U
i-Pentanoic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.061 U
0.610 U
--
0.061 U
--
0.61 U
0.61 U
0.061 U
Pentanoic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.056 U
0.560 U
--
0.056 U
--
0.56 U
0.56 U
0.056 U
i-Hexanoic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.056 U
0.560 U
--
0.056 U
--
0.56 U
0.56 U
0.056 U
Hexanoic Acid (mg/L)
AM23G
--
--
--
--
--
--
0.059 J
0.58 U
--
0.13 J
--
0.58 U
0.58 U
0.058 U
Methane (µg/L)
AM20GAX
--
--
--
--
410
2.7 J
--
2.2 J
--
9.3
3600
2.7 J
Ethane (µg/L)
AM20GAX
--
--
--
--
--
--
0.17 U
0.19 J
--
0.17 U
--
0.29 J
1.3 J
0.17 U
Ethene (µg/L)
AM20GAX
--
--
--
--
--
--
0.24 U
0.25 J
--
0.24 U
--
0.24 U
1.2 J
0.24 U
Carbon dioxide (µg/L)
EPA RSK-175
--
--
--
--
--
--
260000
30100
--
51400
--
257000
99200
141000
Ferrous iron (µg/L)
SM3500FeB
--
--
1000
--
--
--
8340 H
--
50.0 U H
50.0 U H
--
50.0 U H
23500 H
50.0 U H
Hydrogen (nM)
AM20GAX
--
--
--
--
--
--
--
--
--
--
0.49U
10
--
100
Spring 2023 Semiannual Water Quality Monitoring Report Page 1 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
Surface Water Samples
QC Samples
Location ID
MW-06
MW-07
MW-07
SW-01
SW-02
SW-03
Field QC
FieldQC
FieIdQC
FieIdQC
MW-06-
MW-07-
MW-07-
SW-01-
SW-02-
SW-03-
SamplelD
20230328
20230327
20230328
20230323
20230323
20230323
DUP-20230327
TB-20230323
TB-20230327
TB-20230328
Sample Date
3/28/2023
3/27/2023
3/28/2023
3/23/2023
3/23/2023
3/23/2023
3/27/2023
3/23/2023
3/27/2023
3/28/2023
NC2L
Method NC21- IMAC NC213
Conventional Parameters
Water Level Depth (ft)
Field
--
--
--
-
31.92
31.95
--
--
--
--
--
Temperature (°C)
Field
--
--
--
--
16.0
15.4
12.1
11.7
12.0
pH (SU)
Field
6.5-8.5
--
6.0-9.0
--
6.0
6.1
7.1
6.9
7.0
--
--
Turbidity (NTU)
Field
--
--
<50
--
3.64
7.98
6.04
12.0
5.57
--
--
Dissolved oxygen (mg/L)
Field
--
--
<6.0
--
5.06
25.77
11.4
11.2
11.12
--
--
--
Specific Conductivity (µmhos/cm)
Field
--
--
--
--
817
819
27.2
26.4
25.3
--
--
ORP (mV)
Field
--
--
--
--
129.3
176.7
136
156.5
167.6
--
--
Hardness as Ca and Mg (mg/L)
EPA 200.7
--
--
--
--
--
--
8.32
9.00
8.20
--
--
Monitored Natural Attenuation Results
Alkalinity, Total (µg/L)
SM2320B
--
--
20000
--
--
308000
--
--
--
164000
--
Biochemical oxygen demand (mg/L)
SM5210B
--
--
--
--
--
2.0 U
--
--
--
2.0 U
--
Chemical oxygen demand (mg/L)
SM5220C
--
--
--
--
12 J
2.0 U
--
--
--
22 J
Chloride (mg/L)
SW9056A
250
--
250
--
--
92.5
--
--
--
15.0
--
Nitrate as nitrogen (mg/L)
SW9056A
10
--
10
0.076 U
--
0.076 U
--
--
--
4.87 H
--
Sulfate (mg/L)
SW9056
250
--
250
--
--
21.8
--
--
--
2.70
--
Sulfide (mg/L)
SM4500S2F
--
--
--
--
12.0 J
--
--
--
--
2.80
--
Total organic carbon (mg/L)
SM5310B
--
--
--
--
3.29
--
--
--
--
3.06
--
Lactic Acid (mg/L)
AM23G
--
--
--
--
0.053 U
--
--
--
--
0.55
--
Acetic acid (mg/L)
AM23G
5000
--
--
--
0.52
--
--
--
--
0.73
--
Propionic Acid (mg/L)
AM23G
--
--
--
--
0.12 J
--
--
--
--
0.082 J
Formic acid (mg/L)
AM23G
--
--
--
--
5.3
--
--
--
--
5.7
--
--
Butyric Acid (mg/L)
AM23G
--
--
--
--
0.058 U
--
--
--
--
0.058 U
Pyruvic Acid (mg/L)
AM23G
--
--
--
--
0.21 J
--
--
--
--
0.060 U
i-Pentanoic Acid (mg/L)
AM23G
--
--
--
--
0.061 U
--
--
--
--
0.061 U
--
--
Pentanoic Acid (mg/L)
AM23G
--
--
--
--
0.056 U
--
--
--
--
0.056 U
--
--
i-Hexanoic Acid (mg/L)
AM23G
--
--
--
--
0.056 U
--
--
--
--
0.056 U
--
-
--
Hexanoic Acid (mg/L)
AM23G
--
--
--
--
0.058 U
--
--
--
--
0.11 J
--
--
Methane (µg/L)
AM20GAX
--
--
--
--
570
--
--
--
--
2.7 J
--
--
Ethane (µg/L)
AM20GAX
0.24 J
--
--
--
-
0.17 U
--
--
Et ene (µg/L)
AM20GAX
--
--
--
--
0.25 J
--
--
--
--
0.24 U
--
--
--
Carbon dioxide (µg/L)
EPA RSK-175
--
--
--
--
341000
--
--
--
--
56300
--
--
--
Ferrous iron (µg/L)
SM3500FeB
--
--
1000
--
--
50.0 U H
--
--
--
50.0 U H
--
--
--
Hydrogen (nM)
AM20GAX
--
--
--
--
2.6
--
--
--
--
--
--
--
--
Spring 2023 Semiannual Water Quality Monitoring Report Page 2 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
Location ID
SamplelD
Sample Date
NC2L
Method NC21- IMAC NC213
Domestic Well Samples
Leachate
Sample
Monitoring Well Samples
DW-01
DW-02
LT-01
MW-01
MW-02
MW-02
MW-03
MW-03
MW-04
MW-05R
MW-06
DW-01-
20230328
DW-02-
20230328
LT-01-20230328
MW-01-
20230323
MW-02-
20230323
MW-02-
20230327
MW-03-
20230327
MW-03-
20230328
MW-04-
20230328
MW-0511-
20230323
MW-06-
20230322
3/28/2023
3/28/2023
3/28/2023
3/23/2023
3/23/2023
3/27/2023
3/27/2023
3/28/2023
3/28/2023
3/23/2023
3/22/2023
Appendix I Metals, Total (Ng/L)
Antimony
SW6020
1
--
5.6
--
6.18 U
0.618 U
0.618 U
--
0.618 U
--
0.618 U
0.618 U
0.618 U
Arsenic
SW6020
10
--
10
--
15.4
0.297 U
2.53
--
0.453 J
--
0.388 J
6.76
0.297 U
Barium
SW6020
700
--
1000
--
--
1260
104
188
--
104
--
42.1
234
53.0
Beryllium
SW6020
4
--
6.5
--
--
1.02 U
0.102 U
0.887 J
--
0.102 U
--
0.102 U
0.102 U
0.102 U
Cadmium
SW6020
2
--
*0.07
--
--
3.50 U
0.810 J
0.350 U
--
0.350 U
--
0.350 U
0.350 U
0.350 U
Calcium
EPA 200.7
--
--
--
--
--
--
--
--
--
--
--
--
--
Chromium
SW6020
10
--
*9.85
--
--
20.3
0.346 U
41.7
0.968 J
--
0.346 U
4.84
0.346 U
Cobalt
SW6020
1
--
1.6
--
--
9.39 J
115
59.3
--
3.97
--
0.526 J
16.3
13.8
Copper
SW6020
1000
--
*1.09
--
--
8.50 J
2.91
34.9
--
3.33
--
0.952 J
8.39
1.31
Lead
SW6020
15
--
*0.15
--
--
3.03 J
0.307 J
9.21
--
0.264 U
--
0.516 J
1.66
0.701 J
Magnesium
EPA 200.7
--
--
--
--
--
--
--
--
--
--
--
--
--
--
Mercury
SW7470
1
--
0.012
--
--
--
0.130 U
0.130 U
--
0.130 U
--
0.130 U
0.130 U
0.130 U
Nickel
SW6020
100
--
*6.47
--
--
34.3
16.4
31.8
--
1.09
--
2.10
5.96
5.32
Selenium
SW6020
20
--
5
--
--
7.03 U
0.703 U
3.19
--
0.703 U
--
0.703 U
0.703 U
0.703 U
Silver
SW6020
20
--
*0.05
--
--
0.570 U
0.0570 U
0.0570 U
--
0.0570 U
--
0.0570 U
0.0570 U
0.0570 U
Thallium
SW6020
2
--
2
--
--
0.610 U
1.55
0.771 J
--
0.0610 U
--
0.0610 U
0.147 J
0.518 J
Vanadium
SW6020
7
--
--
--
I --
1 26.5 J
0.767 U
52.5
--
0.767 U
--
0.767 U
5.85
0.767 U
Zinc
SW6020
1000
--
*14.08
--
--
46.7 U
60.5
160
--
7.51 J
--
4.67 J
25.7
53.6 B
Appendix I Metals, Dissolved (Ng/L)
Antimony SW6020
1
--
5.6
--
--
--
--
0.618 U
--
--
--
--
0.618 U
--
Arsenic SW6020
10
--
10
--
--
--
--
0.906 J
--
--
--
--
5.08
--
Barium SW6020
700
--
1000
--
--
--
--
160
--
--
--
--
242
--
Beryllium SW6020
4
--
6.5
--
--
--
--
0.344 J
--
--
--
--
0.102 U
--
Cadmium SW6020
2
--
*0.07
--
--
--
--
0.350 U
--
--
--
--
0.350 U
--
Chromium SW6020
10
--
*9.85
--
--
--
--
22.9
--
--
--
--
0.776 J
--
Cobalt SW6020
1
--
1.6
--
--
--
--
51.0
--
--
--
--
16.3
--
Copper SW6020
1000
--
*1.09
--
--
--
--
19.4
--
--
--
--
3.20
--
Lead SW6020
15
--
*0.16
--
--
--
--
5.57
--
--
--
--
1.22
--
Mercury SW7470
1
--
0.012
--
--
--
--
0.130 U
--
--
--
--
0.130 U
--
Nickel SW6020
100
--
*6.47
--
--
--
--
19.9
--
--
--
--
3.62
--
Selenium SW6020
20
--
5
--
--
--
--
2.15
--
--
--
--
0.703 U
--
Silver SW6020
20
--
*0.05
--
--
--
--
0.0570 U
--
--
--
--
0.0570 U
--
Thallium SW6020
2
--
2
--
--
--
--
0.573 J
--
--
--
--
0.0638 J
--
Vanadium SW6020
7
--
--
--
--
--
--
29.0
--
--
--
--
1.13 J
--
Zinc SW6020
1000
--
*14.53
--
--
--
--
173
--
--
--
--
37.5
--
Spring 2023 Semiannual Water Quality Monitoring Report Page 3 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
Location ID
Sample ID
Sample Date
NC2L
Method NC21- IMAC NC2B
Surface Water Samples
QC Samples
MW-06
MW-07
MW-07
SW-01
SW-02
SW-03
Field QC
FieldQC
FieIdQC
FieIdQC
MW-06-
20230328
MW-07-
20230327
MW-07-
20230328
SW-01-
20230323
SW-02-
20230323
SW-03-
20230323
DUP-20230327
TB-20230323
TB-20230327
TB-20230328
3/28/2023
3/27/2023
3/28/2023
3/23/2023
3/23/2023
3/23/2023
3/27/2023
3/23/2023
3/27/2023
3/28/2023
Appendix I Metals, Total (Ng/L)
Antimony
SW6020
1
--
5.6
--
0.618 U
--
0.618 U
0.618 U
0.618 U
0.618 U
--
--
Arsenic
SW6020
10
--
10
--
3.42
--
0.297 U
0.297 U
0.297 U
0.519 J
--
--
Barium
SW6020
700
--
1000
--
461
--
12.4
13.5
13.5
103
--
--
Beryllium
SW6020
4
--
6.5
--
0.102 U
--
1.00 U
1.00 U
0.102 U
0.102 U
--
--
Cadmium
SW6020
2
--
*0.07
--
0.350 U
--
0.350 U
0.350 U
0.350 U
0.350 U
--
--
Calcium
EPA 200.7
--
--
--
--
--
--
2110
2300
2060
--
Chromium
SW6020
10
--
*9.85
--
0.346 U
--
0.562 J
0.742 J
0.840 J
1.43
--
--
Cobalt
SW6020
1
--
1.6
2.70
--
0.133 J
0.217 J
0.235 J
3.83
--
--
Copper
SW6020
1000
--
*1.09
--
0.759 J
--
0.660 J
0.862 J
0.860 J
3.42
--
--
Lead
SW6020
15
--
*0.15
--
0.264 U
--
0.264 U
0.264 U
0.285 J
0.264 U
--
--
Magnesium
EPA 200.7
--
--
--
--
--
--
740
792
743
--
Mercury
SW7470
1
--
0.012
--
0.130 U
--
0.130 U
0.130 U
0.130 U
0.130 U
--
--
Nickel
SW6020
100
--
*6.47
--
8.69
--
0.182 U
0.365 J
0.389 J
1.43
--
--
Selenium
SW6020
20
--
5
--
0.703 U
--
0.703 U
0.703 U
0.703 U
0.703 U
--
--
Silver
SW6020
20
--
*0.05
--
0.0570 U
--
0.0570 U
0.0570 U
0.0570 U
0.0570 U
--
--
Thallium
SW6020
2
--
2
--
0.0610 U
--
0.0610 U
0.0610 U
0.0610 U
0.0610 U
--
--
Vanadium
SW6020
7
--
--
--
0.767 U
--
0.767 U
0.767 U
0.767 U
0.767 U
--
--
Zinc
SW6020
1000
--
*14.08
--
103
--
13.9
18.5
9.75 J
16.7
--
--
Appendix I Metals, Dissolved (Ng/L)
Antimony SW6020
1
--
5.6
--
--
--
--
--
--
--
--
--
--
Arsenic SW6020
10
--
10
--
--
--
--
--
--
--
--
--
Barium SW6020
700
--
1000
--
--
--
--
--
--
--
--
--
Beryllium SW6020
4
--
6.5
--
--
--
--
--
--
--
--
--
Cadmium SW6020
2
--
*0.07
--
--
--
--
--
--
--
--
--
Chromium SW6020
10
--
*9.85
--
--
--
--
--
--
--
--
--
Cobalt SW6020
1
--
1.6
--
--
--
--
--
--
--
--
--
Copper SW6020
1000
--
*1.09
--
--
--
--
--
--
--
--
--
Lead SW6020
15
--
*0.16
--
--
--
--
--
--
--
--
--
Mercury SW7470
1
--
0.012
--
--
--
--
--
--
--
--
--
Nickel SW6020
100
--
*6.47
--
--
--
--
--
--
--
--
--
Selenium SW6020
20
--
5
--
--
--
--
--
--
--
--
--
Silver SW6020
20
--
*0.05
--
--
--
--
--
--
--
--
--
Thallium SW6020
2
--
2
--
--
--
--
--
--
--
--
--
Vanadium SW6020
7
--
--
--
--
--
--
--
--
--
--
--
Zinc SW6020
1000
--
*14.53
--
--
--
--
--
--
--
--
--
Spring 2023 Semiannual Water Quality Monitoring Report Page 4 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
Location ID
SamplelD
Sample Date
NC2L
Method NC2L IMAC NC213
Domestic Well Samples
Leachate
Sample
Monitoring Well Samples
DW-01
DW-02
LT-01
MW-01
MW-02
MW-02
MW-03
MW-03
MW-04
MW-05R
MW-06
DW-01-
20230328
DW-02-
20230328
LT-01-20230328
MW-01-
20230323
MW-02-
20230323
MW-02-
20230327
MW-03-
20230327
MW-03-
20230328
MW-04-
20230328
MW-0511-
20230323
MW-06-
20230322
3/28/2023
3/28/2023
3/28/2023
3/23/2023
3/23/2023
3/27/2023
3/27/2023
3/28/2023
3/28/2023
3/23/2023
3/22/2023
Appendix I Volatile Organic Compounds (VOCs) and 1,4-Dioxane (Ng/L)
1,1,1,2-Tetrachloroethane SW8260D
1
--
--
--
--
0.11 U
1.60 U
0.160 U
--
0.160 U
--
0.160 U
0.160 U
0.160 U
1,1,1-Trichloroethane SW8260D
200
--
--
0.27 U
0.27 U
0.061 U
1.60 U
0.160 U
--
0.160 U
--
0.160 U
0.160 U
0.160 U
1,1,2,2-Tetrachloroethane SW8260D
0.2
--
0.17
--
--
0.036 U
1.60 U
0.160 U
--
0.160 U
--
0.160 U
0.160 U
0.160 U
1,1,2-Trichloroethane SW8260D
0.6
--
0.55
0.28 U
0.28 U
0.066 U
0.960 U
0.096 U
--
0.096 U
--
0.096 U
0.096 U
0.096 U
1,1-Dichloroethane SW8260D
6
--
6
0.29 U
0.29 U
0.083 U
2.40 U
0.244 J
--
0.240 U
--
0.240 U
0.240 U
0.801
1,2-Dichloroethene, cis- SW8260D
70
--
60
0.33 U
0.33 U
2.16 J
2.00 U
0.200 U
--
0.380 J
--
0.471 J
3.94
0.499 J
1,4-Dioxane SW8260DSIM
3
--
0.35
--
--
48.7
0.139 U
1.79 J
--
0.139 U
--
5.04
6.18
0.139 U
Acetone SW8260D
6000
--
2000
--
--
18.0 U
18.0 U
1.80 U
--
2.43 J
--
1.80 U
1.80 U
1.80 U
Benzene SW8260D
1
--
1.19
0.40 U
0.40 U
1.80 U
1.80 U
0.180 U
--
0.180 U
--
0.180 U
1.58
0.180 U
Chlorobenzene SW8260D
50
--
140
0.26 U
0.26 U
1.90 U
1.90 U
0.190 U
--
0.190 U
--
0.190 U
7.57
0.190 U
Chloroethane SW8260D
3000
--
--
--
--
4.30 U
4.30 U
0.430 U
--
0.430 U
--
0.430 U
0.430 U
0.430 U
Chloroform SW8260D
70
--
60
--
--
2.20 U
2.20 U
0.220 U
--
0.220 U
--
0.220 U
0.220 U
0.220 U
Chloromethane SW8260D
3
--
2.6
--
--
2.20 U
2.20 U
0.220 U
--
0.220 U
--
0.220 U
0.220 U
0.220 U
Dibromochloromethane SW8260D
0.4
--
21
--
--
0.081 U
5.00 U
0.500 U
--
0.500 U
--
0.500 U
0.500 U
0.500 U
Dibromomethane SW8260D
--
70
--
--
--
2.30 U
2.30 U
0.230 U
--
0.230 U
--
0.230 U
0.230 U
0.230 U
Dichlorodifluoromethane SW8260D
1000
--
--
--
--
12.0 U
12.0 U
1.20 U
--
1.20 U
--
1.20 U
1.20 U
1.20 U
Dichloromethane (Methylene chloride) SW8260D
5
--
20
0.44 U
0.44 U
3.30 U
3.30 U
0.330 U
--
0.330 U
--
0.330 U
0.330 U
0.330 U
Diisopropylether (Isopropyl Ether) SW8260D
70
--
--
--
--
9.60 U
9.60 U
0.960 U
--
0.960 U
--
9.60 U
0.960 U
0.960 U
Ethylbenzene SW8260D
600
--
97
0.23 U
0.23 U
1.70 U
1.70 U
0.170 U
--
0.170 U
--
0.170 U
0.170 U
0.170 U
Ethylene dibromide (1,2-Dibromoethane) SW8260D
0.02
--
0.02
--
--
2.00 U
2.00 U
0.200 U
--
0.200 U
--
0.200 U
0.200 U
0.200 U
m,p-Xylene SW8260D
500
--
420
--
--
4.20 U
4.20 U
0.420 U
--
0.420 U
--
0.420 U
0.420 U
0.420 U
Methyl ethyl ketone (2-Butanone) SW8260D
4000
--
20000
--
--
7.10 U
7.10 U
0.710 U
--
0.710 U
--
0.710 U
0.710 U
0.710 U
o-Xylene SW8260D
500
--
600
--
--
2.10 U
2.10 U
0.210 U
--
0.210 U
--
0.210 U
0.210 U
0.210 U
Styrene SW8260D
70
--
--
0.20 U
0.20 U
2.20 U
2.20 U
0.220 U
--
0.220 U
--
0.220 U
0.220 U
0.220 U
Tetrachloroethene (PCE) SW8260D
0.7
--
0.7
0.26 U
0.26 U
2.20 U
2.20 U
0.220 U
--
0.220 U
--
0.220 U
0.220 U
0.220 U
Tetrahydrofuran SW8260D
--
2000
3100
--
--
95.7 J
15.0 U
1.50 U
--
1.50 U
--
1.50 U
1.50 U
1.50 U
Toluene SW8260D
600
--
11
0.28 U
0.28 U
2.20 U
2.20 U
0.220 U
--
0.220 U
--
0.220 U
0.220 U
0.220 U
Total Xylene SW8260D
500
--
670
0.11 U
0.11 U
2.1 U
2.1 U
0.21 U
--
0.21 U
--
0.21 U
0.21 U
0.21 U
Trichloroethene (TCE) SW8260D
3
--
2.5
0.26 U
0.26 U
1.80 U
1.80 U
0.180 U
--
0.288 J
--
0.180 U
0.180 U
0.180 U
Trichlorofluoromethane (Fluorotrichloromeft SW8260D
2000
--
9100
--
--
1.80 U
1.80 U
0.180 U
--
0.180 U
--
0.180 U
0.180 U
0.180 U
Vinyl acetate SW8260D
--
88
--
--
--
10.0 U
10.0 U
1.00 U
--
1.00 U
--
1.00 U
1.00 U
1.00 U
Vinyl chloride SW8260D
0.03
--
0.025
0.12 U
0.12 U
1.70 U
1.70 U
0.170 U
--
0.170 U
--
0.210 J
0.684
0.170 U
1,2-Dichlorobenzene SW8260D
20
--
470
0.26 U
0.26 U
2.20 U
2.20 U
0.220 U
--
0.220 U
--
0.220 U
0.280 J
0.220 U
1,4-Dichlorobenzene SW8260D
6
--
488
0.30 U
0.30 U
2.34 J
5.79
0.210 U
--
0.210 U
--
1.94
8.57
1.07 �]
Spring 2023 Semiannual Water Quality Monitoring Report Page 5 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
Location ID
SamplelD
Sample Date
NC2L
Method NC21- IMAC NC213
Surface Water Samples
QC Samples
MW-06
MW-07
MW-07
SW-01
SW-02
SW-03
Field QC
FieldQC
FieIdQC
FieIdQC
MW-06-
20230328
MW-07-
20230327
MW-07-
20230328
SW-01-
20230323
SW-02-
20230323
SW-03-
20230323
DUP-20230327
TB-20230323
TB-20230327
TB-20230328
3/28/2023
3/27/2023
3/28/2023
3/23/2023
3/23/2023
3/23/2023
3/27/2023
3/23/2023
3/27/2023
3/28/2023
Appendix I Volatile Organic Compounds (VOCs) and 1,4-Dioxane (Ng/L)
1,1,1,2-Tetrachloroethane SW8260D
1
--
--
--
0.160 U
--
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
1,1,1-Trichloroethane SW8260D
200
--
--
--
0.160 U
--
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
1,1,2,2-Tetrachloroethane SW8260D
0.2
--
0.17
--
0.160 U
--
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
0.160 U
1,1,2-Trichloroethane SW8260D
0.6
--
0.55
--
0.096 U
--
0.096 U
0.096 U
0.096 U
0.096 U
0.096 U
0.096 U
0.096 U
1,1-Dichloroethane SW8260D
6
--
6
--
0.240 U
--
0.240 U
0.240 U
0.240 U
0.240 U
0.240 U
0.240 U
0.240 U
1,2-Dichloroethene, cis- SW8260D
70
--
60
--
1.75
--
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
1,4-Dioxane SW8260DSIM
3
--
0.35
--
15.8
--
0.139 U
0.139 U
0.139 U
0.139 U
0.139 U
0.139 U
0.139 U
Acetone SW8260D
6000
--
2000
--
7.71
--
10.2
1.80 U
1.80 U
2.24 J
1.80 U
1.80 U
1.80 U
Benzene SW8260D
1
--
1.19
--
1.59
--
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
Chlorobenzene SW8260D
50
--
140
--
4.78
--
0.190 U
0.190 U
0.190 U
0.190 U
0.190 U
0.190 U
0.190 U
Chloroethane SW8260D
3000
--
--
--
0.430 U
--
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
Chloroform SW8260D
70
--
60
--
0.220 U
--
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
Chloromethane SW8260D
3
--
2.6
--
0.220 U
--
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
Dibromochloromethane SW8260D
0.4
--
21
--
0.081 U
--
0.081 U
0.081 U
0.081 U
0.081 U
0.081 U
0.081 U
0.081 U
Dibromomethane SW8260D
--
70
--
--
0.230 U
--
0.230 U
0.230 U
0.230 U
0.230 U
0.230 U
0.230 U
0.230 U
Dichlorodifluoromethane SW8260D
1000
--
--
--
1.20 U
--
1.20 U
1.20 U
1.20 U
1.20 U
1.20 U
1.20 U
1.20 U
Dichloromethane (Methylene chloride) SW8260D
5
--
20
--
0.330 U
--
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
Diisopropylether (Isopropyl Ether) SW8260D
70
--
--
--
0.960 U
--
0.960 U
0.960 U
0.960 U
0.960 U
0.960 U
0.960 U
0.960 U
Ethylbenzene SW8260D
600
--
97
--
0.170 U
--
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
Ethylene dibromide (1,2-Dibromoethane) SW8260D
0.02
--
0.02
--
0.200 U
--
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
m,p-Xylene SW8260D
500
--
420
--
0.420 U
--
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
Methyl ethyl ketone (2-Butanone) SW8260D
4000
--
20000
--
0.710 U
--
0.710 U
0.710 U
0.710 U
0.710 U
0.710 U
0.710 U
0.710 U
o-Xylene SW8260D
500
--
600
--
0.210 U
--
0.210 U
0.210 U
0.210 U
0.210 U
0.210 U
0.210 U
0.210 U
Styrene SW8260D
70
--
--
--
0.220 U
--
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
Tetrachloroethene (PCE) SW8260D
0.7
--
0.7
--
0.220 U
--
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
Tetrahydrofuran SW8260D
--
2000
3100
--
2.40 J
--
1.50 U
1.50 U
1.50 U
1.50 U
1.50 U
1.50 U
1.50 U
Toluene SW8260D
600
--
11
--
0.220 U
--
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
Total Xylene SW8260D
500
--
670
--
0.21 U
--
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
Trichloroethene (TCE) SW8260D
3
--
2.5
--
0.180 U
--
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
Trichlorofluoromethane (Fluorotrichloromeft SW8260D
2000
--
9100
--
0.180 U
--
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
Vinyl acetate SW8260D
--
88
--
--
1.00 U
--
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
1.00 U
Vinyl chloride SW8260D
0.03
--
0.025
--
0.170 U
--
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
1,2-Dichlorobenzene SW8260D
20
--
470
--
0.346 J
--
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
1,4-Dichlorobenzene SW8260D
6
--
488
--
6.20
--
0.210 U
0.210 U
0.210 U
0.226 J
0.210 U
0.210 U
0.210 U
Spring 2023 Semiannual Water Quality Monitoring Report Page 6 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 3
Analytical Summary
N otes:
'Detected concentration is greater than NC2L or NC2L IMAC standard
Detected concentration is greater than NC26 standard
Bold: Detected result
Italicized: Non -detected concentration is above one or more identified NC2L standard
*: 2B surface water standard calculated using average analyzed hardness value (calculated from the upstream and downstream sampling location results) via the most stringent hardness -dependent metal calculation, per North Carolina Administrative Code, Title 15A: Department of Environmental Quality,
NC213: surface water standard per North Carolina Administrative Code, Title 15A: Department of Environmental Quality, Subchapter 2B — Surface Water and Wetland Standards (last amended in September 2017), or the standard obtained from the EPA Nationally Recommended Water Quality Criteria for
NC2L: Subchapter 2L — Groundwater Classifications and Standards, Department of Environmental Quality (Amended April 1, 2013). Groundwater standard from North Carolina Administrative Code, Title 15A.
All nondetect results are reported at the method detection limit.
Appendix I: per 40 Code of Federal Regulations Part 258
Horizontal coordinate datum is NAD 1983 State Plane North Carolina FIPS 3200 (US Survey Feet).
--: not sampled
°C: degrees Celsius N
pg/L: micrograms per liter
pmhos/cm: micromhos per centimeter
ft:feet
GW: groundwater
IMAC: Interim Maximum Allowable Concentration. IMAC concentrations are listed in Appendix #1 of the 2L.
J: Estimated value
mg/L: milligrams per liter
mv: millivolts
N: normal environmental sample
NTU: nephelometric turbidity unit
ORP: oxidation-reduction potential
SU: standard unit
SW: surface water
TB: Trip Blank
U: Compound analyzed for, but not detected above minimum detection limit
WG: groundwater sample
WQ: water quality
H: Analyzed out of hold time due to laboratory error
Spring 2021 Semiannual Water Quality Monitoring Report Page 7 of 7
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 4
Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
Sample Dates
Detected VOCs
Concen-
tration in
LT-01
(mg/L)
Cumulative
Flow at Gauge
(gal)
Differential
Flow (gal)
Mass
Removed
(lb)
Estimated Cumulative
Mass Removed (lb)
Beginning
Ending
9/1/2012
10/25/2012
1,4-dichlorobenzene
0.0034
11,500
J
J
J
J
11,500
0.00033
4-meth I-2- entanone (MIBK)
0.0021
0.00020
Acetone
0.0292
0.00280
Benzene
0.0021
0.00020
Chlorobenzene
0.0029
0.00028
cis- 1,2-dichloroethene
0.00063
0.00006
Dichlorodifluoro-methane
0.00093
0.00009
Eth (benzene
0.0102
0.00098
Naphthalene
0.0069
0.00066
Styrene
0.00033
0.00003
Toluene
10.003
0.00029
Total x lenes
0.0094H
0.00090
Total:
0.00681
0.00681
10/26/2012
4/11/2013
1,4-dichlorobenzene
0.006
65,500
J
J
J
J
J
54,000
0.00270
Acetone
0.012
0.00540
Benzene
0.0011
0.00049
Carbon disulfide
0.0067
0.00301
Chlorobenzene
0.0024
0.00108
cis- 1,2-dichloroethene
0.00058
0.00026
Eth (benzene
0.0083
0.00373
Toluene
0.00059
0.00027
Total x lenes
0.0078
0.00351
Total:
0.02045
0.02726
4/12/2013
10/8/2013
1,4-dichlorobenzene
0.0055
114,737
J
J
49,237
0.00226
4-meth I-2- entanone (MIBK)
0.0012
0.00049
Benzene
0.0020
0.00082
Chlorobenzene
0.0039
0.00160
cis- 1,2-dichloroethene
0.00080
0.00033
Eth (benzene
0.0151
0.00619
Naphthalene
0.0184
0.00754
Toluene
0.0012
0.00049
Total x lenes
0.0090
0.00369
Total:
0.02341
0.05067
10/9/2013
4/8/2014'
1,4-dichlorobenzene
0.0056
164,437
J
J
J
49,700
0.00232
Benzene
0.0018
0.00075
Chlorobenzene
0.0051
0.00211
cis- 1,2-dichloroethene
0.00049
0.00020
Eth (benzene
0.0047
0.00195
Toluene
10.00041
0.00017
Total x lenes
0.0021
0.00087
Total:
0.00836
0.05903
4/8/2014
10/23/20141
1,4-dichlorobenzene
0.0053
200,148
J
J
J
35,710
0.00158
Benzene
0.0014
0.00042
Chlorobenzene
0.003
0.00089
cis- 1,2-dichloroethene
0.00049
0.00015
Eth (benzene
0.0027
0.00080
Toluene
10.00051
0.00015
Total x lenes
10.0014
0.00042
Total:
0.00440
0.06343
10/23/2014
4/21/2015
1,2,3-trimethyl benzene
0.00062
241,700
J
J
41,552
0.0002
1,2,4-trimethyl benzene
0.00076
0.00026
2-chlorotoluene
0.00067
0.00023
1,4-dichlorobenzene
0.0059
Acetone
0.00790
Benzene
0.0022
0.00076
Chlorobenzene
0.003
0.00 04
Eth (benzene
0.0056
000794
Isopropyl benzene
0.0013
0.00045
Methy tert-but I -ether
0.0013
0.00045
Na thalene
0.024
n-propylbenzene
0.00088
0.00030
Tetrah drofuran
0.089
.03080
Toluene
0.00054
0.000 9
Vin I chloride
10.00038
Total x lenes
10.0030
0.00 04
Total:
0.05089
0.11432
4/21/2015
10/13/2015
1,4-dichlorobenzene
0.00600
278,420
J
J
J
36,720
0.00183
2-butanone
0.00960
0.00294
Benzene
0.00210
0.00064
Chlorobenzene
0.0040
0.00122
Eth (benzene
0.00710
0.00217
Naphthalene
0.021
0.00642
Tetrah drofuran
0.062
0.01896
Toluene
0.00058
0.00018
Total x lenes
0.0031
0.00095
Total:
0.03531
0.14963
10/13/2015
4/5/2016
1,4-dichlorobenzene
0.00590
337,398
J
58,978
0.00290
Benzene
0.00170
0.00083
Chlorobenzene
0.0038
0.00187
Eth (benzene
0.00500
0.00246
Toluene
0.00063
0.00031
Total x lenes
10.0025 IJI
0.00123
Total:
0.00959
0.15922
Spring 2023 Semiannual Water Quality Monitoring Report Page 1 of 3
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 4
Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
Sample Dates
Detected VOCs
Concen-
tration in
LT-01
(mg/L)
Cumulative
Flow at Gauge
(gal)
Differential
Flow (gal)
Mass
Removed
(lb)
Estimated Cumulative
Mass Removed (lb)
Beginning
Ending
4/5/2016
10/11/2016Z
No detected compounds
352,745
15,347
0.00000
Total:
0.00000
0.15922
10/11/2016
3/21/2017
1,4-dichlorobenzene
0.0046
355,947
3,202
0.00012
Acetone
0.0094
J
HJ
0.00025
Benzene
0.0015
0.00004
Chlorobenzene
0.0043
0.00011
Eth (benzene
0.0014
0.00004
Tetrah drofuran
10.066
0.00176
Total x lenes
10.0015
0.00004
Total:
0.00237
0.16159
3/21/2017
10/11/2017
1,4-dichlorobenzene
0.0041
386,495
30,548
0.00104
Acetone
0.0067
J
J
0.00770
Acetonitrile
0.008
0.00204
Benzene
0.00061
0.00016
Chlorobenzene
0.0012
0.0003
Eth (benzene
10.00087
0.00022
Na hthalene
10.0012
0.0003
Tetrah drofuran
10.12
0.03053
Total:
0.03630
0.19789
10/12/2017
10/18/2018'
1,4-dichlorobenzene
0.0028
398,872
12,377
0.00029
Acetone
0.017
J
J
0.00175
Benzene
0.0012
0.00012
Chlorobenzene
0.0024
0.00025
Eth (benzene
0.0018
0.00019
Methylene chloride
10.00034 1
10.00098 1
0.00004
Total x lenes
0.00010
Total:
0.0027
0.20062
10/18/2018
10/22/2019'
1,4-dichlorobenzene
0.0037
407,807
8,936
0.00028
Acetone
0.006
0.00045
Benzene
0.0017
0.00013
Chlorobenzene
0.0038
0.00028
Eth (benzene
0.0016
0.00012
Toluene
10.00039
NJ
0.00003
Total x lenes
0.0017
0.00013
Total:
0.0014
0.20203
10/22/2019
3/18/2020'
1,4-dichlorobenzene
0.0056
539,644
131,836
0.00615
1,4-dioxane
0.06
J
J
0.06585
Acetone
0.0064
0.00702
Benzene
0.0013
0.00143
Chlorobenzene
0.0032
0.00351
Eth (benzene
0.0027
0.00296
Methyl isobut I ketone
0.00079
0.00087
Toluene
0.00070
0.00077
Total x lenes
0.00209
0.00229
Total:
0.0886
0.29058
3/18/2020
10/14/2020'
1,2-dichloroethene, cis-
0.00029
J 639,343
99,699
0.00024
1,3-dichlorobenzene
0.00027
J
J
J
J
0.00022
1,4-dichlorobenzene
0.0048
0.00398
1,4-dioxane
0.058
0.04814
Acetone
0.011
0.00913
Acetonitri e (et anenitn e)
0.0047
0.00390
Benzene
0.0024
0.00199
Chlorobenzene
0.0044
0.00365
Chloroethane
0.00047
0.00039
Eth (benzene
0.0018
0.00149
Naphthalene
0.013
0.01079
Tetrah drofuran
0.094
0.07802
Toluene
0.00079
0.00066
Total x lenes
0.0037
0.00307
Vin I chloride
10.00022
0.00018
Total:
0.1659
0.45645
10/14/20204
10/20/2021
1,4-dichlorobenzene
0.00385
701,994
62,651
0.0020
1,4-dioxane
0.0488
0.02546
Acetone
0.008 4
0.00425
Benzene
0.00245
0.00128
Chlorobenzene
0.00428
0.002
Eth (benzene
0.000838
0.00044
Naphthalene
0.0 360.00710
Tetrah drofuran
0.203
5
Total x lenes
0.0028
47
Total:
0.1501
0.60659
10/20/2021
3/7/2022
1,4-dichlorobenzene
0.00168
710,029
8,035
1,4-dioxane
0. 06
Acetone
00064Benzene
P0.022155
000 48
Chlorobenzene
0004 8
Tetrah drofuran
0. 68
Total:
0.0585
0.66508
Spring 2023 Semiannual Water Quality Monitoring Report Page 2 of 3
Jackson County Closed Municipal Solid Waste Landfill September 2023

Table 4
Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
Sample Dates
Detected VOCs
Concen-
tration in
LT-01
(mg/L)
Cumulative
Flow at Gauge
(gal)
Differential
Flow (gal)
Mass
Removed
(lb)
Estimated Cumulative
Mass Removed (Ib)
Beginning
Ending
3/7/2022
10/4/2022
1,4-dioxane
0.08
734,436
24,407
0.01626
Benzene
0.000568
C oro enzene
0.00 39
-777077-
Tetra hyd rofu ra n
0.0678
0.01378
4-Methyl-2-pentanone
0.00112
0.00023
Carbon disulfide
0.000683
0.00014
Ethylbenzene
0.000267
0.00005
Methyl ethyl ketone
0.00236
0.00048
Naphthalene
0.00366
0.00074
o-xylene
0.000465
0.00009
Toluene
0.00024
0.00005
Total xylene
0.000465
0.00009
1,4-dichlorobenzene
0.00182
0.00037
Total:
0.0327
0.69777
10/4/2022
3/28/2023
1,4-dioxane
0.0487
765,240
30,804
0.0 1249
2-Dic oroet ene, cis-
55
Tetra y ro uran
0. 57
0.02455
1,4-dichlorobenzene
0.00 4
0.00060
Total:
0.0382
1 0.73597
Notes:
Total xylenes represent the sum of m,p-xylenes and o-xylenes.
Only detected VOCs in leachate sample LT-01 are included in the mass removal calculation.
Leachate extraction at the landfill was initiated on September 1, 2012. Connection to the TWSA sewer was completed on September 6, 2013. Up until the connection to the
TWSA sewer, leachate was pumped into a temporary collection tank and then hauled off site. Extraction volume measurements for leachate hauled off site were recorded and
Provided by Jackson County staff.
Anchor QEA bases mass removal calculations on the assumption that the VOCs concentration in one sampling event is representative of leachate quality until the next sampling
event occurs and that the leachate removal system has a 100% removal and treatment efficiency.
Differential flow represents the total flow between the LT-01 sample dates.
Estimated cumulative mass removed and treated is estimated based upon a conversion of milligrams to pounds and liters to gallons and the multiplication of the concentration
1. Totalizer readings were not recorded during the sampling event, and the differential flow was calculated based on an interpolated totalizer reading using monthly readings
taken by TWSA for 3 months before and after the sample date.
2. No VOCs were detected in the leachate sample collected during the October 2016 sampling event.
3. In March 2018, the totalizer at the TWSA connection was replaced. During the March 2018 sampling event, Anchor QEA began reading an incorrect totalizer for the volume of
extracted the leachate. Differential flow was calculated for the sample dates in the same manner as Note 1. This table has been updated to reflect the updated totalizer readings
from previous groundwater monitoring reports.
4. Totalizer buried during March 2021 monitoring event, due to on -Site construction. Therefore a totalizer reading was not obtained.
gal: gallon
J: indicates laboratory estimated concentration is above the adjusted method detection limit and below the adjusted reporting limit
lb: pound
mg/L: milligrams per liter
TWSA: Tuckaseigee Water and Sewer Authority
VOC: volatile organic compound
Spring 2023 Semiannual Water Quality Monitoring Report Page 3 of 3
Jackson County Closed Municipal Solid Waste Landfill September 2023

Figures

r `
i
r a 1 lull
�.�
LEGEND: SOURCES:
1. BasemaU.S. Geological Survey Topographic
® Site Parcel Boundary Maps - Gree ens Creek and Whittier 7.5-minute
Quadrangles 0
2. Parcel. Jackson County GIS 0 2,000
Feet
Publish Date: 2022/04/22, 3:58 PM I User: kpressleybernal
Filepath: Q:\Jobs\JacksonCounty_NC_1480\Maps\2022\Spring WQWQFig01_JacksonCounty_SpringWQ2022_Sitel-ocationMap.nnxcl
ANCHOR Figure 1
QEA�`'`� Site Location Map
Anchor QEA of North Carolina, PLLC Semiannual Water Quality Monitoring Report Jackson
County Closed Municipal Solid Waste Landfill

LEGEND:
DW-02 Saprolite Monitoring Well
® PWR Monitoring Well
® Bedrock Monitoring Well
Domestic Well Sampling Location
Leachate Sample Location and Flow
Equalization Tank
® Surface Water Sample Location
+ Leachate/Landfill Gas Extraction Well
Compliance Boundary
SW-02 F� • • • Edge of Waste
a
— Stream
Q Property Boundary
MW-06 — Road
® MW-01 DW 01 — Elevation Contour (20-Foot Interval)
woo `
EW-7
` EW-5
MW-02 1 EW-3111
® ` EW 1R.
v` EW-9�� ••��
EW-2R ••' `
EW-10 ♦� ,`
ZQ Rio �pQ� �
ZZ MW-03 ; • '• LT-01 NOTES:
O • SW-03 ® EW-4 1.Contours, roads, and parcel boundaries are
• from Jackson County GIS.
/rPc�i •.•• i 2. Monitoring well locations are approximate.
012 ` '•, 3. Basemap provided by Esri.
` 4. PWR: Partially Weathered Rock
�6
-A MW-OSR100,
,
MW-07 (N MW-04
� I
Publish Date: 2022/06/01, 2:56 PM I User: kpressleybernal
Filepath: Q:\Jobs\JacksonCounty_NC_1480\Maps\2022\Spring WQ\AQ_Fig02_JacksonCounty_SpringWQ2022_SampleLocationMap.mxd
kZANCHOR
QEA
Anchor QEA of North Carolina, PLLC
SW-01 L
- �pOO y0
APR 0 300
Feet
Figure 2
Site Layout Map
Semiannual Water Quality Monitoring Report Jackson
County Closed Municipal Solid Waste Landfill

2120
CONNOR
WILKEY
MW-06
DSO,)® MW-01
• 20 (2;063.84)
60.
�♦ �,, �.,••�� WILKEY
'. ' • 0S
♦ ♦ . : 40�
(i11972.13)
♦♦ ♦♦ ♦ �L ♦� ♦ 1q, 07 :•
♦ ` ♦ 20 C9. p ' . •. , as
8 ♦
♦ C S•01
'.
MW-05111/
(1,981.45)
M W -07 ,, ♦�020
(1,94\9.37,)
SO ,
~�9 MW-04_
Publish Date: 2023/07/27, 1:45 PM I User: alesueur
Filepath: \\orcas\gis\Jobs\JacksonCounty_NC_1480\Maps\JacksonCoLF_SemiAnnualReports\JacksonCoLF_SemiAnnualReports.aprx
0
N
LEGEND:
® Saprolite Monitoring Well
PWR Monitoring Well
Bedrock Monitoring Well
Generalized Groundwater Elevation
�y Contour (10-Foot Interval)
�F< Leachate Sample Location and Flow
Equalization Tank
110 .... Edge of Waste
0
Stream
0 Property Boundary
Road
WILKEY Elevation Contour (20-Foot Interval)
NOTES:
1. Contours, roads, and parcel boundaries are
from Jackson County GIS.
2. Monitoring well locations are approximate.
3. Groundwater elevations and flow direction
2220 are updated on a semiannual basis every April
and October following the sample collection
events.
4. Groundwater flow direction is based on
groundwater elevations in feet in monitoring
wells MW-01, MW-02, MW-03, MW-04,
MW-05R, and MW-06. Direction is calculated
based on depth to water measured on
March 27 and 28, 2023.
5. Last names of property owners are shown in
parcels that border the landfill property.
6. GW: Groundwater
7. PWR: Partially Weathered Rock
0
0
00 0 200
N o
Feet
kZANCHOR Figure 3
QEA Generalized Groundwater Flow Direction
Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill

5
4
�3
c
O
1
0
14
12
10
c
o g
c
6
c
0
U
4
2
0
Tetrachloroethene (PCE)
2079
2077
2075
c
2073 .M
>
w
2071
2069 -0
O
-- - -- - - ------ I 2065
2063
Date
2079
2077
2075
2073 .M
>
LU
2071
3
2069 -0
D
O
2067 0
2065
2063
2��$2�1�2�1T2�1�26\,o �2d"i2)ITTQT�
Date
Benzene
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
Publish Date: 09/11/2023 11:23 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
ANCHOR
QEA
6
5
J 4
>s
c
O
3
c
v
U 2
1
0
20.0
17.5
15.0
_� 12.5
10.0
12
rZ
7.5
0
U
5.0
2.5
0.0
Trichloroethene (TCE)
2079
2077
2075
c
2073 M
>
w
2071 �
3
2069 _0
n
O
4111FAM
r� I 2065
2063
22S\I) S\IT�1N2�1�01$2QT�2�TT2�T
Date
2079
2077
2075
2073
LU
2071
3
2069 -0
Z)
O
0111FAM
2065
2063
200 6\1)2�1T2�1�2�1601$2QT�2�TT 2�T�
Date
1,4-Dichlorobenzene
102
a 101
c
0
—
12
v 100
c
O
U
10-1
20.
17.
15.
c 12.
0
10.
v
0 7.
U
5.
2.
0.
cis-1,2-Dichloroethene
2Qp$2Q1,) S\'L �1b' "'10 �1�2�T1,1) 2�T�
Date
Date
1,4-Dioxane
2079
101
2077
2075_
�
o
J
2073.;
�
100
0
w
O
2071 �,
a
�
3
c
0
2069 -0
c
O
0
U
2067 0
10-1
2065
2063
)79
)77
)75
)73 m
)71
3
)69 -0
O
)67
)65
Vinyl Chloride
2079
2077
2075
c
2073 o
>
0
w
2071
2069
O
NIBITAW
2065
2063
2QP,6 6"" S\l Q)1RT ,\,0 )N-- pai) QTTTpTN
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TCE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
Groundwater Elevation (ft)
-- Leachate Extraction Start Date
Figure 4
Hydrograph and Constituents of Concern Versus Time - MW-01
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

Tetrachloroethene (PCE)
5
4
M
c
2
c
O
U
1
0
1990
1988
1986
1984
1982 .g
1980
w
1978
Y
1976
1974
O
1972
1970
1968
1966
$
c
O
3
c
v
o 2
U
1
0
'
1990
Zu.0
14
'
1988
17.5
12
1986
1984
15.0
10
1982 .o
� 12.5
1980 a
r-
O 8
I
ai
o
1978
� 10.0
0 6
'U
1976
o
1
1974 0
7.5
0
U
,
O
U
4
1972
5.0
1970
2
--------------•
1968
2.5
0
1966
0.0
Trichloroethene (TCE)
Date
1990
1
1988
1986
1984
v
1982
�
.o
� 1
Y
1980
w
o
1978
Y
12
1976
Y
v 1
1974
0
0
O
U
1972
1970
1968
1c
1966
1990 1
1988
1986
1984
� J
1982 .o
Y
1980 > 1
w o
1978
Y Y
1976
U
1974 0 0
O U
1972 10
1970
1968
1966
S\I- A , 2�1�2�2�2�222�2�
1990
1990
1988
20.0
1988
1986
17.5
1986
1984 v
1984 v
1982 0
�
15.0
1982 .g
1980 >
c
12.5
1980
W
o
'
W
1978
1978
°Y'
Y
10.0
a
1976 3
v
1976
1974
0
7.5
1974
O
U
I
O
1972
1972
5.0
1970
1970
1968
2•5
- -�
1968
1966
0.0
1966
2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2� 1,o2�1$2�2�2�222�2� 2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2�
Date Date Date
Benzene 1,4-Dichlorobenzene 1,4-Dioxane
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
Publish Date: 09/11/2023 11:23 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
i
1990
1988
1986
I
1984
V
I
I
I
1982
�
o
•Y
i
1980
1978
w
1976
1974
0
1972
O
1970
1968
------------T-----------------------
1966
S122�1�2�1,o -No �2�2Q2Ll- �
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TCE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
— Groundwater Elevation (ft)
-- Leachate Extraction Start Date
Figure 5
Hydrograph and Constituents of Concern Versus Time - MW-02
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
J
�3
c
0
M
c
2
c
0
v
X
14
12
10
c
0 8
M
c
0 6
c
0
V
4
2
0
Tetrachloroethene (PCE)
2009
2007
2005
2003 0
2001 >
Q)
w
1999 iv
1997
1995 0
6
1993
1991
.;.
6
5
J 4
>s
c
0
3
c
v
rZ
Vo 2
it
Trichloroethene (TCE)
2009
102
2007
2005
2003 0
101
2001
w
0
1999
12
1997
10°
1995 0
1993
1991
10-1
1989
cis-1,2-Dichloroethene
2�1�2�1�2�211) 2�2� 2���2�1�2�122�1�2�1�2�1$2�2�2�222�2� 2��82�1�2�1I- \" � ,'o \,)2�2" o"2 �2�
Date Date Date
20.0
2009
2007
17.5
2005
15.0
2003
0
M
12.5
2001
>
o
1999
a
10.0
1997
�
c
c
7.5
1995
0
0
v
�9
5.0
1993
1991
2.5
1989
0.0
2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2� 162�1$2�2�2�222�2�
Date Date
Benzene 1,4-Dichlorobenzene
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
Publish Date: 09/11/2023 11:23 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
2009
20
2007
2005
17
2003
0
15
2001
>
c
12
w
�
1999
10
1997
3:
c
0
7
1995
0
U
�
5
1993
1991
2
1989
0
2009
101
2007
2005
2003 0
2001 >
10°
w
0
1999 iv
�
1997
c
c
1995 0
v
10-1
1993
1991
1989
2009
2007
2005
2003 0
2001
1999
1997
c
1995 0
1993
1991
1989
Date
1,4-Dioxane
Vinyl Chloride
2009
2007
2005
2003 0
2001
w
1999
1997
1995 0
6
1993
1991
.;.
2Q000 16x" o",2�2�
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TCE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
Groundwater Elevation (ft)
-- Leachate Extraction Start Date
Figure 6
Hydrograph and Constituents of Concern Versus Time - MW-03
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
J
�3
c
O
M
c
2
c
O
U
1
4
14
12
10
c
O 8
M
c
0 6
c
O
U
4
2
0
Tetrachloroethene (PCE)
I
I
I
I
I
I
I
I
I
I
I
cuu• u•
c•
1958
6
5
1956 v
O
\
J 4
o
1954
3
3:
0
qj
�
0
U
V
o 2
0
U
1952 (D
1
1950
0
Trichloroethene (TCE)
2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2� 2���2�1�2�122�1�2�1�2�1$2�2�2�222�2�
Date Date
1958
20.0
17.5
1956_
15.0
�
o
2
J
\
0)
12.5
0
1954
�
10.0
nz
c
U
7.5
O
0
U
1952
5.0
2.5
1950
0.0
1958
102
1956 v
101
0
\
1954 �
12
3
100
C
C
0
O
0
1952
V
10-1
1950
cis-1,2-Dichloroethene
i
1
1
1
1
1
1
I
2Q0$2S1I2S\I- \A2�162�1�2�2�2�222�2�
1958
101
1956 v
�
O
J
\
>
100
1954
0
�
C
7
U
0
0
O
1952 0
U
10-1
1950
1958
,
20.0
1956
17.5
1956 1
o
15.0
g
1954
Q
c 12.5
a>>
w
0
w
1954
fu
10.0
M
3:
c
v
7.5
o
U
1952 0
1952 (�
5.0
1
1
2.5
1
1
1950
0.0
1950
2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2� 162�1$2�2�2�222�2� 2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2�
Date Date Date
Benzene 1,4-Dichlorobenzene 1,4-Dioxane
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
Publish Date: 09/11/2023 11:24 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
Vinyl Chloride
1958
1956
C
0
1954
C
0
1952 (D
I
I
I
I
I
I
----------- ----------------
1950
Q�1,3 S\Q- CNN '\102�1O2�2�2�22262I,
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TCE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
Groundwater Elevation (ft)
-- Leachate Extraction Start Date
Figure 7
Hydrograph and Constituents of Concern Versus Time - MW-04
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

J
a
c
O
c
U
c
O
U
5
1989
1987
4wa���
1985
0
•2
3
1983
w
2
1981
0
l7
1
1979
1977
0
2201'�)162ON"�2Q2LL �
2��$2ON"
Date
14
12
10
c
O 8
M
c
6
c
O
U
4
2
0
6
1989
1
5
1987
4
i
1985
v
0
.2
1
2
0
if
3
---------- ------ --
1983
—
�
v 1
2
1981
n
0
O
1
1979
1c
1977
0
Date
1989
ZU.0
17.5
1987
15.0
1985
g
.2
0)
12.5
0
1983
-
�
10.0
�
c
1981
c
o
7.5
O
U
5.0
1979
2.5
1977
0.0
1989
20.0
1987
17.5
1985
0
15.0
iv
c
12.5
1983
10.0
3
v
1981
0
7.5
O
5.0
1979
2.5
1977
0.0
1989
1
1987
1985 g
� � 1
w O
1983
U
� C
1981 � v
0
1c
1979
1977
S\I- A , 2�1�2�2�2�222�2�
1II 200 162�1$2�2�2�222�2� 2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2�
Date Date Date
Benzene 1,4-Dichlorobenzene 1,4-Dioxane
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
Publish Date: 09/11/2023 11:24 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
87
85
c
O
83 w
79
i
1989
1987
1985 .2 0
1983
i
1981
O
1979
1977
S\I- \II1,0 NCO, �2Q2l- Q2�
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TCE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
— Groundwater Elevation (ft)
-- Leachate Extraction Start Date
Figure 8
Hydrograph and Constituents of Concern Versus Time - MW-05R
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
�3
c
O
M
0
14
12
10
c
0 8
M
c
6
c
0
V
4
2
0
Tetrachloroethene (PCE)
I
I
I
I
I
I
I
I
1
1
I
1
I
1
I
- - ------ ---------------
I
I
$ 2�1� 2�122�1 2�1
Date
Date
Benzene
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
2066
WOM
2062
2060
c
0
2058
2056 "'
iv
2054
2052 =
O
2050 6
2048
2046
Trichloroethene (TCE)
6
I
I
5
J 4
>s
1
0
Date
2066
20.0
2064
17.5
2062
15.0
2060
J
o
12.5
2058
o
2056 w
�
10.0
iv
2054
U
7.5
2052 0
v
2050 �9
5.0
2048
2.5
2046
0.0
Publish Date: 09/11/2023 11:24 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
2Q00231I32;),\1 \R161$�112'31, Q2�
Date
1,4-Dichlorobenzene
2066
102
2064
2062
2060
J
101
o
2058
0
°—
2056 LU
2054
100
-6
2052 0
V
c
0
2050
2048
10-1
2046
cis-1,2-Dichloroethene
------- i-----------
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
1
S\I- \A161,)2�2�2�222�2�
2066
,
2064
20.0
2062
17.5
'
1
2060
15.0
o
2058
a',
c
12.5
2056
10.0
2054 3
1
2052 0
0
7.5
2050
5.0
2048
2.5
-- ---- -
2046
0.0
Date
1,4-Dioxane
2066
101
2064
2062
Y
2060
J
O
2058
10°
°—
2056 "'
2054
2052 0
U
C
v
2050
10-1
2048
2046
64
62
60
58
56
54
52
O
50
48
46
Vinyl Chloride
I
i\\/II
--------------------
I
I
I
I
I
2���2�1�2�122�1�2�162�1�2�2�2�222�2�
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TICE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
Groundwater Elevation (ft)
-- Leachate Extraction Start Date
2066
2064
2062
Y
2060
0
2058
Q)
2056
2054
2052 0
2050
2048
2046
Figure 9
Hydrograph and Constituents of Concern Versus Time - MW-06
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

Tetrachloroethene (PCE)
5
4
�3
c
O
M
c
2
c
O
U
1
19S4
1952 0
w
1950 C
O
0 I `CQDPCD ME; " µ 1948
$
Date
14
12
10
c
O 8
M
c
6
c
O
U
4
2
0
LD
Trichloroethene (TCE)
6
5
J 4
c
0 3
c
v
o 2
U
1
0
1954
20.0
17.5
15.0
1952
0
.2
0)
12.5
w
o
�
10.0
1950
u
o
7.5
O
U
5.0
2.5
1948
0.0
102
1952 0
1
10
2
w
0
0
3
100
1950 �
o
O
U
6
10-1
1948
Date
1954
20.0
17.5
1952
0
15.0
>
c
12.5
w
.0
10.0
3
v
1950
0
7.5
O
U
5.0
2.5
1948
0.0
cis-1,2-Dichloroethene
1954
101
1952 0
>
10°
tv
w
C
o
3
U
1950 C
u
o
O
U
0
10-1
1948
Date
2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2� 200 162�1$2�2�2�222�2� 2��$2�1�2�122�1�2�1�2�1�2�2�2�222�2�
Date Date Date
Benzene 1,4-Dichlorobenzene 1,4-Dioxane
Notes:
1. Dashed horizontal lines represent the 2L groundwater standard.
2. Dashed vertical lines represent the start of leachate extraction.
3. Non -detects are plotted as an open symbol at the method detection limit.
4. Data presented are from semiannual sampling events from 2007 to Spring 2023.
µg/L: micrograms per liter
ft: feet
Publish Date: 09/11/2023 11:24 AM I User: SAR-SCOL
File Path: \\Wcl-fs1\asheville\Projects\Jackson County\02-Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
w
1950 ("
IM
1948
Vinyl Chloride
1954
1952 0
w
1950 C
O
----- 1948
�)162Ci1co,�)xl)
Date
Constituent Key with 2L Standards
f Tetrachloroethene (PCE) (0.70 µg/L)
Trichloroethene (TCE) (3 µg/L)
cis-1,2-Dichloroethene (70 µg/L)
f Vinyl Chloride (0.03 µg/L)
f Benzene (1 µg/L)
f 1,4-Dichlorobenzene (6 µg/L)
1,4-Dioxane (3 µg/L)
Groundwater Elevation (ft)
-- Leachate Extraction Start Date
Figure 10
Hydrograph and Constituents of Concern Versus Time - MW-07
Spring 2023 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

Appendix A
Well Sampling Logs, and Equipment
Documentation and Instrument
Calibration Data Sheets

ANCHOR
.�, QEA `
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Well Sampling Log
well ID: MW-01
Project Name:
Jackson County Landfill Date: • '4t > r � (]�j�23 123
Project Number:
C21480-01.01
Weather. g '. ',UA 4, I C la�
Project Location: D'lllsborro,, NC
Facility ID or Permit 4 (if applicable): S0.02
Sample Collector(s):-Iim
1 C9_
Sample ID (on COC): MW-01-toti3cTS23,
Well Diameter.
2
in Sample Time: 10 : 140 0-j fi3 t?,3 j
Screen Interval:
N/A
ft bgs
Measuring Point:
TOC
Well Depth (WD): 110.5 ft TOC
Well Type:
xStick Up ❑flush Mount
o,-+ � 5
Water Level in Feet (WL): TOC
Comments: 1
—j
_ft
1
Length of Water Column (LWC): 5 . i 1 ft; (WD - WL)
wA
yr> I One Casing Volume: (� , [ }(p gallons; (LWC x WCV)
®n INA 112i
1 �,S
Three Casing Volumes: gallons
-torhaVIRA0
Actual Volume Purged: gallons
Tagged Bottom:
Inobt— ft at (time):
w
r Three Casing Volumes: gallons
Well Casing Volumes (WCV)
1" = 0.04 Gal/Ft P7= 0.16 Gal/Ft 3" = 0.37 Gal/Pt 4" = 0.65 Gal/Ft 6" = 1.47 Gal/Ft 8" = 2.61 Gal/Ft 12" = 5.87 Gal/Ft
Purge Method:
Bailer-Disp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Sample Method:
Bailer-Disp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Oxidation
Dissolved
Specific
pH (S.U.)
Reduction
Gallons
Temperature
Oxygen
Conductivity
report to 0.1
Potential
Turbidity
Reading
Time
Purged
VQ
(mg/L)
(pmhos/cm)
S.U.
(m1)
(NTU)
Comments
1
i01.%
----
iS Z
I. 9 1
i 6.2
2
J" IS
j
5 2
2. 1
5
2, v4
3
.3
4
: 25
l
-W
2.3 r— 71)
5
%
!
I S -
2.2©
S-
2...
6
%?>S
I
7
IS2 r
+
S
2-a$
S+O
8
9
10
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Protective Casing: i/
Pad: -�J_ Loclic= Vegetation: Access: _X yt0.a �b'c Ayu C,[- CLCC2,.%j
Sample Analysts
sample
Signature:0. P-4w
Analysts mott.. Date:
t O�l�-3 L
e
Name: J�
Notes: d
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity, +/- 3% Conductivity,, +/- 0.1 pH unit +/- 70 mV (orORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staffmembers initials and dater t t n (l L4C
3. Samples are analyzed immediately upon collection. J
4. NC Field Laboratory Certificate Number 5445
Abbreviations: l
°C: degrees Celsius
pmhos/cm: micromhos per centimeter
mg/L: milligrams per liter
mV: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
ft: feet
in: inches
bgs: below ground surface
TOC: top of casing
_^
5
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 0 G-2011
pH: SM 4500-H' B-2011
Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Well Sampling Log
Well ID:
MW-02
Project Name:
Jackson County Landfill Date:
0�1/27. 1Z3
Project Number.
C21480-01.01 Weather.
60 8 "
Project Location:
Dillsboro, NC Facility ID or Permit # (if applicable):
50.02 ILI
Sample Collector(s):
�1 c Sample ID (on COC):
MW-02- 7 p p
Well Diameter.
2 in Sample Time:
Screen Interval:
N/A ft bgs
Measuring Point:
TOC Well Depth (WD):
f0,7
ft TOC
Well Type:
t6tick U ❑Flush Mount Water Level in Feet
p (WILY
�
ft TOC
��yp
Comments: W L 7 �T
%X_A bz3 it OLly!30 �.tj • Length of Water Column (LWQ:
ft; (WD - WL)
bh C;34 Z. i
rZA One Casing Volume:
gallons; (LWC x WCV)
8au U.ck
2 } c!w Three Casing Volumes:
gallons
Actual Volume Purged:
gallons,� 2 IS
Tagged Bottom:
�ft at (time): �'� "• '(7 5 Three Casing Volumes:
gallons
Well Casing Volumes (WCV)
1" = 0.04 Gal/Ft 2" = 0.16 Gal/Ft 3" = 0.37 Gal/Ft 4" = 0.65 Gal/Ft 6" = 1.47 Gal/Ft
8" = 2.61 Gal/Ft 12" = 5.87 Gal/Ft
Purge Method:
Bailer-Disp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos
Other:
Sample Method:
Bailer-Disp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos
Other.
Oxidation
Dissolved
Specific
pH (S.U.)
Reduction
Gallons
Temperature
Oxygen
Conductivity
report to 0.1
Potential
Turbidity
Reading
Time
Purged
CQ
(mg/L)
(pmhos/cm)
S.U.
(mv)
(NTU)
Comments
.�
2
i
I
i�
. i
I clU6
i
3
S 1`
yr
5
5�° a •
S
`.00
t
6
t
S• c7
.•}
& •-0
6
lYv� FO
7
1 �i
8
0� �L�Ttsu
9
10
Sampling Container
Number of Containers Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Q,
+
Other
Protective Casing: Pad: Lock: Vegetation: Access:
Sample Analysts
Sample
Signature:
Analysts
Name: ]Q SS I' C'C�
Date:
0-b 123 i'Z-j
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity,, +/- 3% Conductivity; +/- 0.1 pH unit' +/- 70 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
Abbreviations:
Method Reference:
°C: degrees Celsius S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter ft: feet
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L: milligrams per liter in: inches
DO: SM 4500 O G-2011
mv: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing
Turbidity: SM 2130 B-2011
�4_A "'` /
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
well ID: MW-03
Project Name: Jackson County Landfill
Project Number. C21480-01.01
Project Location: Dillsboro, NC
Sample Collector(s):.__�g? 1 t _
Well Diameter. 2
Screen Interval: 48.5-63.5
Well Depth (as constructed):_ 65.5
Depth to Water. L� 1'20
Measuring Point TOC
Depth of Pump Intake: 5o _
Pump Used (circle): Peristaltic Bladder
Comments: �.l.i'vj
f
Date: C�b (12-. ITA
Weather. '• 3' t 5_V,-V .� c.tU �. r�
Facility ID or Permit * (if applicable): SO-02
Sample ID (on COC): MW-03-��-
in Arrive at Well:
If bgs Start Time: I ��
ft bgs Sample Time:
ft Leave Well:
Well Type: xStick Up oFlush Mount
ft Tagged Bottom: ft at (time):
Other (describe): Purge Rate: �� 00 L m
'r„ L Total Volume Purged:
Pump Speed: ❑ ;,U; re-_ _
Time
DTW (feet)
Temperature ('Q
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potenrtiial (mV)
Turbidity (NTU)
�0-4
- V
1
y
C
1
1 o L
0
.Q
3C7
. ca
H 5
'-15
4
Sample Analyst Signature:
Sample Analyst
Name: ICE
Date:
,.Z-} .Z .
Notes.• 9
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity; +/- 3% Conductivity, +/- 0.1 pH unit +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017:
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff member's initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
S. 1 pmho/cm = 1 pS/cm
Abbreviations:
Method Reference:
'C: degrees Celsius S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter ft: feet
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L: milligrams per liter in: inches
DO: SM 4500 O G-2016
mv: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOO top of casing
Turbidity: SM 2130 B-2011
Ir 1 JOSS' ell( S Sa.v1fPJ 03,
Page 1 of 1

ANCHOR
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
iWelf ID: MW-04
Project Name: Jackson County Landfill
Project Number. C21480-01.01
Project Location: Millsboro, NC
Sample Collector(s): lam
Well Diameter: 2
Screen Interval: 25- 40
Well Depth (as constructed):
Depth to Water: ©
Measuring Point:TOC
Depth of Pump Intake: 35
Pump Used (circle): Peristaltic Bladder
Comments: t, n 1
�l7vL` ��
Date: Z3
Weather. J`-,rcGt,
Facility ID or Permit # (if applicable): 50-02
Sample ID (on COC): MW-04-
in Arrive at Well: ;
ft bgs Start Time:
ft bgs Sample Time: bJ
ft Leave Well:
Well Type: )[Stick Up ❑Flush Mount
ft Tagged Bottom: - 4q ft at (time): S : 'i
Other (describe): Purge Rate: L fMi
Total Volume Purged:
Pump Speed:
Time
DTW (feet)
Temperature (°C)
Dissolved O
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
15
"7I°r
1
2
2
5,
�S .3
,# S
l
�5- so
51-2-
--B3
r
S
25. 55
�-0
2 2r.
5 2,1 a
s 9
5
l l
Sample Analyst Signature:
i
Sample Analyst
Name: s L
Date. -
Notes: r
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity, +/- 3% Conductivity, +/- 0.7 pH unit; +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017:
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff member's initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 VS/cm
Abbreviations:
Method Reference:
°C: degrees Celsius
S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter
ft: feet
Specific conductivity: EPA Method 120.1, Rev. 1962
mg/L: milligrams per liter
in: inches
DO: SM 4500 O G-2016
mv: millivolt
bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units
TOC: top of casing
Turbidity: SM 2130 B-2011
A'SC)q" (din
Dt
Page") of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Well Sampling Log
iWell ID:
MW-OSR
Project Name: Jackson County Landfill
Date: O f Z
Project Number. C21480-01.01
Weather.
Project Location: Dillsboro, NC Facility
ID or Permit # (if applicable):
50.02
Sample Collector(s): �1f �; ���
ram`
Sample ID (on COC):
_ MW-05R-Lty2.7� 2
Well Diameter. 2 in
Sample Time:
' Z L S1
Screen Interval: N/A ft bgs
Measuring Point TOC
Well Depth (WD):
54 ft TOC
Well Type: NStick Up oFlush Mount
Water Level in Feet (WL):
• 9 ., S ft TOC 0312-1 I2'3
Comments: ��]� y� A1,�
` s�-
Length of Water Column (LWC):©I}
ft; (WD - WL)
t
�'Q�. �Q� %2.1 ��
One Casing Volume:
9
gallons; (LWC x WCV)
i -- i v\. (q&)
Three Casing Volumes:
gallons i I °
Y�
Actual Volume Purged:
gallons
Tagged Bottom: ft at (time): 1i5 ;
Three Casing Volumes:
gallons
Well Casing Volumes (WCV)
V' = 0.04 Gal/Ft 2" = 0.16 GaVFt 3" = 0.37 Gal/Ft 4"
= 0.65 GaVFt . 6" = 1.47 GaVFt 8" = 2.61 Gal/Ft 12" = 5.87 Gal/Ft
Purge Method:
Bailer-Disp.
Bailer-Disp.
Bailer -Teflon Dedicated Pump
Bailer -Teflon . Dedicated Pump
Whale Pump Grundfos
Whale Pump Grundfos
Other.
Other.
Sample Method:
Oxidation
Dissolved
Specific
pH (S.U.)
Reduction
Gallons
Temperature
Oxygen
Conductivity
reportto 0.7
Potential
Turbidity
Reading
Time
Purged
VQ
(mg/L)
(pmhos/cm)
S.U.
(mV)
(NTU)
Comments
Z
-
1 - l
`t
2
2
i 2r..
.�
. 2.
��
3
_9
3
3
4
5 ,
5�
.`L
4:::d
'
5
a 2
6
7
8
9
10
Sampling Container Number of Containers Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Protective Casing: Pad: Lock: Vegetation:
Access:
Sample Analysts Sample
Signature: Analysts
Name:
\ (Q.
Date:
-2
notes: .7
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity, +/- 3% conductivity,- +/- 0.1 pH unit; +/- 70 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
Abbreviations: Method Reference:
`C: degrees Celsius S.U.: standard units Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter ft: feet Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L milligrams per liter in: inches DO: SM 4500 O G-2011
mV: millivolt bgs: below ground surface pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing Turbidity. SM 2130 B-2011
Page 1 of 1

ANCHOR usI 1�.�� C�1 vv � ,� i , s�� Anchor QEA of North Carolina, PLLC
tsz Q� 231 Haywood Street
.� .cam
Asheville, North Carolina 28861
Low -Flow Sampling Log
well ID: MW-06
Project Name: Jackson County Landfill _ Date: () 6! , j 123
Project Number. C21480-01.01 Weather. 41 e YGL� rC�:
Project. Location: Dillsboro, NC Facility ID or Permit # (if applicable): 50-02 ss��
Sample Collector(s): t C Sample ID (on CDC): MW-06- -_Tt Cr�
Well Diameter. 2 in Arrive at Well:
Screen Interval: 84-94 ft bgs Start Time: p'
Well Depth (as constructed): 94 ft bgs 'Sample Time: 1 L
Depth to Water. . 00 ft Leave Well:
Measuring Point TOC Well Type: 3 Stick Up ❑Flush Mount
Depth of Pump Intake: 91 ft Tagged Bottom: 17110ft at (time): 0
Pump Used (circle): Peristaltic Bladder Other (describe): Purge Rate: (, M ih
Comments: +kk Me p.^ Total Volume Purged:
IOCA P� 1 Do : t30 �r : 3J1��, S�O�L �s s Pump Speed: ' `25 r-
Time
DTW (feet)
Temperature (*Q
Dissolved Oxygen
(mg/L)
Specific I
Conductivity
(Nmhos/cm)
pH (S-U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
Go "I
2 - .
. 2,4
2.. - S
. 3 t
q
iZ
.-j_
z qq
t
6-
Z .
�
`l L
�
Z3Lf • 1
2.5-+
: I
. o
a..
S-S?
'2WT -A
t
1
l
"i
S • S
Sample Analyst Signature:
Sample Analyst
Name:
es i�ca IYt u-��= s Date: OAj 22�" _3
Notes
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity,, +/- 3% Conductivity,, +/- 0.7 pH unit,' +/- 70 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017: -
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
5. 1 umho/cm = 1 uS/cm
Abbreviations: Method Reference: T S 2 -5
°C: degrees Celsius S.U.: standard units Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter ft: feet Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L; milligrams per liter in: inches DO: SM 4500 O G-2016
mv: millivolt bgs: below ground surface pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing Turbidity: SM 2130 B-2011
br^ IrC-rk
�t
f�"V-\p -\�,A_AA
pr
Page 1 of 1

ANCHOR
Q1:.1"i a..��
c..c-1ci
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Low -Flow Sampling Log
lWell ID: MW-07
Project Name: Jackson County Landfill Date: 031
Project Number. C21480-01.01 Weather. rF i -&"hyyk1 C %:
Project Location: Dlllsbof o, NC Facility ID or Permit # (if applicable): 50-02 11
Sample Collector(s):�� Sample ID (on COC): MW-07-
Well Diameter. 2 in Arrive at Well: :a-,
Screen Interval: 70 - 95 ft bgs Start Time: I ., tit(
Well Depth (as constructed): 95 ft bgs Sample Time::
Depth to Water. , q ft Leave Well:
Measuring Point: TOC Well Type., xStick Up ❑Flush Mount
Depth of Pump Intake: 85 ft Tagged Bottom: ft at (time):;��
Pump Used (circle): Peristaltic Bladder Other (describe): Purge Rate: L '
Comments: ��yy' L n Total Volume Purged:
�►0]rU G 1 { `: +T� _ _ Pump Speed: D 2Z i ,
Time
DTW (feet)
Temperature (°C)
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity (NTU)
�
3
i
S
65
1i -5
to
'2-
'Z .
t
.0
IS.q
2
51q
•"
1 Z
u
�S,
q
S,q
•p„
�
1 2(c
2O
2
S
1 s
-
.. 2
=:10
t b-o
4; r
r6i fi
q
; -6
`z D
. D
S 4 0`3
Ci
b
bil-
�. q
i'Z
Sample Analyst Signature:
Sample Analyst
Name:
5S1 ��
Date:
03 bj 1
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity, +/- 3% Conductivity,- +/- 0.1 pH uniZ7 +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017:
2. Documentation errors are to be crossed out with a single line. so the original text is still legible, followed by the staff member's initials and date
3. Samples are analyzed immediately upon collection.
4. NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 pS/cm
Abbreviations:
Method Reference:
°C: degrees Celsius S.U.: standard units
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter ft: feet
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L: milligrams per liter in: inches
DO: SM 4500 O G-2016
mV: millivolt bgs: below ground surface
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units TOC: top of casing
Turbidity: SM 2130 B-2011
* Cv u, t ek (lam{' SA,,VV Pke-, �-O,( PC -)On e Y,
I �,Dql W.2;, 1 a ­ %eb C /
c
Page 1 of 1

Anchor QEA of North Carolina, PLLC
231 Haywood Street
ANCHOR
.� QEA
Asheville, North Carolina 28801
Well Sampling Log
IWO ID:
' 04
Project Name�1 JS 50 V\ Co.
j a&y,,A
;" { {
Date: 051� of 1Z3
Project Number:
Weather.
� C,
Project Location:
Facility
ID or Permit # (if applicable):
50--02
Sample Collector(s): r C
Sample ID (on COC):
y(\�—(�—��2�
Well Diameter: Z
in
Sample Time:
Screen Interval:
CJ S ft bgs
Measuring Point: — ��
Well Depth (WD):
�'
ft TOC
Well Type: "Stick Up ❑Flush Mount
Water Level in Feet (WL):q
ft TOC
Comments: f&A in,_ D :
2 Q 'V-7 t
20
Length of Water Column (LWQ:
ft; (WD - WL)
One Casing Volume:
gallons; (LWC x WCV)
4 V
Three Casing Volumes:
gallons
1' 42
8�r�
Actual Volume Purged:
gallons
v
Tagged Bottom: ft
at (time):
Three Casing Volumes:
gallons
Well Casing Volumes (WCV)
1" = 0.04 Gal/Ft 2" = 0.16 Gal/Ft
3" = 0.37 Gal/Ft 4"
= 0.65 Gal/Ft 6" = 1.47 Gal/Ft
8" = 2.61 Gal/Ft
12" = 5.87 Gal/Ft
Purge Method: Bailer-Disp. Bailer -Teflon Dedicated Pump
Whale Pump Grundfos
Other:
Sample Method: Bailer-Disp. Bailer -Teflon Dedicated Pump
Whale Pump Grundfos
Other:
si l w
Oxidation
ssolved
Specific
pH (S.U.)
Reduction
GatlOms
Temperature
Oxygen
Conductivity
reportto 0.7
Potential
Turbidity
Reading
Time
P Wd
CQ
(mg/L)
(pmhos/cm)
S.U.
(mV)
(NTU)
Comments
1
L4 `2—
o p
t (o .
. 2
2
2
Z. i Q
2' O S
c9
20 s
�d -4
3
32-2p
15�
L5•i
I
• oq
1r35.
Z0
4
I 51
-0S
(o-O
1 9-S
q�
6
7
8
9
10
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Protective Casing: Pad: Lock:
Vegetation:
Access:
Sample Analysts
Sample
Signature:
U A�t
Analysts
Name:
_
Date:C0. Date: 0 3 P7j 123
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity, +/- 3% Conductivity, +/- 0.1 pH unit +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2017)
2. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
3. Samples are analyzed immediately upon collection. ,per ;`^^ VA � F° , ` t i , n
4. NC Field Laboratory Certificate Number 5445 �l(,�' �C. it CSL1 ON`^'4
Abbreviations:
°C: degrees Celsius
pmhos/cm: micromhos per centimeter
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U: standard units
ft: feet
in: inches
bgs: below ground surface
TOC: top of casing
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 0 G-2011
pH: SM 4500-H` B-2011
Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHOR
OEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Sampling Log - Grab
Location ID: LT-01
Project Name:
Jackson County Landfill
Date:
2;3
Project Number.
C21480-01.01
Weather,
o
Project Location:
Dillsboro, NC Facility ID or Permit # (if applicable):
SO-02
Sample Collector(s):�
L'�
Sample ID (on COC):
LT-01 -?vZj o32
Comments:
Sample Method (circle one):
Grab
Syringe Pump
Bailer-Disp. Other.
Dissolved, Specific
Oxidation
Temperature
Oxyg Conductivity
pH (S.U.)
Reduction
Turbidity
Time
CC)
(mg/L (Nmhos/cm)
report to 0, f S.U.
Potential (m1)
(NTU)
, 00'(�- Comments
-i qC)
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Access:
Sample Analyst
Sample Analyst Signature Name: S' Cc` m Date:
notes:
1. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field laboratory Certificate Number 5445
Abbreviations:
°C: degrees Celsius
pmhos/cm: micromhos per centimeter
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 0 G-2011
PH:SM 4500-H' B-2011
Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHOR
� QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Sampling Log - Grab
Location ID: DW-01
Project Name.
Jackson County Landfill
Date:
Project Number.
C21480-01.01
Weather. S r
Project Location:
Dillsboro, NC Facility ID or Permit # (if applicable): 50-02
Sample Collector(s):
r L Q
Sample ID (on COC): DW-01-
Comments:
Purged 30 gallons prior to sampling. Wilkey residence.
Sample Method (circle one):
Grab
Syringe Pump
Bailer-Disp. Other.
Dissolved
Specific
Oxidation
Temperature
Oxygen `
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VC)
(mg/L)
(/pmhos/ccm)
reportto 0.1 S.U.
Potential (m1)
(NTU)
Comments
i+
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
3
1 L Glass
Other
Vegetation:
Access:
Sample Analyst
Sample Analyst Signature: Name: �-e Ssl ��Date: Z
1. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
'C: degrees Celsius
pmhos/cm: micromhos per centimeter
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 O G-2011
pH: SM 4500-H' B-2011
Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Sampling Log - Grab
Location ID: DW-02
Project Name:
Project Number.
Project Location:
Sample Collector(s):
Comments:
Jackson County Landfill Date: 12
C21480-01.01 Weather:
Dlllsboro, INC Facility ID or Permit # (if applicable): 50-02
0-92, Sample ID (on COC): DW-02-
From spigot on house at Kim's property.
Sample Method (circle one):
Grab
Syringe
Pump
Bailer-Disp. Other.
Time
Temperature
(°C)
Dissolved
Oxygen . ,
(mg/L) ,,
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
reportto 0.7 S.U.
Oxidation
Reduction
Potential (MV)
Turbidity
(NTU)
Comments
T
2-
I r i 9
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
ca
\r ( CIS
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Sample Analyst Signature.
Sample Analyst
Name:
Access:
Notes: d
1. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
°C: degrees Celsius
pmhos/cm: micromhos per centimeter
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
Method Reference:
Temperature: SM 2550 B-2010
Specific conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 O G-2011
PH: SM 4500-H' B-2011
Turbidity: SM 2130 B-2011
Date: cZZ�E�Z
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID: SW-01
Project Name: Jackson County Landfill
Project Number: C21480-01.01
Project Location: Dillsboro, NC
Sample Collector(s): ji(�{1 j
Comments: Upstream of landfill
Date:
Weather'.
Facility ID or Permit # (if applicable):
Sample ID (on COC):
C6 1 Z
° YIVI
50-02
SW-01- p20323
Sample Method (circle
one)
Grab
Syringe
Pump
Bailer-Disp.
Other:
Time
Temperature
VQ
Dissolved
Oxygen (mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.15.U.
Oxidation
Reduction
Potential (mV)
Turbidity
(NTU)
Comments
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
C
—
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Access:
Sample Analyst
Sample Analyst Signature: t Name: Date: 2
Notes:
1. Documentation errors are to be crossed out with a single line, so the orioinal text is still leoible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
Method Reference:
°C: degrees Celsius
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L milligrams per liter
DO: SM 4500 0 G-2011
mv: millivolt
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units
Turbidity: SM 2130 B-2011
S.U.: standard units
Page 1 of 1

ANCHOR
QEAw
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID: SW-02
Project Name:
Jackson County Landfill
Date:
b3 2Zv .LZ
Project Number:
C21480-01.01
Weather:
3
w C:IO
Project Location:
Dillsboro, NC
Facility ID or Permit* (if applicable):
50-02
Sample Collector(s):,13Lno
c
Sample ID (on COC):
SW-02- a
Comments:
Downstream of landfill
Sample Method (circle
one):
Grab
Syringe
Pump
Bailer-Disp.
Other:
Specific
Oxidation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VC)
Oxygen (mg/L)
(Nmhos/cm)
report to 0.1 S.U.
Potential (mV)
(NTU)
Comments
.en
i
o-y-, VAW%XA 4::E>
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation: `V(f(r1y Access:
v
Sample Analyst
Sample Analyst Signature: Name: SS iI� , Date: ob Z L3
Notes:
1. Documentation errors are to be crossed out with a sinale line, so the oriainal text is still legible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
Method Reference:
'C: degrees Celsius
Temperature: SM 2550 B-2010
Nmhos/cm: micromhos per centimeter
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L: milligrams per liter
DO: SM 4500 O G-2011
mv: millivolt
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units
Turbiditv: SM 2130 B-2011
S.U.: standard units
Page 1 of 1

4 ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID: SW-03
Project Name:
Jackson County Landfill
Date:
ro
Project Number:
C21480-01.01
Weather:'
. D u l
Project Location:
Dillsboro, NC
Facility ID or Permit # (if applicable):
50-02
Sample Collector(s):
(� ` C.�
Sample ID (on COQ
SW-03- 2O7- u-j
Comments:
Mid -stream of landfill
Sample Method (circle
one):
=
Syringe
Pump
Bailer-Disp.
Other:
Specific
Oxidation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VC)
Oxygen (mg/L)
(pmhos/cm)
report to 0.1 S.U.
Potential (m1)
(NTU)
Comments
�� y
l Z •0
11 C�
2 5 3V62_
.b Jo
.5-
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Access:
Sample Analyst
Sample Analyst Signature: Name: 7�55� Lg (Y1tAuPX Date: 05123123
Notes:
1. Documentation errors are to be crossed out with a sinale line, so the oriainal text is still legible, followed by the staff members initials and date
2. Samples are analyzed immediately upon collection.
3. NC Field Laboratory Certificate Number 5445
Abbreviations:
Method Reference:
°C: degrees Celsius
Temperature: SM 2550 B-2010
pmhos/cm: micromhos per centimeter
Specific conductivity: EPA Method 120.1, Rev. 1982
mg/L• milligrams per liter
DO: SM 4500 O G-2011
mV: millivolt
pH: SM 4500-H' B-2011
NTU: nephelometric turbidity units
Turbiditv: SM 2130 B-2011
S.U.: standard units
Page 1 of 1

ANCHOR
4.09.1-9.rr
1,,zQTAd6Po4�v11r
ui ment Documentation and Instrument Calibration Data Sheet
Project Name: Jackson COun(}' Landfill Analyst Conducting Calibration: • (jr �>lur; t
Project Number. C21480-01.01 Date of Calibration:_ _0 4
Project Location: Dillsboro, NC Date of Field Measurements: 17,3
Facility ID or Permit # (if applicable): 50-02
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
Equipment Type Brand Serial Number Date of Use Rental Com any
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Select Turbidimeter.
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n }
Instrument Readings
10 NTU
Ift -L.I M
O
(Hach
20 NTU
Ait2,$
0 A 12
Cal (NTU): ' Qi
21000)
100 NTU
2 i Z 3
Cal (NTU): � (,
800 NTU
1 l0
I
Cal (NTU): +QL
Cal Std Information
Lot #:
Expiration Date:
'Pre -Analysis
Time:O �`—
Result (NT
Time: uvzo
Time:
Time: ci- 2
Calibration
Verification:
Check (10 NTU):
.Post -Analysis
Result (NTU):
Time:
Check (10 NTU):
YSI Professional Plus Multiparameter
Meter (s/n 10101802)
Cal
Std Information
Instrument Readings
Date
Lot a
Opened
Exp. Date
Dissolved Oxygen
Initial (%):
Cal (%):
b�/•
mmHg:
-i+[ —I �Ij
Temperature CQ:
--
Time:
(% saturation)
1 tl-
1
.
..SL
DO (Site #2,
Initial (%):
Cal (%):
mmHg:
Temperature CC):
Time:
if a livable)"
QC** Check DO
Time:
Result (%):
Time:
Result (%):
rime:
Result (%):
PH 7 S.U.
report to 0.7 S.U.
Initial:
�"•O�
pHmV: (•
'... t
Cal (S.U.):
. 0
pHmV:
"' �' •
Time:
U G! V S
1)
�'
+[
123
pH 4 S.U.
Initial:
pHmV:
Cal (S.U.): r�
pHmV: I�
i
Time:
1
y�
A01�2
report to 0.7 S.U.
,IV
. (� V
3 tp •
U 2
4
01123
pH 10 S.U.
report to0.7S.U.
Initial:
(7ao 1
pHmV:
•-?�S.
Cal (S.U.):
I� .� 1
pHmV:
-ws. ��
Ti n ems,
V-t't {p
s►i
�i! �`i2
o�IL�J
QC** pH 7 S.U.
Time:
oiy
Result (S.U.): y
A-
Time:
Result (S.U.):
Time:
Result (S.U.):(2�
10
011,24
report to 0.7 S.U.
r"
• 0-
i
Spec. Cond.
Initial:
Cal (Nmhos/cm):
77e:
1,000yimhos/cm
�L q 2
1.000
O65q
(4S
% Recovery=
QC** Spec. Cond.
Time:
Result (Nmhos/cm):
Time:
Result (Nmhos/cm):
Time:
Result (Nmhos/cm):
&o
1,000 umhos/cm
v`-�r - 2-S
q J()
t I•
08127-
C4123
% Recovery=
ORP 200 mV
Initial:
tqq.
Cal:
tad
Temperature CC):
l�.3
Time:
U+�-'�„
61
y�o
t,l(23
b3t'k3
Analyst Signature:
�%r
Analyst ';S" CO. m�PXS
Date: ��1Z
Notes: �J
Revision 8, 1/11/2?, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual
2. Speck Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows : Specific Conductivity, pH 7, PH 4, PH 10, DO, ORP, QC checks.
4- *When performing DO analyses at multiple sample sites (i.e. projecVfacility locations), the DO probe must be calibrated at each sample site prior to analysis.
5. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. " QC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot 4 as the initial QC.
7. % Recovery = (Value Obtained, pmhos/cm + True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number 5445
9. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
11. 1 Pmho/cm = 1 pS/cm
Abbreviations: Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units Temperature: SM 2550 B-2010
•C: degrees Celsius ORP: oxidation reduction potential Specific conductivity: EPA Method 120.1, Rev. 1982
DO: dissolved oxygen s/n: serial number DO: SM 4500 O G-2011
mg/L: milligrams per liter S.U.: standard units pH: SM 4500-H' B-2011
mV: millivolt Spec. Cond.: Specific Conductivity Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHOR
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Equipment Documentation and Instrument Calibration Data Sheet
Project Name: _Jackson County Landfill Analyst Conducting Calibration:�aAA
Project Number. C21480-01.01 Date of Calibration: (}� 12.2.1 Z'a y
Project Location: Dillsboro, NC Date of Field Measurements:
Facility ID or Permit # (if applicable): 50-02
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
EquipmentType
Brand Serial Number
Date of Use
Rental Company
Select Turbidimeter.®
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n
Instrument Readings
(Hach 2100Q)
Cal Std Information
10 NTU
20 NTU
100 NTU
800 NTU
Lot#:
f}Z 22.
n-J-1
21 3
Fit to
Expiration Date:
Cal (NTU): ��
Cal (NTU.1`0
Cal (NTU): &M
Time: Q 0 53
c7
TimeO S S
�J
Time: Q` �cy
Calibration
Verification:
'Pre -Analysis
Check (10 NTU):
Result (NTU):
a. D
Time: /
1FJ Sri
*Post -Analysis
Check (10 NTU):
Result (NTU):
q • ��/
Time:
�� ��
YSI Professional Plus Multiparameter
Meter (s/n 188101802)
Instrument Readings
Cal Std Information
Lot#
Date
Opened
Exp. Date
Dissolved Oxygen
(% satumdon)
Initial (%):
q L4,
Cal (%):
too—
mmHg:
',
Temperature CC):
, 2-
Time:
0 q 31
DO (Site #2,
if a livable)*
Initial (%):
Cal (%):
mmHg:
Temperature CC):
Time:
QC** Check: DO
Time: �( f t
Result (%):
Time:
Result (%):
Time:
Result (%):
PH 7 S.U.
report to0.7S.U..�
Initial: r�pHmV•:�l1
''D�1•
Cal (S.U.):
`I."'�+r01
pHmV•:
G7l•Q
Time:* �t
CJ`OL�GF
7y
I0l2L
1
��Z3
PH 4 S.U.
report to 0. 7 S.U.
Initial: . O 9
pHml:2
�
Cal (S.U.):O�
jj�„,��
pHmV:
C� 2-. (Q
Time:
O LLID
_
VuLiq
tot i..Z
69 (2%J
PH 10 S.U.
report to0.7S.U.
Initial:
Q'
pHmV:
—2D6.(Q
Cal �(S.U.):
to.,C7
pHmV�:1
e-20a•0
Time�::CC�� / (�
Vsr/ � 1
I ea
5((0
Q (
0Vt21
�p
VI`23
QC*. pH 7 S.U.
reorttoaiSU.113,
Time:
Result (S.U.):
S
Time:
Result (S.U.):
Time:
Result (S.U.):►p
` W(9
10(22
01 4
Spec. Cond.
1,000pmhos/cm
Initial:
100
Cal (pm os/cm):
L oO 6
Time:
0(O3
11 122
6812,3.
% Recovery=
QC** Spec. Cond.
1,000 pmhos/cm
Time:
�` 3g
Result (pmhos/cm):
(
t ab
Time:
Result (pmhos/cm):
Time:
Result (pmhos/cm):
2 CAp
U4
68 la
6417,3
% Recovery=
ORP 200 mV
Initial:
( It[ta .1.4
Cal: g�
DIDVt
Temper ure CC):
Time:
1410
2
01f ZJ
OV&.91
Analyst Signature: Analyst Name: esv CA. Date. oz 1
Notes:
Revision 6, 1/11/22, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conductivity, PH 7, PH 4, pH 10, DO, ORP, QC checks.
4. *When performing DO analyses at multiple sample sites (i.e. project/facility locations), the DO probe must be calibrated at each sample site prior to analysis.
S. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. ** QC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot # as the initial Qc.
7. % Recovery = (Value Obtained, pmhos/cm + True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number S445
9. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
11. 1 pmho/cm = 1 pS/cm
Abbreviations: Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units Temperature: SM 2550 B-2010
*C: degrees Celsius ORP: oxidation reduction potential Specific conductivity: EPA Method 120.1, Rev, 1982
DO: dissolved oxygen s/n: serial number DO: SM 4500 O G-2011
mg/L• milligrams per liter S.U: standard units pH: SM 4500-H* B-2011
mV: millivolt Spec. Cond.: Specific Conductivity Turbidity: SM 2130 B-2011
Page 1of1

1Z ANCHOR
ta.r.K..+sr
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Eciuioment Documentation and Instrument Calibration Data Sheet
Project Name: Jackson County Landfill _ Analyst Conducting Calibration: ��
Project Number: C21480-01.01 Date of Calibration: 27� f9-'A
Project Location: Dillsboro, NC Date of Field Measurements: (+�Z f ] S 123
Facility ID or Permit # (if applicable): 50-02
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
EquipmentType
Brand
Serial Number
Date of Use
Rental Company
Select Turbidimeter.
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n
Instrument Readings
(Hach 21000)
Cal Std Information
10 NTU
20 NTU
100 NTU
800 NTU
Lot #-.
'L L
L 25
110
Expiration Date:
0 f5
019 113
Cal (NTU):
Cal (NTU)-
q
Cal (NTU):
Time:
Time: C> )�0 tp>Time:
VD
Calibration
Verification:
*Pre -Analysis I
Check (10 NTU):
Result (NTU):
, M
Time:!,
V � l7 -
(fig
t A
*Post -Analysis
Check (10 NTU):
Result (NTUyy.
O 0.1 .
Time:
-.o` p V
y,
6 p
YSI Professional Plus Multiparameter Meter (s/n 186101802)
Instrument Readings
Cal Std Information
Lot #
Date
Opened
Date
Dissolved Oxygen
(% saturation)
Initial (%):
�� . 2
Cal (%):
' 0 `f
mmHg:
>�
Temperature CQ:
la •
Time:
a 9 2
DO (Site #2,
if a licable)*
Initial (%):
Cal (%):
mmHg:
Temperature CQ:
Time:
QC** Check: DO
Time:
LO 1-0 903•
Result (%):
Time:
Result (%):
Time:
Result (%):
PH 7 S.U.
report to0.1 S.U.
Initial: Q
- -{
pHmV:
_1
Cal (S.L1 fir♦
-0k
pHmV:
—� Q •
Time: r
0 -:Zi
to
>
�E(��
b6 2.
PH 4 S.U.
reportto 0.1 S.U.
Initial:
pHmV:
Cal (S.U.):
4.00
pHmV:
Time:'
b^- 7,
1 6%I
0
PH 10 S.U.
report to 0.1 S.U.
Initial4:
,q
pHmV:•7
_ L
Cal (S.U.):
1 Q�
pHmV:
•�'
Time:
D
TT
4 riL1
05ta
QC** pH 7 S.U.
r •ortto 0.15.U.
Time: 1
Li T ��
Result (S.U.):
4.0 ID
Time:
� a5 �I
Result S.U.).
,o
Time:
Result (S.U.):
2Ldt A
l'zZ.
Qt 12
Spec. Cond.
1,000 pmhos/cm
Initial:
r, /_
0 " v (0
Cal (pmhos/cm):
10 00
Time: 6
`•' (0u
za
S
��
% Recovery=
QC** Spec. Cond.
1,000 pmhos/cm
Time: l�
0 `
Result (pmmhhooss/cm):
� t (
Time: c ^�
J T
Result (pmhos/cm):
Ci g 6
Time:
Result (pmhos/cm):
2 D
Am
I q 9
3tu
1
l�i
% Recovery=
ORP 200 mV
Initial:
xm.O
Cal:
?gyp
Temperature ('C):
`
Time:
O_ 10
Analyst Signature:
Analyst Name:
1 CC,_
rS
Date:
123 12
Notes:
Revision 8, 1/11/22, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conductivity, PH 7, PH 4, pH 10, DO, ORP, QC checks.
4. *When performing DO analyses at multiple sample sites (.e. project/facility locations), the DO probe must be calibrated at each sample site prior to analysis.
S. QC Acceptable Ranges: PH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. - QC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot # as the initial QC.
7. % Recovery = (Value Obtained, pmhos/cm . True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number 5445
9. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
11. 1 pmho/cm = 1 pS/cm
Abbreviations: Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units Temperature: SM 2550 B-2010
'C degrees Celsius ORP: oxidation reduction potential Specific conductivity: EPA Method 120.1, Rev. 1982
DO: dissolved oxygen s/n: serial number DO: SM 45000 G-2011
mg/L: milligrams per liter S.U.: standard units pH: SM 450o-H' B-2011
mV: millivolt Spec. Cond.: Specific Conductivity Turbidity: SM 2130 B-2011
Page 1 of 1

1l,zANCHOR
c1c A q ..r..+r_0W
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
ui ment Documentation and Instrument Calibration Data Sheet
Project Name: S�l[.1�blsrt �n�[ C(y �'I Analyst Conducting Calibration:
Project Number: 1�� (� —Qk, Date of Calibration: 0-6 12} ( Z 73 r
Project Location: YV I f\it Date of Field Measurements:
Facility ID or Permit # (if applicable): 50—OIL
tQUII'MINI LIOGUMINTATION
Rental sample analvsis eauioment or meters used to take measurements:
Equipment Type Brand Serial Number Date of Use Rental Company
Select Turbidimeter.
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n
Instrument Readings
10 NTU
Wz
0 ig J'J,_JO
(Hach
20 NTU
Cal (NTU): 0,0
21000)
100 NTU
Pak%-
O
Cal (NTU):
800 NTU
10
l 2
Cal (NTU)
Cal Std Information
Lot #
Expiration Da
*Pre -Analysis
Time: ram/ (
Result NTU):
Time&,,
Ti
�!
Time:
Yo
Calibration
Verification:
Check (10 NTU):
*Post -Analysis
Check (10 NTU):
Result NTU):
4 D 3
7�
Time:
Q
-`
YSI
Professional Plus M
rameter Meter (s/n 188101802)
Cal
Std Information
Instrument Readings
Date
Lot #
Onened
Exp. Date
Dissolved Oxygen
Initial (%):
o 8
Cal (%):
mmHQ:
Temperature CQ:
Time:
(% saturation)
DO (Site 92,
Initial (% •
Cal (%):
mmHg:
Temperature (°C):
Time:
I f applicable)*
QC** Check: DO
Time:
Res It %):
S•
Time:
Result (%):
Time:
Result (%):
PH 7 S.U.
Initial:
—I
pHmV:
Cal (S.U.):
pHmV:
Time:
�
report to0.1S.U.
2
•03
—S%,oZ.
'k t
_SS •W
(
�l,
m�
iiOIL2.
12
PH 4 S.U.
reporttoO.I S.U.
Initial: `q
\ •V�"'
pHm • r
� , c 10
Cal (S.U.):
4-06
pHmV:
1 en.
I 7
LC)q0J
40ll'L
0Q13
PH 10 S.U.
report to0.1S.U.
Initial:
pHmV:
a
Cal (S.U.):
-01
pHmVq: rr --
- 4 l0-
Time: Z
GJ'L
enr—
S
0812,Z
(q1
QC** pH 7 S.U.
Time:
-5
Result (S.U.):
-+
Time:
4
Result S.U.):
�'
Time:
Result (S.U.):
7 i r�
'• �Y r
re ortto 0.1 S.U.
* p
12L
ot
Spec. Cond.
Initial:
Cal (pmhos/cm):
Time:
�
1,000 pmhos/cm
L 0
WOO
{
0 L
(p
kil lu
% Recovery=
QC** Spec. Cond.
Timgge::(•
Result (pmhos/cm):
Time:
Re /cm):
Time:
Result (pmhos/cm):
Z�O
1,000 µmhos/cm
1J10 U i
(7 L�T—FTR(
Q !.
1 J
®({
,,ap
M (ZZ
�y
6q 17A
% Rewvery=
ORP 200 mV
Initial:
�/) r_ G
Cal:
41 (1i�
Temperature _(*C):
20. W
Time: / •�
h lD t75
e
a Ito
Analyst Name:
Date:
Notes:
0 a
Revision 8, 1/11/22, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 10, DO, ORP, QC checks.
4. *When performing DO analyses at multiple sample sites (i.e. project/facility locations), the DO probe must be calibrated at each sample site prior to analysis.
5. Qc Acceptable Ranges: pH +/- o1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. `• QC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot # as the initial QC.
7. % Recovery = (Value Obtained, pmhos/cm - True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number 5445
9. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
1'. 1 pmho/cm = 1 pS/cm
Abbreviations: Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units Temperature: SM 2550 B-2010
•C: degrees Celsius ORP: oxidation reduction potential Specific conductivity: EPA Method 120.1, Rev. 1982
DO: dissolved oxygen s/n: serial number DO: SM 4500 O G-2011
mg/L: milligrams per liter S.U.: standard units pH: SM 4500-H` B-2011
mV: millivolt Spec. Cond.: Specific Conductivity Turbidity: SM 2130 B-2011
Page 1 of 1

�ZANCHOR
E A 4_.C_09_.1"
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Equipment Documentation and Instrument Calibration Data Sheet
Project Name: tCiaLS G r l G . 1. lGl�r (( _ Analyst Conducting Calibration:
Project Number. r JA 413 Q — V 1. tS ( Date of Calibration: � a,, I ',M /
Project Location: ik5106" f V4C Date of Field Measurements: 0_
Facility ID or Permit # (if applicable): 5o —(.>Z
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
Select Turbidimeter.
Hach 2100Q (s/n 151006045207)
Rental Hach 2100Q (s/n
Instrument Readings
(Hach 2100Q)
Cal Std Information
10 NTU
20 NTU
100 NTU
800 NTU
Lot #:
Z
21 L
V 10
Expiration Date:
C
2
7,
Ca( (NTU)W -O
Cal (NTU):&A.
Ca( (NTU):
Time: 0-
Time: Z
Time: .4,2,
Calibration
Verification:
*Pre -Analysis
Check (10 NTU):
Result (NTU): 2
Time: �^
*Post -Analysis
Check (10 NTU):
Result (NTU):
Time:
YSI Professional Plus Multiparemeter Meter (s/n 188101802)
Instrument Readings
Cal Std Information
Lot#
Date
O ened
Date
Dissolved Oxygen
(% saturation)
Initial (%):
Z . Z
Cal (%): l
106 /.
mmHg:
7
~fi • 4 .
Temperature (°C):
e
P S „ Z
Time:
4
o -
{ �t
DO (Site #2,
ifapplicable)*
Initial (%):
Cal (%):
mmHg:
Temperature (°C):
Time:
QC** Check: DO
Time:
Result (%):
Time:
Result (%):
Time:
Result (%):
PH 7 S.U.
reportto 0.1 S.U.
Initi
pHmV:
Ca( (S.U.):
pHmV:
% •
Time:
( &►-
16
PH 4 S.U.
report to 0.1 S. U.
Init al:
�"E . 1
pHmV:
� .
Ca( (S.U.):
pHmV:
- (�
Time: rr�
l J
LGT
ttoA q
(b tit.
i/
PH 10 S.U.
report to 0.1 S.U.
Initial:
pHmV:
- 2 0(p •--1-.
Cal (S.U.):
licl,w
pHmV:
-10,1-•
Time:
D b'L
, AM
08122
2
QC** pH 7 S.U.
re port to 0.1 S.U.
Tim ^
fi
Result (S.U.):
Time:
Resulltt .U.):
T .
Time:
Result (S.U.):
2.&tA
22
Ob I&I
Spec. Cond.
11000 pmhos/cm
Initial:
s
-Ircli 5
Cal (pmhoss/cm):
16 V0
Time:
0:?rOL
Z(jtM
biz ZZ
111
% Recovery=
QC** Spec. Cond.
1,000 pmhos/cm
Time:
1✓� R
Resullttj(pmmhos/cm):
4 l�
Time:
V-`
20 d
Resultt((pmhos/cm):
l &
Time:
Result (pmhos/cm):
ZGD
% Recovery=
ORP 200 mV
Initial: �
L%
Cal:
�? 6O
Temperature Cc):
Time:
Analyst Signature:
Analyst Name:-1,0
W601-
Date: a I� !
Notes: Q 0
Revision•8, 1/11/22, CAP
1. Instruments shall be calibrated in accordance with the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 10, DO, ORP, QC checks.
4. `When performing DO analyses at multiple sample sites (i.e. project/facility locations), the DO probe must be calibrated at each sample site prior to analysis.
5. QC Acceptable Ranges: pH +/- 0.1 S.U. and Specific Conductivity 10% of the true value. If QC readings are out of range, the instrument needs to be recalibrated.
6. ** QC check must be performed prior to sampling and following completion of sampling, at a minimum. QC checks must be performed with calibration standard from a separate lot # as the initial QC.
7. % Recovery = (Value Obtained, pmhos/cm - True Value, pmhos/cm) x 100
8. NC Field Laboratory Certificate Number 5445
9. Documentation errors are to be crossed out with a single line, so the original text is still legible, followed by the staff members initials and date
10. Unless otherwise noted, all DO calibrations and measurements are performed at 0 ppt Salinity.
11. 1 pmho/cm = 1 pS/cm
Abbreviations: Method Reference:
pmhos/cm: micromhos per centimeter NTU: nephelometric turbidity units Temperature: SM 2550 B-2010
°C: degrees Celsius ORP. oxidation reduction potential Specific conductivity. EPA Method 120.1, Rev. 1982
DO: dissolved oxygen s/n: serial number DO: SM 4500 O G-2011
mg/L: milligrams per liter S.U.: standard units pH: SM 4500-H' B-2011
mV: millivolt Spec. Cond.: Specific Conductivity Turbidity: SM 2130 B-2011
Page 1 of 1

Appendix B
Reports of Laboratory Analysis,
Chain -of -Custody Documentation,
and Certificates of Analysis

Waypointo
ANALYTICAL
5/4/2023
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville, NC, 28801
Ref: Analytical Testing
Lab Report Number: 23-084-0001
Client Project Description: Jackson County Landfill
Site: Jackson
Project Number: C21480-01.01
Dear Jessica Mayers:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/25/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a,j
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 84

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program
- NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program
- NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program
- NELAP
460181
09/14/2023
Page 1 of 1 00016/23-084-0001
Page 2 of 84

Waypoint. (2)
ANALYTICAL
Sample
Report Number: 23-084-0001
Client Project Description: Jackson County Landfill
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca I som
Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
AM20GAX
Pace -LA
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
RSK-175
Pace -LA
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
AM23G
Pace -LA
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
7470A
WP MTN
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
6020E
WP MTN
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
531OC-2011
WP MTN
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
RSK-175
Pace -LA
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
AM23G
Pace -LA
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
AM20GAX
Pace -LA
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
7470A
WP MTN
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
6020E
WP MTN
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
531OC-2011
WP MTN
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
RSK-175
Pace -LA
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
AM23G
Pace -LA
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
AM20GAX
Pace -LA
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
7470A
WP MTN
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
6020E
WP MTN
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
531OC-2011
WP MTN
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
7470A
WP MTN
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
6020E
WP MTN
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
EPA-200.7
WP MTN
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
7470A
WP MTN
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 84

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 23-084-0001
Client Project Description: Jackson County Landfill
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
6020B
WP
MTN
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
EPA-200.7
WP
MTN
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
EPA-200.7
WP
MTN
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
7470A
WP
MTN
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
6020E
WP
MTN
92269
TB-23240323
Aqueous
03/23/2023
03/25/2023
10:15
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 4 of 84

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica l.com
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters
MW-01-20230323 V 92263
Result Units Report Limit Analyzed
2320B-2011
Alkalinity (as CaCO3)
77000
pg/L
800
03/30/2023 15:20
5220D-2011
COD (Chemical Oxygen Demand)
9000
Ng/L
8000
03/28/2023 10:31
5310C-2011
TOC
902
pg/L
682
04/10/202316:44
6020E
Barium
104
Ng/L
0.453
03/31/2023 04:48
6020E
Cadmium
0.810
pg/L
0.350
03/31/2023 04:48
6020E
Cobalt
115
Ng/L
0.060
03/31/2023 04:48
6020E
Copper
2.91
pg/L
0.489
03/31/2023 04:48
6020E
Lead
0.307
Ng/L
0.264
03/31/2023 04:48
6020E
Nickel
16.4
pg/L
0.182
03/31/2023 04:48
6020E
Thallium
1.55
Ng/L
0.0610
03/31/2023 04:48
6020E
Zinc
60.5
pg/L
4.67
03/31/2023 04:48
8260D
1,4-Dichlorobenzene
5.79
Ng/L
2.10
04/05/2023 22:20
9056A
Chloride
437
pg/L
370
03/25/202310:23
SM-3500-Fe-B
Ferrous Iron
8340
Ng/L
1250
03/27/2023 17:15
MW-02-20230323
V 92264
5220D-2011
COD (Chemical Oxygen Demand)
10000
pg/L
8000
03/28/2023 10:31
5310C-2011
TOC
1020
Ng/L
682
04/10/2023 17:22
6020B
Arsenic
2.53
pg/L
0.297
03/31/2023 04:51
6020B
Dissolved Arsenic
0.906
Ng/L
0.297
03/30/2023 22:17
6020B
Barium
188
pg/L
0.453
03/31/2023 04:51
6020B
Dissolved Barium
160
Ng/L
0.453
03/30/2023 22:17
6020B
Beryllium
0.887
pg/L
0.102
03/31/2023 04:51
6020B
Dissolved Beryllium
0.344
Ng/L
0.102
03/30/2023 22:17
6020E
Chromium
41.7
pg/L
0.346
03/31/2023 04:51
6020B
Dissolved Chromium
22.9
Ng/L
0.346
03/30/2023 22:17
6020B
Cobalt
59.3
pg/L
0.060
03/31/2023 04:51
6020E
Dissolved Cobalt
51.0
Ng/L
0.060
03/30/2023 22:17
6020E
Copper
34.9
pg/L
0.489
03/31/2023 04:51
6020E
Dissolved Copper
19.4
Ng/L
0.489
03/30/2023 22:17
6020E
Lead
9.21
pg/L
0.264
03/31/2023 04:51
6020E
Dissolved Lead
5.57
Ng/L
0.264
03/30/2023 22:17
6020E
Dissolved Nickel
19.9
pg/L
0.182
03/30/2023 22:17
6020E
Nickel
31.8
Ng/L
0.182
03/31/2023 04:51
6020E
Selenium
3.19
pg/L
0.703
03/31/2023 04:51
6020E
Dissolved Selenium
2.15
Ng/L
0.703
03/30/2023 22:17
6020B
Thallium
0.771
Ng/L
0.0610
03/31/2023 04:51
Qualifiers
I
0
0
.1
IJ
i
I
0
Page 5 of 84

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters
MW-02-20230323 V 92264
Result Units Report Limit Analyzed Qualifiers
6020B
Dissolved Thallium
0.573
pg/L
0.0610
03/30/2023 22:17
6020E
Vanadium
52.5
Ng/L
0.767
03/31/2023 04:51
6020E
Dissolved Vanadium
29.0
pg/L
0.767
03/30/2023 22:17
6020E
Zinc
160
Ng/L
4.67
03/31/2023 04:51
6020B
Dissolved Zinc
173
pg/L
4.67
03/30/2023 22:17
8260D
1,1-Dichloroethane
0.244
Ng/L
0.240
04/05/2023 20:16
8260D SIM
1,4-Dioxane
1.79
pg/L
0.139
03/28/2023 12:18
MW-05R-20230323
V 92265
2320B-2011
Alkalinity (as CaCO3)
217000
Ng/L
800
03/31/2023 16:00
5210E-2015
Biochemical Oxygen Demand (5-day)
4000
pg/L
2000
03/25/2023 08:25
5220D-2011
COD (Chemical Oxygen Demand)
22000
Ng/L
8000
03/28/2023 10:31
5310C-2011
TOC
3120
pg/L
682
04/10/202318:00
6020E
Arsenic
6.76
Ng/L
0.297
03/31/2023 04:55
6020E
Dissolved Arsenic
5.08
pg/L
0.297
03/30/2023 22:21
6020E
Barium
234
Ng/L
0.453
03/31/2023 04:55
6020E
Dissolved Barium
242
pg/L
0.453
03/30/2023 22:21
6020E
Chromium
4.84
Ng/L
0.346
03/31/2023 04:55
6020E
Dissolved Chromium
0.776
pg/L
0.346
03/30/2023 22:21
6020E
Cobalt
16.3
Ng/L
0.060
03/31/2023 04:55
6020E
Dissolved Cobalt
16.3
pg/L
0.060
03/30/2023 22:21
6020E
Copper
8.39
Ng/L
0.489
03/31/2023 04:55
6020E
Dissolved Copper
3.20
pg/L
0.489
03/30/2023 22:21
6020E
Lead
1.66
Ng/L
0.264
03/31/2023 04:55
6020E
Dissolved Lead
1.22
pg/L
0.264
03/30/2023 22:21
6020E
Dissolved Nickel
3.62
Ng/L
0.182
03/30/2023 22:21
6020E
Nickel
5.96
pg/L
0.182
03/31/2023 04:55
6020E
Thallium
0.147
Ng/L
0.0610
03/31/2023 04:55
6020E
Dissolved Thallium
0.0638
pg/L
0.0610
03/30/2023 22:21
6020E
Vanadium
5.85
Ng/L
0.767
03/31/202318:29
6020E
Dissolved Vanadium
1.13
pg/L
0.767
03/30/2023 22:21
6020E
Zinc
25.7
Ng/L
4.67
03/31/2023 04:55
6020E
Dissolved Zinc
37.5
pg/L
4.67
03/30/2023 22:21
8260D
Benzene
1.58
Ng/L
0.180
04/05/202319:02
8260D
Chlorobenzene
7.57
pg/L
0.190
04/05/202319:02
8260D
1,2-Dichlorobenzene
0.280
Ng/L
0.220
04/05/202319:02
8260D
1,4-Dichlorobenzene
8.57
pg/L
0.210
04/05/202319:02
I
I
J
0
I
I
J
Page 6 of 84

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters
MW-05R-20230323
8260D
8260D
8260D SIM
9056A
SM-3500-Fe-B
SW-01-20230323
6020E
6020E
6020E
6020E
6020E
8260D
EPA-200.7
EPA-200.7
EPA-200.7
SW-02-20230323
6020B
6020E
6020E
6020E
6020E
6020E
EPA-200.7
EPA-200.7
EPA-200.7
SW-03-20230323
6020B
6020E
6020B
6020E
6020B
6020E
6020B
EPA-200.7
EPA-200.7
V 92265
cis- 1,2-Dichloroethene
Vinyl Chloride
1,4-Dioxane
Chloride
Ferrous Iron
V 92266
Barium
Chromium
Cobalt
Copper
Zinc
Acetone
Calcium
Hardness as CaCO3
Magnesium
V 92267
Barium
Chromium
Cobalt
Copper
Nickel
Zinc
Calcium
Hardness as CaCO3
Magnesium
V 92268
Barium
Chromium
Cobalt
Copper
Lead
Nickel
Zinc
Calcium
Hardness as CaCO3
Result Units Report Limit Analyzed Qualifiers
3.94
iag/L
0.200
04/05/202319:02
0.684
lag/L
0.170
04/05/202319:02
6.18
iag/L
0.139
03/28/202312:43
72000
lag/L
370
03/25/202310:39
23500
iag/L
620
03/27/202317:15
H
12.4
lag/L
0.453
03/31/2023
04:59
0.562
iag/L
0.346
03/31/2023
04:59 1
0.133
lag/L
0.060
03/31/2023
04:59 1
0.660
iag/L
0.489
03/31/2023
04:59 1
13.9
lag/L
4.67
03/31/2023
04:59
10.2
iag/L
1.80
04/06/2023
04:55
2.11
mg/L
0.100
03/29/2023
21:01
8320
lag/L
100
03/29/2023
21:01
0.740
mg/L
0.100
03/29/2023
21:01
13.5
lag/L
0.453
03/31/2023
05:02
0.742
lag/L
0.346
03/31/2023
05:02 1
0.217
lag/L
0.060
03/31/2023
05:02 1
0.862
lag/L
0.489
03/31/2023
05:02 1
0.365
lag/L
0.182
03/31/2023
05:02 1
18.5
lag/L
4.67
03/31/2023
05:02
2.30
mg/L
0.100
03/29/2023
21:07
9000
lag/L
100
03/29/2023
21:07
0.792
mg/L
0.100
03/29/2023
21:07
13.5
lag/L
0.453
03/31/2023
05:13
0.840
lag/L
0.346
03/31/2023
05:13 1
0.235
lag/L
0.060
03/31/2023
05:13 1
0.860
lag/L
0.489
03/31/2023
05:13 1
0.285
lag/L
0.264
03/31/2023
05:13 1
0.389
lag/L
0.182
03/31/2023
05:13 1
9.75
lag/L
4.67
03/31/2023
05:13 1
2.06
mg/L
0.100
03/29/2023
21:22
8200
lag/L
100
03/29/2023
21:22
Page 7 of 84

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
SW-03-20230323 V 92268
EPA-200.7 Magnesium 0.743 mq/L 0.100 03/29/2023 21:22
Page 8 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-084-0001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/25/2023
Lab No : 92263
Matrix: Aqueous
Sample ID: MW-01-20230323
Sampled: 3/23/2023
10:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
8340 H
Ng/L
1250
5000
1
03/27/23 17:15
SLO
SM-3500-Fe-B
1,4-Dioxane
<0.139
pg/L
0.139
2.00
1
03/28/23 11:53
TBL
8260D SIM
Alkalinity (as CaCO3)
77000
Ng/L
800
5000
1
03/30/23 15:20
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
pg/L
2000
2000
1
03/25/23 08:25
SLO
521OB-2015
Chloride
4373
Ng/L
370
1000
1
03/25/23 10:23
CM]
9056A
COD (Chemical Oxygen Demand)
90003
pg/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
Nitrate (NO3-N)
<76.0
Ng/L
76.0
200
1
03/25/23 10:23
CM]
9056A
TOC
9023
pg/L
682
1000
1
04/10/23 16:44
SRJ
531OC-2011
Sulfate
<650
Ng/L
650
2000
1
03/25/23 10:23
CM]
9056A
Sulfide
<830
pg/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 04:48
CPW
6020B
Arsenic
<0.297
pg/L
0.297
1.00
1
03/31/23 04:48
CPW
6020B
Barium
104
Ng/L
0.453
1.00
1
03/31/23 04:48
CPW
6020B
Beryllium
<1.00
pg/L
0.102
1.00
1
03/31/23 04:48
CPW
6020B
Cadmium
0.8103
Ng/L
0.350
1.00
1
03/31/23 04:48
CPW
6020B
Chromium
<0.346
pg/L
0.346
1.00
1
03/31/23 04:48
CPW
6020B
Cobalt
115
Ng/L
0.060
1.00
1
03/31/23 04:48
CPW
6020B
Copper
2.91
pg/L
0.489
1.00
1
03/31/23 04:48
CPW
6020B
Lead
0.3073
Ng/L
0.264
1.00
1
03/31/23 04:48
CPW
6020B
Mercury (Total)
<0.130
pg/L
0.130
0.200
1
03/29/23 11:56
FDS
7470A
Nickel
16.4
Ng/L
0.182
1.00
1
03/31/23 04:48
CPW
6020B
Selenium
<0.703
pg/L
0.703
1.00
1
03/31/23 04:48
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 04:48
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 9 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92263
Sample ID: MW-01-20230323
Matrix: Aqueous
Sampled: 3/23/2023 10:40
Test
Results
Units
MDL
MQL
DF Date / Time By Analytical
Analyzed Method
Thallium
1.55
Ng/L
0.0610
1.00
1 03/31/23 04:48 CPW 6020B
Vanadium
<0.767
ug/L
0.767
5.00
1 03/31/2318:14 CPW 6020B
Zinc
60.5
Ng/L
4.67
10.0
1 03/31/23 04:48 CPW 6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 10 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92263
Matrix: Aqueous
Sample ID: MW-01-20230323
Sampled: 3/23/2023
10:40
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<18.0
Ng/L
18.0
50.0
10
04/05/23 22:20
TBL
V31670
Acrylonitrile
<2.30
ug/L
2.30
50.0
10
04/05/23 22:20
TBL
V31670
Benzene
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
Bromochloromethane
<4.20
ug/L
4.20
10.0
10
04/05/23 22:20
TBL
V31670
Bromodichloromethane
<1.60
Ng/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
Bromoform
<15.0
ug/L
15.0
50.0
10
04/05/23 22:20
TBL
V31670
Bromomethane
<2.80
Ng/L
2.80
10.0
10
04/05/23 22:20
TBL
V31670
Carbon Disulfide
<1.50
ug/L
1.50
50.0
10
04/05/23 22:20
TBL
V31670
Carbon Tetrachloride
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
Chlorobenzene
<1.90
ug/L
1.90
5.00
10
04/05/23 22:20
TBL
V31670
Chlorodibromomethane
<1.90
Ng/L
1.90
5.00
10
04/05/23 22:20
TBL
V31670
Chloroethane
<4.30
ug/L
4.30
10.0
10
04/05/23 22:20
TBL
V31670
Chloroform
<2.20
Ng/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
Chloromethane
<2.20
ug/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
Di -Isopropyl Ether (DIPE)
<9.60
Ng/L
9.60
50.0
10
04/05/23 22:20
TBL
V31670
1,2-Dibromo-3-Chloropropane
<11.0
ug/L
11.0
20.0
10
04/05/23 22:20
TBL
V31670
1,2-Dibromoethane
<2.00
Ng/L
2.00
5.00
10
04/05/23 22:20
TBL
V31670
Dibromomethane
<2.30
ug/L
2.30
5.00
10
04/05/23 22:20
TBL
V31670
trans-1,4-Dichloro-2-butene
<13.0
Ng/L
13.0
100
10
04/05/23 22:20
TBL
V31670
1,2-Dichlorobenzene
<2.20
ug/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
1,4-Dichlorobenzene
5.79
Ng/L
2.10
5.00
10
04/05/23 22:20
TBL
V31670
Dichlorodifluoromethane
<12.0
ug/L
12.0
50.0
10
04/05/23 22:20
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 11 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92263
Matrix: Aqueous
Sample ID: MW-01-20230323
Sampled: 3/23/2023
10:40
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<2.40
Ng/L
2.40
5.00
10
04/05/23 22:20
TBL
V31670
1,2-Dichloroethane
<1.50
ug/L
1.50
5.00
10
04/05/23 22:20
TBL
V31670
1,1-Dichloroethene
<1.50
Ng/L
1.50
5.00
10
04/05/23 22:20
TBL
V31670
cis- 1,2-Dich loroethene
<2.00
ug/L
2.00
5.00
10
04/05/23 22:20
TBL
V31670
trans-1,2-Dichloroethene
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
1,2-Dichloropropane
<1.90
ug/L
1.90
5.00
10
04/05/23 22:20
TBL
V31670
cis- 1,3-Dich loropropene
<2.10
Ng/L
2.10
5.00
10
04/05/23 22:20
TBL
V31670
trans-1,3-Dichloropropene
<1.50
ug/L
1.50
5.00
10
04/05/23 22:20
TBL
V31670
Ethylbenzene
<1.70
Ng/L
1.70
5.00
10
04/05/23 22:20
TBL
V31670
2-Hexanone
<3.80
ug/L
3.80
50.0
10
04/05/23 22:20
TBL
V31670
Methyl Ethyl Ketone (MEK)
<7.10
Ng/L
7.10
50.0
10
04/05/23 22:20
TBL
V31670
4-Methyl-2-Pentanone
<10.0
ug/L
10.0
50.0
10
04/05/23 22:20
TBL
V31670
Methylene Chloride
<3.30
Ng/L
3.30
10.0
10
04/05/23 22:20
TBL
V31670
Styrene
<2.20
ug/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
1,1,1,2-Tetrachloroethane
<1.60
Ng/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
1,1,2,2-Tetrachloroethane
<1.60
ug/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
Tetrachloroethene
<2.20
Ng/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
Tetrahydrofuran
<15.0
ug/L
15.0
100
10
04/05/23 22:20
TBL
V31670
Toluene
<2.20
Ng/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
1,1,1-Trichloroethane
<1.60
ug/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
1,1,2-Trichloroethane
<0.960
Ng/L
0.960
5.00
10
04/05/23 22:20
TBL
V31670
Trichloroethene
<1.80
ug/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 12 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001
Lab No : 92263
Sample ID: MW-01-20230323
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 3/23/2023 10:40
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20 TBL
V31670
1,2,3-Trichloropropane
<2.70
ug/L
2.70
10.0
10
04/05/23 22:20 TBL
V31670
Vinyl Acetate
<10.0
Ng/L
10.0
20.0
10
04/05/23 22:20 TBL
V31670
Vinyl Chloride
<1.70
ug/L
1.70
5.00
10
04/05/23 22:20 TBL
V31670
o-Xylene
<2.10
Ng/L
2.10
5.00
10
04/05/23 22:20 TBL
V31670
m,p-Xylene
<4.20
ug/L
4.20
10.0
10
04/05/23 22:20 TBL
V31670
Xylene (Total)
<2.1
Ng/L
2.10
5.00
10
04/05/23 22:20
V31670
Surrogate: 4-Bromofluorobenzene
103
Limits:
80-124%
10 04/05/23 22:20 TBL
V31670
Surrogate: Dibromofluoromethane
100
Limits:
75-129%
10 04/05/23 22:20 TBL
V31670
Surrogate: 1,2-Dichloroethane - d4
103
Limits:
63-136%
10 04/05/23 22:20 TBL
V31670
Surrogate: Toluene-d8
102
Limits:
77-123%
10 04/05/23 22:20 TBL
V31670
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 13 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-084-0001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/25/2023
Lab No : 92264
Matrix: Aqueous
Sample ID: MW-02-20230323
Sampled: 3/23/2023
15:12
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
1.793
Ng/L
0.139
2.00
1
03/28/23 12:18
TBL
8260D SIM
COD (Chemical Oxygen Demand)
10000 J
ug/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
TOC
1020
Ng/L
682
1000
1
04/10/23 17:22
SRJ
531OC-2011
Sulfide
<830
ug/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Antimony
<0.618
ug/L
0.618
1.00
1
03/30/23 22:17
CPW
6020B
Arsenic
2.53
Ng/L
0.297
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Arsenic
0.906 J
ug/L
0.297
1.00
1
03/30/23 22:17
CPW
6020B
Barium
188
Ng/L
0.453
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Barium
160
ug/L
0.453
1.00
1
03/30/23 22:17
CPW
6020B
Beryllium
0.8873
Ng/L
0.102
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Beryllium
0.3443
ug/L
0.102
1.00
1
03/30/23 22:17
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Cadmium
<0.350
ug/L
0.350
1.00
1
03/30/23 22:17
CPW
6020B
Chromium
41.7
Ng/L
0.346
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Chromium
22.9
ug/L
0.346
1.00
1
03/30/23 22:17
CPW
6020B
Cobalt
59.3
Ng/L
0.060
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Cobalt
51.0
ug/L
0.060
1.00
1
03/30/23 22:17
CPW
6020B
Copper
34.9
Ng/L
0.489
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Copper
19.4
ug/L
0.489
1.00
1
03/30/23 22:17
CPW
6020B
Lead
9.21
Ng/L
0.264
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Lead
5.57
ug/L
0.264
1.00
1
03/30/23 22:17
CPW
6020B
Mercury (Total)
<0.130
Ng/L
0.130
0.200
1
03/29/23 11:58
FDS
7470A
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 14 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264
Sample ID: MW-02-20230323
Matrix: Aqueous
Sampled: 3/23/2023 15:12
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Dissolved Mercury
<0.130
Ng/L
0.130
0.200
1
03/30/23 11:24
FDS
7470A
Dissolved Nickel
19.9
ug/L
0.182
1.00
1
03/30/23 22:17
CPW
6020B
Nickel
31.8
Ng/L
0.182
1.00
1
03/31/23 04:51
CPW
6020B
Selenium
3.19
ug/L
0.703
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Selenium
2.15
Ng/L
0.703
1.00
1
03/30/23 22:17
CPW
6020B
Silver
<0.0570
ug/L
0.0570
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Silver
<0.0570
Ng/L
0.0570
1.00
1
03/30/23 22:17
CPW
6020B
Thallium
0.7713
ug/L
0.0610
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Thallium
0.5733
Ng/L
0.0610
1.00
1
03/30/23 22:17
CPW
6020B
Vanadium
52.5
ug/L
0.767
5.00
1
03/31/23 04:51
CPW
6020B
Dissolved Vanadium
29.0
Ng/L
0.767
5.00
1
03/30/23 22:17
CPW
6020B
Zinc
160
ug/L
4.67
10.0
1
03/31/23 04:51
CPW
6020B
Dissolved Zinc
173
Ng/L
4.67
10.0
1
03/30/23 22:17
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 15 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264
Matrix: Aqueous
Sample ID: MW-02-20230323
Sampled: 3/23/2023
15:12
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 20:16
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 20:16
TBL
V31670
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 20:16
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 20:16
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 20:16
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 20:16
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 20:16
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 20:16
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 20:16
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 20:16
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 20:16
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 20:16
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 20:16
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 20:16
TBL
V31670
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/05/23 20:16
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 20:16
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 16 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264
Matrix: Aqueous
Sample ID: MW-02-20230323
Sampled: 3/23/2023
15:12
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.2443
Ng/L
0.240
0.500
1
04/05/23 20:16
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 20:16
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 20:16
TBL
V31670
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/05/23 20:16
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 20:16
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 20:16
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 20:16
TBL
V31670
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 20:16
TBL
V31670
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 20:16
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 20:16
TBL
V31670
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 20:16
TBL
V31670
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 20:16
TBL
V31670
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 20:16
TBL
V31670
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 20:16
TBL
V31670
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 17 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264 Matrix: Aqueous
Sample ID: MW-02-20230323 Sampled: 3/23/2023 15:12
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31669 04/05/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
101
Limits: 75-129%
105
Limits: 63-136%
103
Limits: 77-123%
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
H Beyond holding time
MQL Method Quantitation Limit
Page 18 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-084-0001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/25/2023
Lab No : 92265
Matrix: Aqueous
Sample ID: MW-05R-20230323
Sampled: 3/23/2023
12:52
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
23500 H
Ng/L
620
2500
1
03/27/23 17:15
SLO
SM-3500-Fe-B
1,4-Dioxane
6.18
ug/L
0.139
2.00
1
03/28/23 12:43
TBL
8260D SIM
Alkalinity (as CaCO3)
217000
Ng/L
800
5000
1
03/31/23 16:00
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
4000
ug/L
2000
2000
1
03/25/23 08:25
SLO
521OB-2015
Chloride
72000
Ng/L
370
1000
1
03/25/2310:39
CM]
9056A
COD (Chemical Oxygen Demand)
220003
ug/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
Nitrate (NO3-N)
<76.0
Ng/L
76.0
200
1
03/25/23 10:39
CM]
9056A
TOC
3120
ug/L
682
1000
1
04/10/23 18:00
SRJ
531OC-2011
Sulfate
<650
Ng/L
650
2000
1
03/25/2310:39
CM]
9056A
Sulfide
<830
ug/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Antimony
<0.618
ug/L
0.618
1.00
1
03/30/23 22:21
CPW
6020B
Arsenic
6.76
Ng/L
0.297
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Arsenic
5.08
ug/L
0.297
1.00
1
03/30/23 22:21
CPW
6020B
Barium
234
Ng/L
0.453
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Barium
242
ug/L
0.453
1.00
1
03/30/23 22:21
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Beryllium
<0.102
ug/L
0.102
1.00
1
03/30/23 22:21
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Cadmium
<0.350
ug/L
0.350
1.00
1
03/30/23 22:21
CPW
6020B
Chromium
4.84
Ng/L
0.346
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Chromium
0.7761
ug/L
0.346
1.00
1
03/30/23 22:21
CPW
6020B
Cobalt
16.3
Ng/L
0.060
1.00
1
03/31/23 04:55
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 19 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265
Sample ID: MW-05R-20230323
Matrix: Aqueous
Sampled: 3/23/2023 12:52
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Dissolved Cobalt
16.3
Ng/L
0.060
1.00
1
03/30/23 22:21
CPW
6020B
Copper
8.39
ug/L
0.489
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Copper
3.20
Ng/L
0.489
1.00
1
03/30/23 22:21
CPW
6020B
Lead
1.66
ug/L
0.264
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Lead
1.22
Ng/L
0.264
1.00
1
03/30/23 22:21
CPW
6020B
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:50
FDS
7470A
Dissolved Mercury
<0.130
Ng/L
0.130
0.200
1
03/30/23 11:25
FDS
7470A
Dissolved Nickel
3.62
ug/L
0.182
1.00
1
03/30/23 22:21
CPW
6020B
Nickel
5.96
Ng/L
0.182
1.00
1
03/31/23 04:55
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Selenium
<0.703
Ng/L
0.703
1.00
1
03/30/23 22:21
CPW
6020B
Silver
<0.0570
ug/L
0.0570
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Silver
<0.0570
Ng/L
0.0570
1.00
1
03/30/23 22:21
CPW
6020B
Thallium
0.147 J
ug/L
0.0610
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Thallium
0.0638 J
Ng/L
0.0610
1.00
1
03/30/23 22:21
CPW
6020B
Vanadium
5.85
ug/L
0.767
5.00
1
03/31/2318:29
CPW
6020B
Dissolved Vanadium
1.13 J
Ng/L
0.767
5.00
1
03/30/23 22:21
CPW
6020B
Zinc
25.7
ug/L
4.67
10.0
1
03/31/23 04:55
CPW
6020B
Dissolved Zinc
37.5
Ng/L
4.67
10.0
1
03/30/23 22:21
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 20 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265
Matrix: Aqueous
Sample ID: MW-05R-20230323
Sampled: 3/23/2023
12:52
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 19:02
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 19:02
TBL
V31670
Benzene
1.58
Ng/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 19:02
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 19:02
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 19:02
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 19:02
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
Chlorobenzene
7.57
ug/L
0.190
0.500
1
04/05/23 19:02
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 19:02
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 19:02
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 19:02
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 19:02
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 19:02
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 19:02
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 19:02
TBL
V31670
1,2-Dichlorobenzene
0.2801
ug/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
1,4-Dichlorobenzene
8.57
Ng/L
0.210
0.500
1
04/05/23 19:02
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 19:02
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 21 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265
Matrix: Aqueous
Sample ID: MW-05R-20230323
Sampled: 3/23/2023
12:52
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/05/23 19:02
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 19:02
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 19:02
TBL
V31670
cis- 1,2-Dich loroethene
3.94
ug/L
0.200
0.500
1
04/05/23 19:02
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 19:02
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 19:02
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 19:02
TBL
V31670
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 19:02
TBL
V31670
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 19:02
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 19:02
TBL
V31670
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 19:02
TBL
V31670
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 19:02
TBL
V31670
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 19:02
TBL
V31670
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 19:02
TBL
V31670
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 22 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265 Matrix: Aqueous
Sample ID: MW-05R-20230323 Sampled: 3/23/2023 12:52
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride 0.684
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31669 04/05/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
102
Limits: 75-129%
105
Limits: 63-136%
101
Limits: 77-123%
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
H Beyond holding time
MQL Method Quantitation Limit
Page 23 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266
Matrix: Aqueous
Sample ID: SW-01-20230323
Sampled: 3/23/2023
18:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
03/28/23 13:08
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 04:59
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
03/31/23 04:59
CPW
6020E
Barium
12.4
ug/L
0.453
1.00
1
03/31/23 04:59
CPW
6020B
Beryllium
<1.00
Ng/L
0.102
1.00
1
03/31/23 04:59
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 04:59
CPW
6020B
Calcium
2.11
mg/L
0.100
1
03/29/23 21:01
BKN
EPA-200.7
Chromium
0.5623
ug/L
0.346
1.00
1
03/31/23 04:59
CPW
6020B
Cobalt
0.1333
Ng/L
0.060
1.00
1
03/31/23 04:59
CPW
6020B
Copper
0.6603
ug/L
0.489
1.00
1
03/31/23 04:59
CPW
6020B
Hardness as CaCO3
8320
Ng/L
100
1
03/29/23 21:01
EPA-200.7
Lead
<0.264
ug/L
0.264
1.00
1
03/31/23 04:59
CPW
6020B
Magnesium
0.740
mg/L
0.100
1
03/29/23 21:01
BKN
EPA-200.7
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:51
FDS
7470A
Nickel
<0.182
Ng/L
0.182
1.00
1
03/31/23 04:59
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 04:59
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 04:59
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
03/31/23 04:59
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
03/31/2318:36
CPW
6020B
Zinc
13.9
ug/L
4.67
10.0
1
03/31/23 04:59
CPW
6020B
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions J
Estimated value
MQL
Method Quantitation
Limit
Page 24 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266
Matrix: Aqueous
Sample ID: SW-01-20230323
Sampled: 3/23/2023
18:00
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
10.2
Ng/L
1.80
5.00
1
04/06/23 04:55
MSA
V31704
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/06/23 04:55
MSA
V31704
Benzene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/06/23 04:55
MSA
V31704
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
Bromoform
<1.50
ug/L
1.50
5.00
1
04/06/23 04:55
MSA
V31704
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/06/23 04:55
MSA
V31704
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/06/23 04:55
MSA
V31704
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/06/23 04:55
MSA
V31704
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/06/23 04:55
MSA
V31704
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/06/23 04:55
MSA
V31704
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/06/23 04:55
MSA
V31704
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/06/23 04:55
MSA
V31704
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/06/23 04:55
MSA
V31704
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/06/23 04:55
MSA
V31704
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/06/23 04:55
MSA
V31704
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:55
MSA
V31704
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/06/23 04:55
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 25 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266
Matrix: Aqueous
Sample ID: SW-01-20230323
Sampled: 3/23/2023
18:00
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/06/23 04:55
MSA
V31704
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/06/23 04:55
MSA
V31704
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/06/23 04:55
MSA
V31704
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/06/23 04:55
MSA
V31704
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/06/23 04:55
MSA
V31704
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:55
MSA
V31704
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/06/23 04:55
MSA
V31704
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/06/23 04:55
MSA
V31704
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/06/23 04:55
MSA
V31704
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/06/23 04:55
MSA
V31704
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/06/23 04:55
MSA
V31704
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/06/23 04:55
MSA
V31704
Styrene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/06/23 04:55
MSA
V31704
Toluene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/06/23 04:55
MSA
V31704
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 26 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266 Matrix: Aqueous
Sample ID: SW-01-20230323 Sampled: 3/23/2023 18:00
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31703 04/05/23 14:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
101
Limits: 75-129%
104
Limits: 63-136%
103
Limits: 77-123%
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
H Beyond holding time
MQL Method Quantitation Limit
Page 27 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267
Matrix: Aqueous
Sample ID: SW-02-20230323
Sampled: 3/23/2023
16:08
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
03/28/23 13:33
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 05:02
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
03/31/23 05:02
CPW
6020E
Barium
13.5
ug/L
0.453
1.00
1
03/31/23 05:02
CPW
6020B
Beryllium
<1.00
Ng/L
0.102
1.00
1
03/31/23 05:02
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 05:02
CPW
6020B
Calcium
2.30
mg/L
0.100
1
03/29/23 21:07
BKN
EPA-200.7
Chromium
0.7423
ug/L
0.346
1.00
1
03/31/23 05:02
CPW
6020B
Cobalt
0.2173
Ng/L
0.060
1.00
1
03/31/23 05:02
CPW
6020B
Copper
0.8623
ug/L
0.489
1.00
1
03/31/23 05:02
CPW
6020B
Hardness as CaCO3
9000
Ng/L
100
1
03/29/23 21:07
EPA-200.7
Lead
<0.264
ug/L
0.264
1.00
1
03/31/23 05:02
CPW
6020B
Magnesium
0.792
mg/L
0.100
1
03/29/23 21:07
BKN
EPA-200.7
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:55
FDS
7470A
Nickel
0.3653
Ng/L
0.182
1.00
1
03/31/23 05:02
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 05:02
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 05:02
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
03/31/23 05:02
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
03/31/2318:41
CPW
6020B
Zinc
18.5
ug/L
4.67
10.0
1
03/31/23 05:02
CPW
6020B
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions J
Estimated value
MQL
Method Quantitation
Limit
Page 28 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267
Matrix: Aqueous
Sample ID: SW-02-20230323
Sampled: 3/23/2023
16:08
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 21:06
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 21:06
TBL
V31670
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 21:06
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 21:06
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 21:06
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 21:06
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 21:06
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 21:06
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 21:06
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 21:06
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 21:06
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 21:06
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 21:06
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 21:06
TBL
V31670
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/05/23 21:06
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 21:06
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 29 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267
Matrix: Aqueous
Sample ID: SW-02-20230323
Sampled: 3/23/2023
16:08
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/05/23 21:06
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 21:06
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 21:06
TBL
V31670
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/05/23 21:06
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 21:06
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 21:06
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 21:06
TBL
V31670
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 21:06
TBL
V31670
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 21:06
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 21:06
TBL
V31670
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 21:06
TBL
V31670
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 21:06
TBL
V31670
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 21:06
TBL
V31670
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 21:06
TBL
V31670
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 30 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267 Matrix: Aqueous
Sample ID: SW-02-20230323 Sampled: 3/23/2023 16:08
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31669 04/05/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
102
Limits: 80-124%
100
Limits: 75-129%
99.0
Limits: 63-136%
104
Limits: 77-123%
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
H Beyond holding time
MQL Method Quantitation Limit
Page 31 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268
Matrix: Aqueous
Sample ID: SW-03-20230323
Sampled: 3/23/2023
16:47
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
03/28/23 13:58
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 05:13
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
03/31/23 05:13
CPW
6020E
Barium
13.5
ug/L
0.453
1.00
1
03/31/23 05:13
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
03/31/23 05:13
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 05:13
CPW
6020B
Calcium
2.06
mg/L
0.100
1
03/29/23 21:22
BKN
EPA-200.7
Chromium
0.8403
ug/L
0.346
1.00
1
03/31/23 05:13
CPW
6020B
Cobalt
0.2353
Ng/L
0.060
1.00
1
03/31/23 05:13
CPW
6020B
Copper
0.8603
ug/L
0.489
1.00
1
03/31/23 05:13
CPW
6020B
Hardness as CaCO3
8200
Ng/L
100
1
03/29/23 21:22
EPA-200.7
Lead
0.2853
ug/L
0.264
1.00
1
03/31/23 05:13
CPW
6020B
Magnesium
0.743
mg/L
0.100
1
03/29/23 21:22
BKN
EPA-200.7
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:57
FDS
7470A
Nickel
0.3893
Ng/L
0.182
1.00
1
03/31/23 05:13
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 05:13
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 05:13
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
03/31/23 05:13
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
03/31/2318:46
CPW
6020B
Zinc
9.75 J
ug/L
4.67
10.0
1
03/31/23 05:13
CPW
6020B
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions J
Estimated value
MQL
Method Quantitation
Limit
Page 32 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268
Matrix: Aqueous
Sample ID: SW-03-20230323
Sampled: 3/23/2023
16:47
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/06/23 04:31
MSA
V31704
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/06/23 04:31
MSA
V31704
Benzene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/06/23 04:31
MSA
V31704
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
Bromoform
<1.50
ug/L
1.50
5.00
1
04/06/23 04:31
MSA
V31704
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/06/23 04:31
MSA
V31704
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/06/23 04:31
MSA
V31704
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/06/23 04:31
MSA
V31704
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/06/23 04:31
MSA
V31704
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/06/23 04:31
MSA
V31704
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/06/23 04:31
MSA
V31704
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/06/23 04:31
MSA
V31704
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/06/23 04:31
MSA
V31704
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/06/23 04:31
MSA
V31704
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/06/23 04:31
MSA
V31704
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:31
MSA
V31704
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/06/23 04:31
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 33 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268
Matrix: Aqueous
Sample ID: SW-03-20230323
Sampled: 3/23/2023
16:47
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/06/23 04:31
MSA
V31704
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/06/23 04:31
MSA
V31704
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/06/23 04:31
MSA
V31704
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/06/23 04:31
MSA
V31704
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/06/23 04:31
MSA
V31704
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:31
MSA
V31704
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/06/23 04:31
MSA
V31704
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/06/23 04:31
MSA
V31704
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/06/23 04:31
MSA
V31704
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/06/23 04:31
MSA
V31704
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/06/23 04:31
MSA
V31704
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/06/23 04:31
MSA
V31704
Styrene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/06/23 04:31
MSA
V31704
Toluene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/06/23 04:31
MSA
V31704
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 34 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268 Matrix: Aqueous
Sample ID: SW-03-20230323 Sampled: 3/23/2023 16:47
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31703 04/05/23 14:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
101
Limits: 75-129%
101
Limits: 63-136%
106
Limits: 77-123%
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
H Beyond holding time
MQL Method Quantitation Limit
Page 35 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92269
Matrix: Aqueous
Sample ID : TB-23240323
Sampled: 3/23/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 15:44
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 15:44
TBL
V31670
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 15:44
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 15:44
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 15:44
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 15:44
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44
TBL
V31670
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 15:44
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 15:44
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 15:44
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 15:44
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 15:44
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 15:44
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 15:44
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 15:44
TBL
V31670
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/05/23 15:44
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 15:44
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 36 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92269
Matrix: Aqueous
Sample ID : TB-23240323
Sampled: 3/23/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/05/23 15:44
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 15:44
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 15:44
TBL
V31670
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/05/23 15:44
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 15:44
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 15:44
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 15:44
TBL
V31670
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/05/23 15:44
TBL
V31670
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/05/23 15:44
TBL
V31670
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/05/23 15:44
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/05/23 15:44
TBL
V31670
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/05/23 15:44
TBL
V31670
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/05/23 15:44
TBL
V31670
Styrene
<0.220
Ng/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/05/23 15:44
TBL
V31670
Toluene
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/05/23 15:44
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 37 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001
Lab No : 92269
Sample ID : TB-23240323
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 3/23/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V31669 04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44 TBL
V31670
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/05/23 15:44 TBL
V31670
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/05/23 15:44 TBL
V31670
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/05/23 15:44 TBL
V31670
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/05/23 15:44 TBL
V31670
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/05/23 15:44 TBL
V31670
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/05/23 15:44 TBL
V31670
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/05/23 15:44 KCC
V31670
Surrogate:4-Bromofluorobenzene
106
Limits:80-124%
1 04/05/23 15:44 TBL
V31670
Surrogate: Dibromofluoromethane
103
Limits:
75-129%
1 04/05/23 15:44 TBL
V31670
Surrogate: 1,2-Dichloroethane - d4
107
Limits:
63-136%
1 04/05/23 15:44 TBL
V31670
Surrogate: Toluene-d8
103
Limits:
77-123%
1 04/05/23 15:44 TBL
V31670
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 38 of 84

ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
ATTENTION
Ashley Amick
PROJECTID
23-084-0001
LABORATORY REPORT NUMBER
223032905
DATE
05/01 /2023
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amick
Project Manager, Access Analytical, Inc.
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Pace Analytical Gulf Coast, 7979
Innovation Park Dr., Baton Rouge, LA 70820.
- Pace Gulf Coast is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab #
LA-01955, NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of Pace Guld Coast serving clients in the SC/NC/GA areas. All questions regarding this report
should be directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 223032905 05/01/2023 15:03 Page 1 of 16
Page 39 of 84

LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
Analytical
ANALYTICAL RESULTS
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 05/01/2023
Report p 223032905
I1II111111IIII
Project 23-084-0001
Samples Collected 3/23/23
Deliver To Additional Recipients
Ashley Amick Angela Martin, Access Analytical
Access Analytical Lab Reports, Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
803-781-4243
ACCREDITED]
CERT # 6429.01
Lab Report#: 223032905 05/01/2023 15:03 Page 2 of 16
Page 40 of 84

Report#: 223032905
�,ear�ryrocar'
Project ID: 23-084-0001
Laboratory Endorsement
Report Date: 05/01/2023
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CIF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
Pace Gulf Coast Report 223032905
Lab Report#: 223032905 05/01/2023 15:03 Page 3 of 16
Page 41 of 84

!"aceA eVica!
Report#: 223032905
Project ID: 23-084-0001
Certifications
Report Date: 05/01/2023
Certification
Certification Number
A2LA Accredited (DoD ELAP-QSM 5.4)
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 223032905 05/01/2023 15:03 Page 4 of 16
Page 42 of 84

!"aceA eVica!
Report#: 223032905
Project ID: 23-084-0001
Case Narrative
Client: Access Analytical Report: 223032905
Report Date: 05/01/2023
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
This report is being revised and reissued to split samples 22303290501 and 22303290505 onto a separate report
This report supersedes and replaces any prior reports issued under this workorder
VOLATILES GAS CHROMATOGRAPHY
In the AM20GAX analysis for analytical batch 762901, Methane was detected at an estimated concentration in the method blank.
This is probable laboratory contamination.
Lab Report#: 223032905 05/01/2023 15:03 Page 5 of 16
Page 43 of 84

aceA��alyirca!
Report#: 223032905
Project ID: 23-084-0001
Report Date:
05/01/2023
Sample Summary
Lab ID
Client ID Matrix
Collect Date
Receive Date
22303290502
MW-01-20230323 Water
3/23/23 10:40
3/28/23 09:57
22303290503
MW-02-20230323 Water
3/23/23 15:12
3/28/23 09:57
22303290504
MW-05R-20230323 Water
3/23/23 12:52
3/28/23 09:57
Lab Report#: 223032905 05/01/2023 15:03 Page 6 of 16
Page 44 of 84

ceAnalyfrca!
Report#:
223032905
Project ID:
23-084-0001
Report
Date: 05/01/2023
Detect Summary
Results and Detection Limits are adjusted for dilution and
moisture when applicable
AM23G
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290502
MW-01-20230323
Lactic Acid
mg/L
0.59
1
NA
22303290502
MW-01-20230323
Acetic Acid
mg/L
1.0
1
NA
22303290502
MW-01-20230323
Propionic Acid
mg/L
0.18J
1
NA
22303290502
MW-01-20230323
Formic Acid
mg/L
7.2
1
NA
22303290502
MW-01-20230323
Hexanoic Acid
mg/L
0.059J
1
NA
22303290503
MW-02-20230323
Lactic Acid
mg/L
1.2,1
10
NA
22303290503
MW-02-20230323
Acetic Acid
mg/L
2.7,1
10
NA
22303290503
MW-02-20230323
Propionic Acid
mg/L
1.2J
10
NA
22303290503
MW-02-20230323
Formic Acid
mg/L
67
10
NA
22303290504
MW-05R-20230323
Lactic Acid
mg/L
3.3J
10
NA
22303290504
MW-05R-20230323
Acetic Acid
mg/L
2.1 J
10
NA
22303290504
MW-05R-20230323
Propionic Acid
mg/L
1.11
10
NA
22303290504
MW-05R-20230323
Formic Acid
mg/L
65
10
NA
AM20GAX
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290502
MW-01-20230323
Methane
ug/L
410
1
NA
22303290503
MW-02-20230323
Methane
ug/L
2.7J
1
NA
22303290503
MW-02-20230323
Ethane
ug/L
0.191
1
NA
22303290503
MW-02-20230323
Ethene
ug/L
0.25J
1
NA
22303290504
MW-05R-20230323
Methane
ug/L
3600
4
NA
22303290504
MW-05R-20230323
Ethane
ug/L
1.3J
4
NA
22303290504
MW-05R-20230323
Ethene
ug/L
1.2J
4
NA
EPA RSK-175
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290502
MW-01-20230323
Carbon Dioxide
ug/L
260000
1
NA
22303290503
MW-02-20230323
Carbon Dioxide
ug/L
30100
1
NA
22303290504
MW-05R-20230323
Carbon Dioxide
ug/L
99200
1
NA
Lab Report#: 223032905 05/01/2023 15:03 Page 7 of 16
Page 45 of 84

Report#: 223032905
Project ID: 23-084-0001 Report Date: 05/01/2023
Sample Results
MW-01-20230323 Collect Date 03/23/2023 10:40 Lab ID 22303290502
Receive Date 03/28/2023 09:57 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 22:48 763291 BDP NA
CAS# Parameter Result DL LOQ Units
124-38-9 Carbon Dioxide 260000 585 1200 ug/L
AM23G
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/01/2315:14 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.59
0.053
0.50
mg/L
64-19-7
Acetic Acid
1.0
0.12
0.50
mg/L
79-09-4
Propionic Acid
0.18J
0.053
0.50
mg/L
64-18-6
Formic Acid
7.2
0.055
0.50
mg/L
107-92-6
Butyric Acid
0.058U
0.058
0.50
mg/L
127-17-3
Pyruvic Acid
0.060LI
0.060
0.50
mg/L
503-74-2
i-Pentanoic Acid
0.061 U
0.061
0.50
mg/L
109-52-4
Pentanoic Acid
0.056U
0.056
0.50
mg/L
646-07-1
i-Hexanoic Acid
0.056U
0.056
0.50
mg/L
142-62-1
Hexanoic Acid
0.059J
0.058
0.50
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 07:22 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
410
2.0
5.0
ug/L
74-84-0
Ethane
0.17U
0.17
1.0
ug/L
74-85-1
Ethene
0.24U
0.24
1.0
ug/L
MW-02-20230323 Collect Date 03/23/2023 15:12 Lab ID 22303290503
Receive Date 03/28/2023 09:57 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 23:04 763291 BDP NA
CAS#
Parameter
Result
DL
LOQ
Units
124-38-9
Carbon Dioxide
30100
585
1200
ug/L
Lab Report#: 223032905 05/01/2023 15:03 Page 8 of 16
Page 46 of 84

Report#: 223032905
Project ID: 23-084-0001 Report Date: 05/01/2023
Sample Results
MW-02-20230323 Collect Date 03/23/2023 15:12 Lab ID 22303290503
Receive Date 03/28/2023 09:57 Matrix Water
AM23G *Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/01/2317:20 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
1.2J
0.53
5.0
mg/L
64-19-7
Acetic Acid
2.7J
1.2
5.0
mg/L
79-09-4
Propionic Acid
1.2J
0.53
5.0
mg/L
64-18-6
Formic Acid
67
0.55
5.0
mg/L
107-92-6
Butyric Acid
0.58U
0.58
5.0
mg/L
127-17-3
Pyruvic Acid
0.60U
0.60
5.0
mg/L
503-74-2
i-Pentanoic Acid
0.61 U
0.61
5.0
mg/L
109-52-4
Pentanoic Acid
0.56U
0.56
5.0
mg/L
646-07-1
i-Hexanoic Acid
0.561.1
0.56
5.0
mg/L
142-62-1
Hexanoic Acid
0.58U
0.58
5.0
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 07:37 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
2.7J
2.0
5.0
ug/L
74-84-0
Ethane
0.191
0.17
1.0
ug/L
74-85-1
Ethene
0.25J
0.24
1.0
ug/L
MW-05R-20230323 Collect Date 03/23/2023 12:52 Lab ID 22303290504
Receive Date 03/28/2023 09:57 Matrix Water
RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 23:20 763291 BDP NA
Parameter Result DL LOQ
I Carbon Dioxide 99200 585 1200
G *Results and limits are adjusted for dilution.
Units
ug/L
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/01/2317:52 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
3.3J
0.53
5.0
mg/L
64-19-7
Acetic Acid
2.1J
1.2
5.0
mg/L
79-09-4
Propionic Acid
1.11
0.53
5.0
mg/L
64-18-6
Formic Acid
65
0.55
5.0
mg/L
107-92-6
Butyric Acid
0.581J
0.58
5.0
mg/L
Lab Report#: 223032905 05/01/2023 15:03 Page 9 of 16
Page 47 of 84

Report#: 223032905
Project ID: 23-084-0001 Report Date: 05/01/2023
Sample Results
MW-05R-20230323 Collect Date 03/23/2023 12:52 Lab ID 22303290504
Receive Date 03/28/2023 09:57 Matrix Water
AM23G (Continued)
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/01/2317:52 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
127-17-3
Pyruvic Acid
0.60U
0.60
5.0
mg/L
503-74-2
i-Pentanoic Acid
0.61 U
0.61
5.0
mg/L
109-52-4
Pentanoic Acid
0.56U
0.56
5.0
mg/L
646-07-1
i-Hexanoic Acid
0.56U
0.56
5.0
mg/L
142-62-1
Hexanoic Acid
0.58U
0.58
5.0
mg/L
AM20GAX
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 4 03/31/23 07:54 762901 LMB NA
CAS#
Parameter
74-82-8
Methane
74-84-0
Ethane
74-85-1
Ethene
Result
DL
LOCI
3600
7.9
20
1.3J
0.69
4.0
1.2J
0.96
4.0
Units
ug/L
ug/L
ug/L
Lab Report#: 223032905 05/01/2023 15:03 Page 10 of 16
Page 48 of 84

Report#: 223032905
aceA��alyirca!
Project ID: 23-084-0001 Report Date: 05/01/2023
GC Volatiles QC Summary
Analytical Batch Client ID
MB763291
LCS763291
LCSD763291
763291 Lab ID
2469770
2469771
2469772
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/05/23 22:16
04/05/23 21:44
04/05/23 22:00
Matrix
Water
Water
Water
EPA RSK-175
Units
ug/L
Spike
Result
%R
I
Control
Spike
I Result
%R
RPD
RPD
Result
DLI
Added
Limits%R
1 Added
Limit
Carbon Dioxide 124-38-9
585UI
5851
338001
38100
11131
38 - 147
1 338001
37900
112
1
40
Lab Report#: 223032905 05/01/2023 15:03 Page 11 of 16
Page 49 of 84

Report#: 223032905
aceA��alyirca!
Project ID: 23-084-0001 Report Date: 05/01/2023
General Chemistry QC Summary
Analytical Batch Client ID
MB762926
LCS762926
LCSD762926
762926 Lab ID
2467944
2467945
2467946
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/01/23 03:39
04/01/23 04:11
04/01/23 04:42
Matrix
Water
Water
Water
AM23G
Units
mg/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Lactic Acid
50-21-5
0.053U
0.053
2.0
2.3
115
70 - 130
2.0
2.3
116
1
20
Acetic Acid
64-19-7
0.12U
0.12
2.0
1.9
97
70 - 130
2.0
2.0
98
0
20
Propionic Acid
79-09-4
0.053U
0.053
2.0
2.0
102
70 - 130
2.0
2.1
103
2
20
Formic Acid
64-18-6
0.055U
0.055
2.0
1.9
97
70 - 130
2.0
1.9
96
1
20
Butyric Acid
107-92-6
0.058U
0.058
2.0
2.0
102
70 - 130
2.0
2.1
103
1
20
Pyruvic Acid
127-17-3
0.060U
0.060
2.0
1.9
95
70 - 130
2.0
1.9
95
1
20
i-Pentanoic Acid
503-74-2
0.061 U
0.061
2.0
2.1
103
70 - 130
2.0
2.1
107
4
20
Pentanoic Acid
109-52-4
0.056U
0.056
2.0
2.1
106
70 - 130
2.0
2.0
99
7
20
i-Hexanoic Acid
646-07-1
0.056U
0.056
2.0
2.0
102
70 - 130
2.0
2.2
109
7
20
Hexanoic Acid
142-62-1
0.058U
0.058
2.0
2.0
101
70 - 130
2.0
2.0
101
1
20
Lab Report#: 223032905 05/01/2023 15:03 Page 12 of 16
Page 50 of 84

Report#: 223032905
aceA��alyirca!
Project ID: 23-084-0001 Report Date: 05/01/2023
General Chromatography QC Summary
Analytical Batch
Client ID
MB762901
LCS762901
LCSD762901
762901
Lab ID
2467877
2467878
2467879
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/31/23 05:48
03/31/23 05:16
03/31/23 05:32
Matrix
Water
Water
Water
AM20GAX
Units
ug/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Methane
74-82-8
2.2J
2.0
380
340
90
70-130
380
380
101
11
20
Ethane
74-84-0
0.17U
0.17
97
100
103
70 - 130
97
110
116
12
20
Ethene
74-85-1
0.24U
0.24
120
120
102
70 - 130
120
140
115
12
20
Lab Report#: 223032905 05/01/2023 15:03 Page 13 of 16
Page 51 of 84

rw
Ol
a2
a.+
� L
rl
CL
M IS
CD
u u
Mti m ru
p co m
N
N Q C
C)LLI lid
N
O N n
a
x
all
a
x
m
'P
x
G
'y UJ '--N
❑
N N
❑
N y
in
7J N
FA
N W a C
G
A
C
�^°�
Q
o o
ua
U
V -'
rp�
"
U
_
0
v
U
L7
a
n
¢n
u C
n
'm v w
[� u _
2
�
t7 a� ._.
O
4 C�
i
O C
i
C] c�
^
C C ;w
¢ �
¢
w
¢
a
¢
Lu 7
Lu 7
w
u
U
J -p
J I
IQ 3
n
o
_
`�
N
V
ul
VI.I
x
LIrlrq
¢
L7
ru
Q Q
L
¢ ¢
CA�
C'
Q Q
Y
of
C Q
•�
c N
o
vni
10
LA
'V
10 47
°�
�
4
:J f+
N N
� a rn
N
C,rn
N m
N
rn
N a,
a rn
ry
a
N N
m rn
x
a C,
a
v o
Cr
a o,
LL
Q C
Q
Q 4
C
Q Q
Q
Q Q
'I
0.�
a
z
rn
fy
M
M
m
m
N
N
N
N
N
N
N
fh
N
N
N
m
f+:
m
b
m
)
M
IDo
M
M
o
M
d
m
r'1
M
C
M
P
y C]
M
M
M
M
M
P
M
Q
M
q
M
n'
1)
N
N
P
[V
d
N
d
nl
d
N
C
N
P
n:
Cl
N
G
N
d
d
N
d
N
ice+ O
o
O
p
Op
d
O
Co
IF
L) 2
3
N
N
N
O
:
ti
.Ni
.hi
Ln
LLr!
itl
©
O
.N-i
.�1
ti
NLd
ti
?
IN
N
N
N
N
N
[y
G7 C
d
o
4
P
Q
O
d
C)ZQL
N
P
y ❑
n'
N
m
m
M
m
M
M
M
l+_'1
Ci
N
M
fY]
M
Q
M
M
M
M
4
4
P
0-
O
ID d
n C
d
4
� G
g
V
f-
ry
N
N
N
N
N
N
N
7
uM
0
C
ry
C
ry
d
N
0
N
6
N
4
N
CDG
N
N
CD
N
d
N
d
N
;C 0
d
V
L�rl
DZ
L:]
Lfl
Lf]
l�A
Z-r
C
ys. p}
d
4
Q
O
d_
C,
O
b
C
P
P
¢ H
r b'
b C
�
p
O
o
O
C) Q•
u rn
O
v
q
C.O
4
a n
m r
o
Z
d
P
P
P
c
d
d
a
o
d
,� O
o
o
P
0
4
o
tl'
�
P
C
P
d
P
C,
4
C,0
P
4
0
G
{]
rn
O co
(Yl
03
[n
p7
CQ
of
w
v
o3
V
T
O
L7
0
0
C7
0
4
4
O
C
aJ
N
N
N
N
N
� h1
fm4
ry
n
N
N
V
G
n
VS
cs
r
a
yC
a
C
a
c
p
m
7
�
Y
C
�O
U
d
m
Ir
Q�
�R
I
N
L1
Ct
c�
o
_
N
G
LO
O
rn
N
LM
O
(Y!
N
N
0
O
Q
N
4
(0
J
Page 52 of 84

G
T
0 Q
0<
>Q
rnr a o a
N a)
ay
V CL
cc
V V
U
v
Q
IL
CL
x
LL!
%-t
co
N
M
a, p
71 Q. ..
s s
~ iVd y
M
v 3
p 03 LD
N
� � O
r7 74 x
Q LU LLI
Cn d O
U W
a c n
w
rim
v�
�
LN
a
Ice
'au ��c
�
r
C
�1
�
o
�
x
CT]
�
Y
.0
N
L
G
E
E-
c
c
M
0
LO
M
N
O
N
O
LO
O
C,
O
O
N
CM
O
M
N
N
0
Q
Q
N(D
LL
Q
J
Page 53 of 84

O
❑
❑
❑
❑
❑ 1
J
U
W
2
U
Z
W
U
W
W
J
�
Q
k
\
❑
❑
2
q
�
❑
�
�
� ❑
�
�
�
2
�
/
k
§
Cl.
�
\
f
§
0
w
«
k
ƒ
■
\
k
0
0
&
2
Page 54 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31424
Analysis Method: 2320B-2011
Analysis Description: Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples: 92263
Blank MDL
MQL
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
<800 800
5000
03/30/23 15:20
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Alkalinity (as CaCO3) pg/L
250000
254000
102 90-110
Duplicate
V 92048-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
21000 21000
0.0 20
03/30/23 15:20
Date: 05/04/2023 01:09 PM Page 1 of 28
Page 55 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31484
Analysis Method: 2320B-2011
Analysis Description: Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples: 92265
Blank MDL
MQL
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
<800 800
5000
03/31/23 16:00
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Alkalinity (as CaCO3) pg/L
250000
251000
100 90-110
Duplicate
V 92265-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
217000 204000
6.1 20
03/31/23 16:00
Date: 05/04/2023 01:09 PM Page 2 of 28
Page 56 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31283
Analysis Method: 4500S2F-2011
Analysis Description: Sulfide
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265
Blank MDL MQL Analyzed
Parameter Units Result
Sulfide pg/L <830 830 2000 03/27/2313:00
Laboratory Control Sample LCS
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Sulfide
pg/L 10000 9500
95.0 70-122
Date: 05/04/2023 01:09 PM Page 3 of 28
Page 57 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31376
Analysis Method: 5210B-2015
Analysis Description: Biochemical Oxygen Demand (BOD)
Glucose-Glutamic Acid GGA
Result Range Analyzed
Parameter Units
Biochemical Oxygen Demand (5-day) Ng/L 206 167.5-228.E 03/25/23 08:25
Duplicate V 92265-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Biochemical Oxygen Demand (5-day) Ng/L 4000 3600 10.5 30 03/25/23 08:25
Date: 05/04/2023 01:09 PM Page 4 of 28
Page 58 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31271
Analysis Method: 5220D-2011
Analysis Description: Chemical Oxygen Demand (COD)
Lab Reagent Blank LRB
Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265
Blank MDL
MQL
Analyzed
Parameter Units Result
COD (Chemical Oxygen Demand) pg/L <8000 8000
30000
03/28/23 10:31
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units Conc.
Result
Limits
COD (Chemical Oxygen Demand) pg/L 50000
54000
108
90-110
Matrix Spike & Matrix Spike Duplicate V 92332-MS V 92332-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter Units Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
COD (Chemical Oxygen Demand) pg/L 17000 50000
50000 59000
57000 84.0
80.0 80-120 3.4 20
Date: 05/04/2023 01:09 PM Page 5 of 28
Page 59 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality
Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L675526
QC Analytical Batch(es): L675531
QC Prep Batch Method: 531OC-2011
Analysis Method:
531OC-2011
Analysis Description:
Total Organic Carbon
Lab Reagent Blank
LRB-1-675526
Matrix: AQU
Associated Lab Samples: 92264, 92265
Blank MDL
MQL
Analyzed
Parameter Units
Result
TOC pg/L
<682 682
1000
04/10/2312:41
Laboratory Control Sample
LCS-1-675526
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
TOC pg/L
5000
4810
96.0 85-115
Duplicate
L 89981-DUP-L675526
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
TOC pg/L
4730 4600
2.7 15
04/11/23 00:59
Matrix Spike
L 89976-MS-1-675526
MS Spike
MSD MS Result
MSD MS %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec Limits RPD
Conc.
TOC pg/L
3900 5260
9230
101 85-115
Date: 05/04/2023 01:09 PM Page 6 of 28
Page 60 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672669 QC Analytical Batch(es): L673325,L673578
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-L672669 Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265, 92266, 92267, 92268
Blank MDL MQL Analyzed
Parameter
Units
Result
Antimony
pg/L
<0.618
0.618
1.00
03/31/23 03:35
Arsenic
pg/L
<0.297
0.297
1.00
03/31/23 03:35
Barium
pg/L
<0.453
0.453
1.00
03/31/23 03:35
Beryllium
pg/L
<0.102
0.102
1.00
03/31/23 03:35
Cadmium
pg/L
<0.350
0.350
1.00
03/31/23 03:35
Chromium
pg/L
<0.346
0.346
1.00
03/31/23 03:35
Cobalt
pg/L
<0.060
0.060
1.00
03/31/23 03:35
Copper
pg/L
<0.489
0.489
1.00
03/31/23 03:35
Lead
pg/L
<0.264
0.264
1.00
03/31/23 03:35
Nickel
pg/L
<0.182
0.182
1.00
03/31/23 03:35
Selenium
pg/L
<0.703
0.703
1.00
03/31/23 03:35
Silver
pg/L
<0.0570
0.0570
1.00
03/31/23 03:35
Thallium
pg/L
<0.0610
0.0610
1.00
03/31/23 03:35
Vanadium
pg/L
<0.767
0.767
5.00
03/31/23 16:25
Zinc
pg/L
<4.67
4.67
10.0
03/31/23 03:35
Laboratory Control Sample LCS-L672669
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
98.2
98.0
80-120
Arsenic
pg/L
50.0
46.9
94.0
80-120
Barium
pg/L
100
95.3
95.0
80-120
Beryllium
pg/L
50.0
52.2
104
80-120
Cadmium
pg/L
10.0
9.60
96.0
80-120
Chromium
pg/L
100
94.8
95.0
80-120
Cobalt
pg/L
100
95.4
95.0
80-120
Copper
pg/L
50.0
47.6
95.0
80-120
Date: 05/04/2023 01:09 PM Page 7 of 28
Page 61 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672669 QC Analytical Batch(es): L673325,L673578
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-672669
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
48.0
96.0
80-120
Nickel
pg/L
50.0
47.4
95.0
80-120
Selenium
pg/L
100
96.0
96.0
80-120
Silver
pg/L
10.0
9.64
96.0
80-120
Thallium
pg/L
10.0
9.57
96.0
80-120
Vanadium
pg/L
500
463
93.0
80-120
Zinc
pg/L
500
486
97.0
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 92268-MS-L672669
MS Spike
Result Conc.
V 92268-MSD-L672669
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
96.3
94.7
96.0
95.0
75-125
1.6
20.0
Arsenic
pg/L
< 0.297
50.0
50.0
50.4
50.0
101
100
75-125
0.7
20.0
Barium
pg/L
13.5
100
100
109
107
96.0
94.0
75-125
1.8
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
47.5
47.5
95.0
95.0
75-125
0.0
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
9.88
10.1
99.0
101
75-125
2.2
20.0
Chromium
pg/L
0.840
100
100
98.5
100
98.0
99.0
75-125
1.5
20.0
Cobalt
pg/L
0.235
100
100
99.1
101
99.0
101
75-125
1.8
20.0
Copper
pg/L
0.860
50.0
50.0
50.5
51.4
99.0
101
75-125
1.7
20.0
Lead
pg/L
0.285
50.0
50.0
49.6
49.4
99.0
98.0
75-125
0.4
20.0
Nickel
pg/L
0.389
50.0
50.0
49.8
50.9
99.0
101
75-125
2.1
20.0
Selenium
pg/L
< 0.703
100
100
107
101
107
101
75-125
5.7
20.0
Silver
pg/L
< 0.0570
10.0
10.0
10.1
9.91
101
99.0
75-125
1.8
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
9.83
9.84
98.0
98.0
75-125
0.1
20.0
Vanadium
pg/L
< 0.767
500
500
523
515
105
103
75-125
1.5
20.0
Zinc
pg/L
9.75
500
500
509
509
100
100
75-125
0.0
20.0
Date: 05/04/2023 01:09 PM Page 8 of 28
Page 62 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672669 QC Analytical Batch(es): L673325,L673578
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 92268-PDS-L672669
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
45.5
91.0
03/31/23 05:24
Arsenic
pg/L
25.2
101
03/31/23 05:24
Barium
pg/L
53.9
95.0
03/31/23 05:24
Beryllium
pg/L
24.0
96.0
03/31/2319:01
Cadmium
pg/L
5.13
103
03/31/23 05:24
Chromium
pg/L
49.8
99.0
03/31/23 05:24
Cobalt
pg/L
50.2
100
03/31/23 05:24
Copper
pg/L
25.7
101
03/31/23 05:24
Lead
pg/L
24.3
97.0
03/31/23 05:24
Nickel
pg/L
25.6
101
03/31/23 05:24
Selenium
Ng/L
50.0
100
03/31/23 05:24
Silver
pg/L
4.98
100
03/31/23 05:24
Thallium
pg/L
5.10
102
03/31/23 05:24
Vanadium
pg/L
259
104
03/31/23 19:01
Zinc
pg/L
262
103
03/31/23 05:24
Date: 05/04/2023 01:09 PM Page 9 of 28
Page 63 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672903 QC Analytical Batch(es): L673329
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-672903 Matrix: AQU
Associated Lab Samples: 92264, 92265
Parameter
Units
Blank
Result
MDL
MQL
Analyzed
Dissolved Antimony
pg/L
<0.618
0.618
1.00
03/30/23 22:06
Dissolved Arsenic
pg/L
<0.297
0.297
1.00
03/30/23 22:06
Dissolved Barium
pg/L
<0.453
0.453
1.00
03/30/23 22:06
Dissolved Beryllium
pg/L
<0.102
0.102
1.00
03/30/23 22:06
Dissolved Cadmium
pg/L
<0.350
0.350
1.00
03/30/23 22:06
Dissolved Chromium
pg/L
<0.346
0.346
1.00
03/30/23 22:06
Dissolved Cobalt
pg/L
<0.060
0.060
1.00
03/30/23 22:06
Dissolved Copper
pg/L
<0.489
0.489
1.00
03/30/23 22:06
Dissolved Lead
pg/L
<0.264
0.264
1.00
03/30/23 22:06
Dissolved Nickel
pg/L
<0.182
0.182
1.00
03/30/23 22:06
Dissolved Selenium
pg/L
<0.703
0.703
1.00
03/30/23 22:06
Dissolved Silver
pg/L
<0.0570
0.0570
1.00
03/30/23 22:06
Dissolved Thallium
pg/L
<0.0610
0.0610
1.00
03/30/23 22:06
Dissolved Vanadium
pg/L
<0.767
0.767
5.00
03/30/23 22:06
Dissolved Zinc
pg/L
<4.67
4.67
10.0
03/30/23 22:06
Laboratory Control Sample & LCSD
LCS-L672903
LCSD-L672903
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
Dissolved Antimony
pg/L
100
93.5
90.7
94.0
91.0
80-120
3.0
20.0
Dissolved Arsenic
pg/L
50.0
50.4
48.7
101
97.0
80-120
3.4
20.0
Dissolved Barium
pg/L
100
92.5
90.0
93.0
90.0
80-120
2.7
20.0
Dissolved Beryllium
pg/L
50.0
50.9
49.1
102
98.0
80-120
3.6
20.0
Dissolved Cadmium
pg/L
10.0
9.79
9.38
98.0
94.0
80-120
4.2
20.0
Dissolved Chromium
pg/L
100
101
97.2
101
97.0
80-120
3.8
20.0
Dissolved Cobalt
pg/L
100
103
97.5
103
98.0
80-120
5.4
20.0
Date: 05/04/2023 01:09 PM Page 10 of 28
Page 64 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672903 QC Analytical Batch(es): L673329
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample & LCSD LCS-1-672903 LCSD-L672903
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dissolved Copper
pg/L
50.0
49.8
47.7
100
95.0
80-120
4.3
20.0
Dissolved Lead
pg/L
50.0
49.3
47.8
99.0
96.0
80-120
3.0
20.0
Dissolved Nickel
pg/L
50.0
50.9
49.0
102
98.0
80-120
3.8
20.0
Dissolved Selenium
pg/L
100
104
100
104
100
80-120
3.9
20.0
Dissolved Silver
pg/L
10.0
10.1
9.81
101
98.0
80-120
2.9
20.0
Dissolved Thallium
pg/L
10.0
9.68
9.55
97.0
96.0
80-120
1.3
20.0
Dissolved Vanadium
pg/L
500
490
473
98.0
95.0
80-120
3.5
20.0
Dissolved Zinc
pg/L
500
509
489
102
98.0
80-120
4.0
20.0
Date: 05/04/2023 01:09 PM Page 11 of 28
Page 65 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672722
QC Analytical Batch(es): L672893
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-1-672722
Matrix: AQU
Associated Lab Samples: 92263, 92264
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
03/29/23 11:22
Laboratory Control Sample
LCS-1-672722
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
4.69
94.0 80-120
Matrix Spike & Matrix Spike Duplicate
V 92264-MS-L672722 V 92264-MSD-L672722
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 4.28
3.56 86.0 71.0* 80-120 18.3 20
Post Digestion Spike
V 92264-PDS-L672722
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.17
83.0*
03/29/23 12:04
* QC Fail Date: 05/04/2023 01:09 PM Page 12 of 28
Page 66 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672943 QC Analytical Batch(es): L673177
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank LRB-1-672943 Matrix: AQU
Associated Lab Samples: 92264, 92265
Blank MDL MQL Analyzed
Parameter Units Result
Dissolved Mercury pg/L <0.130 0.130 0.200 03/30/23 11:18
Laboratory Control Sample & LCSD LCS-1-672943 LCSD-L672943
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec % Rec Limits RPD Max
RPD
Dissolved Mercury pg/L 5.00 5.41 5.27 108 105 80-120 2.6 20
Date: 05/04/2023 01:09 PM Page 13 of 28
Page 67 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L673565
QC Analytical Batch(es): L673738
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-L673565
Matrix: AQU
Associated Lab Samples: 92265, 92266, 92267, 92268
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
04/03/23 12:32
Laboratory Control Sample
LCS-1-673565
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
5.22
104 80-120
Matrix Spike & Matrix Spike Duplicate
V 92268-MS-L673565 V 92268-MSD-L673565
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 5.08
5.66 102 113 80-120 10.8 20
Post Digestion Spike
V 92268-PDS-L673565
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.79
96.0
04/03/23 13:03
Date: 05/04/2023 01:09 PM Page 14 of 28
Page 68 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31322 QC Analytical Batch(es): V31323
QC Prep Batch Method: 5030B Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31322 Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265, 92266, 92267, 92268
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
1,4-Dioxane pg/L <0.139 0.139 2.00 03/28/2311:03
4-Bromofluorobenzene (S) 03/28/23 11:03 103 70-130
Laboratory Control Sample LCS-V31322
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
1,4-Dioxane pg/L
50.0 49.2
98.4
70-130
4-Bromofluorobenzene (S)
128
70-130
Matrix Spike & Matrix Spike Duplicate
V 92268-MS-V31322 V 92268-MSD-V31322
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L < 0.139 50.0 50.0 46.7 48.4 93.4 96.8 70-130 3.5 20.0
4-Bromofluorobenzene (S) 104 111 70-130
Date: 05/04/2023 01:09 PM Page 15 of 28
Page 69 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31669
QC Prep Batch Method: 5030B
Lab Reagent Blank LRB-V31669
Associated Lab Samples: 92263, 92264, 92265, 92267, 92269
QC Analytical Batch(es): V31670
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/05/23 14:55
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/05/23 14:55
Benzene
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/05/23 14:55
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
Bromoform
pg/L
<1.50
1.50
5.00
04/05/23 14:55
Bromomethane
pg/L
<0.280
0.280
1.00
04/05/23 14:55
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/05/23 14:55
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/05/23 14:55
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/05/23 14:55
Chloroethane
pg/L
<0.430
0.430
1.00
04/05/23 14:55
Chloroform
pg/L
<0.220
0.220
0.500
04/05/23 14:55
Chloromethane
pg/L
<0.220
0.220
0.500
04/05/23 14:55
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/05/23 14:55
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/05/23 14:55
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/05/23 14:55
Dibromomethane
pg/L
<0.230
0.230
0.500
04/05/23 14:55
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/05/23 14:55
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/05/23 14:55
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/05/23 14:55
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/05/23 14:55
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/05/23 14:55
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/05/23 14:55
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/05/23 14:55
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Date:
05/04/2023 01:09 PM
Page 16 of 28
Page 70 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31669
QC Prep Batch Method: 5030B
Lab Reagent Blank LRB-V31669
Associated Lab Samples: 92263, 92264, 92265, 92267, 92269
QC Analytical Batch(es): V31670
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/05/23 14:55
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/05/23 14:55
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/05/23 14:55
1,4-Dioxane
pg/L
<16.0
16.0
150
04/05/23 14:55
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/05/23 14:55
2-Hexanone
pg/L
<0.380
0.380
5.00
04/05/23 14:55
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/05/23 14:55
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/05/23 14:55
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/05/23 14:55
Styrene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/05/23 14:55
Toluene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/05/23 14:55
Trichloroethene
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/05/23 14:55
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/05/23 14:55
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/05/23 14:55
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/05/23 14:55
o-Xylene
pg/L
<0.210
0.210
0.500
04/05/23 14:55
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/05/23 14:55
4-Bromofluorobenzene (S)
04/05/23 14:55
105 80-124
Dibromofluoromethane (S)
04/05/23 14:55
98.4 75-129
1,2-Dichloroethane - d4 (S)
04/05/23 14:55
100 63-136
Date:
05/04/2023 01:09 PM
Page 17 of 28
Page 71 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31669
QC Analytical Batch(es): V31670
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V31669
Matrix: AQU
Associated Lab Samples:
92263, 92264, 92265, 92267, 92269
Blank MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
Toluene-d8 (S)
04/05/23 14:55
104
77-123
Laboratory Control Sample
& LCSD
LCS-V31669 LCSD-V31669
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
a/o Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
35.9
33.5
89.7
83.7
40-166
6.9
20.0
Acrylonitrile
pg/L
40.0
44.7
43.0
112
108
81-127
3.8
20.0
Benzene
pg/L
20.0
22.5
22.9
113
115
77-128
1.7
20.0
Bromochloromethane
pg/L
20.0
22.3
22.4
112
112
78-135
0.4
20.0
Bromodichloromethane
pg/L
20.0
23.5
23.4
118
117
76-138
0.4
20.0
Bromoform
pg/L
20.0
22.6
23.3
113
117
71-135
3.0
20.0
Bromomethane
pg/L
20.0
18.1
20.0
90.5
100
41-168
9.9
20.0
Carbon Disulfide
pg/L
20.0
23.3
24.3
117
122
59-135
4.2
20.0
Carbon Tetrachloride
pg/L
20.0
23.7
24.7
119
124
72-142
4.1
20.0
Chlorobenzene
pg/L
20.0
22.5
22.5
113
113
78-119
0.0
20.0
Chlorodibromomethane
pg/L
20.0
23.8
23.7
119
119
75-134
0.4
20.0
Chloroethane
pg/L
20.0
20.1
21.0
101
105
57-142
4.3
20.0
Chloroform
pg/L
20.0
22.9
23.5
115
118
77-130
2.5
20.0
Chloromethane
pg/L
20.0
19.8
19.3
99.0
96.5
47-145
2.5
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
23.6
23.9
118
120
60-154
1.2
20.0
1,2-Dibromo-3-Chloropropane pg/L
20.0
25.4
24.3
127
122
63-134
4.4
20.0
1,2-Dibromoethane
pg/L
20.0
24.5
24.0
123
120
77-135
2.0
20.0
Dibromomethane
pg/L
20.0
22.9
23.1
115
116
76-138
0.8
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
17.2
17.1
86.0
85.5
70-130
0.5
20.0
1,2-Dichlorobenzene
pg/L
20.0
23.1
23.8
116
119
78-128
2.9
20.0
1,4-Dichlorobenzene
pg/L
20.0
22.1
23.3
111
117
75-126
5.2
20.0
Date: 05/04/2023 01:09 PM Page 18 of 28
Page 72 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31669 QC Analytical Batch(es): V31670
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31669 LCSD-V31669
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
22.9
24.0
115
120
28-163
4.6
20.0
1,1-Dichloroethane
pg/L
20.0
23.0
23.7
115
119
70-130
2.9
20.0
1,2-Dichloroethane
pg/L
20.0
23.7
23.2
119
116
68-131
2.1
20.0
1,1-Dichloroethene
pg/L
20.0
24.0
25.8
120
129
70-154
7.2
20.0
cis-1,2-Dichloroethene
pg/L
20.0
23.0
23.5
115
118
76-141
2.1
20.0
trans-1,2-Dichloroethene
pg/L
20.0
23.0
23.5
115
118
76-135
2.1
20.0
1,2-Dichloropropane
pg/L
20.0
23.5
23.8
118
119
77-130
1.2
20.0
cis-1,3-Dichloropropene
pg/L
20.0
24.1
23.5
121
118
65-140
2.5
20.0
trans-1,3-Dichloropropene
pg/L
20.0
25.6
24.4
128
122
67-140
4.8
20.0
1,4-Dioxane
pg/L
200
266
244
133*
122
70-130
8.6
20.0
Ethylbenzene
pg/L
20.0
22.4
22.8
112
114
80-127
1.7
20.0
2-Hexanone
pg/L
20.0
25.3
23.3
127
117
64-137
8.2
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
19.9
19.3
99.5
96.5
71-134
3.0
20.0
4-M ethyl-2-Pentanone
pg/L
20.0
25.9
24.5
130
123
69-134
5.5
20.0
Methylene Chloride
pg/L
20.0
21.7
21.8
109
109
73-131
0.4
20.0
Styrene
pg/L
20.0
22.4
24.0
112
120
78-129
6.8
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
23.2
22.7
116
114
79-134
2.1
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
25.2
25.7
126
129*
62-127
1.9
20.0
Tetrachloroethene
pg/L
20.0
22.7
22.5
114
113
80-129
0.8
20.0
Tetrahydrofuran
pg/L
20.0
24.3
21.7
122
109
70-130
11.3
20.0
Toluene
pg/L
20.0
23.5
23.6
118
118
76-131
0.4
20.0
1,1,1-Trichloroethane
pg/L
20.0
23.0
23.8
115
119
75-135
3.4
20.0
1,1,2-Trichloroethane
pg/L
20.0
24.4
23.8
122
119
70-140
2.4
20.0
Trichloroethene
pg/L
20.0
22.3
22.5
112
113
77-133
0.8
20.0
Trichlorofluoromethane
pg/L
20.0
22.5
23.5
113
118
62-148
4.3
20.0
1,2,3-Trichloropropane
pg/L
20.0
23.5
24.4
118
122
71-127
3.7
20.0
* QC Fail Date: 05/04/2023 01:09 PM Page 19 of 28
Page 73 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31669
QC Analytical Batch(es): V31670
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V31669 LCSD-V31669
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
24.7 23.4
124
117
34-167
5.4
20.0
Vinyl Chloride
pg/L
20.0
23.1 23.7
116
119
57-141
2.5
20.0
o-Xylene
pg/L
20.0
22.5 23.9
113
120
78-128
6.0
20.0
m,p-Xylene
pg/L
40.0
45.8 48.6
115
122
77-133
5.9
20.0
4-Bromofluorobenzene (S)
107
107
80-124
Dibromofluoromethane (S)
104
102
75-129
1,2-Dichloroethane - d4 (S)
109
107
63-136
Toluene-d8(S)
103
103
77-123
Date: 05/04/2023 01:09 PM Page 20 of 28
Page 74 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31703
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V31704
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31703 Matrix: AQU
Associated Lab Samples: 92266, 92268
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/06/23 03:17
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/06/23 03:17
Benzene
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/06/23 03:17
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
Bromoform
pg/L
<1.50
1.50
5.00
04/06/23 03:17
Bromomethane
pg/L
<0.280
0.280
1.00
04/06/23 03:17
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/06/23 03:17
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/06/23 03:17
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/06/23 03:17
Chloroethane
pg/L
<0.430
0.430
1.00
04/06/23 03:17
Chloroform
pg/L
<0.220
0.220
0.500
04/06/23 03:17
Chloromethane
pg/L
<0.220
0.220
0.500
04/06/23 03:17
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/06/23 03:17
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/06/23 03:17
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/06/23 03:17
Dibromomethane
pg/L
<0.230
0.230
0.500
04/06/23 03:17
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/06/23 03:17
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/06/23 03:17
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/06/23 03:17
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/06/23 03:17
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/06/23 03:17
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/06/23 03:17
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/06/23 03:17
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Date:
05/04/2023 01:09 PM
Page 21 of 28
Page 75 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31703
QC Analytical Batch(es): V31704
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic
Compounds - GC/MS
Lab Reagent Blank
LRB-V31703
Matrix: AQU
Associated Lab Samples:
92266, 92268
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/06/23 03:17
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/06/23 03:17
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/06/23 03:17
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/06/23 03:17
2-Hexanone
pg/L
<0.380
0.380
5.00
04/06/23 03:17
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/06/23 03:17
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/06/23 03:17
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/06/23 03:17
Styrene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/06/23 03:17
Toluene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/06/23 03:17
Trichloroethene
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/06/23 03:17
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/06/23 03:17
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/06/23 03:17
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/06/23 03:17
o-Xylene
pg/L
<0.210
0.210
0.500
04/06/23 03:17
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/06/23 03:17
4-Bromofluorobenzene (S)
04/06/23 03:17
104 80-124
Dibromofluoromethane (S)
04/06/23 03:17
99.0 75-129
1,2-Dichloroethane - d4 (S)
04/06/23 03:17
100 63-136
Date:
05/04/2023 01:09 PM
Page 22 of 28
Page 76 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31703 QC Analytical Batch(es): V31704
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31703 Matrix: AQU
Associated Lab Samples: 92266, 92268
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8(S) 04/06/23 03:17 103 77-123
Laboratory Control Sample & LCSD LCS-V31703 LCSD-V31703
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
38.6
36.2
96.5
90.5
40-166
Acrylonitrile
pg/L
40.0
48.2
46.1
121
115
81-127
Benzene
pg/L
20.0
21.6
22.5
108
113
77-128
Bromochloromethane
pg/L
20.0
21.7
21.7
109
109
78-135
Bromodichloromethane
pg/L
20.0
22.9
22.8
115
114
76-138
Bromoform
pg/L
20.0
23.3
22.6
117
113
71-135
Bromomethane
pg/L
20.0
18.2
21.1
91.0
106
41-168
Carbon Disulfide
pg/L
20.0
21.5
23.0
108
115
59-135
Carbon Tetrachloride
pg/L
20.0
21.8
23.4
109
117
72-142
Chlorobenzene
pg/L
20.0
21.5
22.5
108
113
78-119
Chlorodibromomethane
pg/L
20.0
23.3
23.7
117
119
75-134
Chloroethane
pg/L
20.0
19.1
19.8
95.5
99.0
57-142
Chloroform
pg/L
20.0
21.9
22.6
110
113
77-130
Chloromethane
pg/L
20.0
19.1
20.5
95.5
103
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
23.5
23.4
118
117
60-154
1,2-Dibromo-3-Chloropropane
pg/L
20.0
25.5
23.7
128
119
63-134
1,2-Dibromoethane
pg/L
20.0
24.0
23.3
120
117
77-135
Dibromomethane
pg/L
20.0
22.7
21.8
114
109
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
16.7
15.9
83.5
79.5
70-130
1,2-Dichlorobenzene
pg/L
20.0
23.0
22.8
115
114
78-128
1,4-Dichlorobenzene
pg/L
20.0
22.5
22.6
113
113
75-126
RPD Max
RPD
6.4 20.0
4.4 20.0
4.0 20.0
0.0 20.0
0.4 20.0
3.0 20.0
14.7 20.0
6.7 20.0
7.0 20.0
4.5 20.0
1.7 20.0
3.5 20.0
3.1 20.0
7.0 20.0
0.4 20.0
7.3 20.0
2.9 20.0
4.0 20.0
4.9 20.0
0.8 20.0
0.4 20.0
Date: 05/04/2023 01:09 PM
Page 77 of 84
Page 23 of 28

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31703 QC Analytical Batch(es): V31704
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31703 LCSD-V31703
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
21.0
22.1
105
111
28-163
5.1
20.0
1,1-Dichloroethane
pg/L
20.0
21.7
22.8
109
114
70-130
4.9
20.0
1,2-Dichloroethane
pg/L
20.0
22.6
22.3
113
112
68-131
1.3
20.0
1,1-Dichloroethene
pg/L
20.0
22.3
23.8
112
119
70-154
6.5
20.0
cis-1,2-Dichloroethene
pg/L
20.0
21.8
22.7
109
114
76-141
4.0
20.0
trans-1,2-Dichloroethene
pg/L
20.0
21.2
22.8
106
114
76-135
7.2
20.0
1,2-Dichloropropane
pg/L
20.0
22.6
22.9
113
115
77-130
1.3
20.0
cis-1,3-Dichloropropene
pg/L
20.0
22.3
22.2
112
111
65-140
0.4
20.0
trans-1,3-Dichloropropene
pg/L
20.0
23.8
22.3
119
112
67-140
6.5
20.0
Ethylbenzene
pg/L
20.0
20.6
22.2
103
111
80-127
7.4
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
21.2
20.0
106
100
71-134
5.8
20.0
4-Methyl-2-Pentanone
pg/L
20.0
28.2
24.2
141*
121
69-134
15.2
20.0
Methylene Chloride
pg/L
20.0
20.9
21.4
105
107
73-131
2.3
20.0
Styrene
pg/L
20.0
20.9
22.7
105
114
78-129
8.2
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
21.7
23.0
109
115
79-134
5.8
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
24.5
22.4
123
112
62-127
8.9
20.0
Tetrachloroethene
pg/L
20.0
21.1
22.9
106
115
80-129
8.1
20.0
Tetrahydrofuran
pg/L
20.0
25.6
23.5
128
118
70-130
8.5
20.0
Toluene
pg/L
20.0
22.2
22.5
111
113
76-131
1.3
20.0
1,1,1-Trichloroethane
pg/L
20.0
21.3
22.8
107
114
75-135
6.8
20.0
1,1,2-Trichloroethane
pg/L
20.0
24.9
22.4
125
112
70-140
10.5
20.0
Trichloroethene
pg/L
20.0
22.3
23.6
112
118
77-133
5.6
20.0
Trichlorofluoromethane
pg/L
20.0
21.2
22.4
106
112
62-148
5.5
20.0
1,2,3-Trichloropropane
pg/L
20.0
23.9
21.3
120
107
71-127
11.5
20.0
Vinyl Acetate
pg/L
20.0
18.9
15.6
94.5
78.0
34-167
19.1
20.0
Vinyl Chloride
pg/L
20.0
21.1
22.3
106
112
57-141
5.5
20.0
* QC Fail Date: 05/04/2023 01:09 PM Page 24 of 28
Page 78 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31703
QC Analytical Batch(es): V31704
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD LCS-V31703 LCSD-V31703
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units Conc.
Result Result
%Rec
% Rec
Limits RPD
Max
RPD
o-Xylene
pg/L 20.0
21.1 23.2
106
116
78-128 9.4
20.0
m,p-Xylene
pg/L 40.0
43.2 46.9
108
117
77-133 8.2
20.0
4-Bromofluorobenzene (S)
105
104
80-124
Dibromofluoromethane (S)
102
101
75-129
1,2-Dichloroethane - d4 (S)
112
107
63-136
Toluene-d8(S)
104
106
77-123
Date: 05/04/2023 01:09 PM Page 25 of 28
Page 79 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31254
QC Analytical Batch(es): V31261
QC Prep Batch Method:
SW-9056A (PREP)
Analysis Method:
9056A
Analysis Description:
Anions by Ion Chromatography
Lab Reagent Blank
LRB-V31254
Matrix: AQU
Associated Lab Samples:
92263, 92265
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Chloride
pg/L
<370 370
1000
03/25/23 09:23
Nitrate (NO3-N)
pg/L
<76.0 76.0
200
03/25/23 09:23
Sulfate
pg/L
<650 650
2000
03/25/23 09:23
Laboratory Control Sample
LCS-V31254
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Chloride
pg/L
40000
41300
103
80-120
Nitrate (NO3-N)
pg/L
4000
4170
104
80-120
Sulfate
pg/L
40000
38700
97.0
80-120
Matrix Spike & Matrix Spike Duplicate
V 92265-MS-V31254
V 92265-MSD-V31254
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Chloride
pg/L
72000 40000
40000 112000
112000 100
100
80-120 0.0 20
Nitrate (NO3-N)
pg/L
<79.0 4000
4000 4710
4630 118
116
80-120 1.7 20
Sulfate
pg/L
<676 40000
40000 38900
39700 97.0
99.0
80-120 2.0 20
Date: 05/04/2023 01:09 PM Page 26 of 28
Page 80 of 84

• Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep:
L672614
QC Analytical Batch(es): L673139
QC Prep Batch Method:
EPA-200.7 (PREP)
Analysis Method:
EPA-200.7
Analysis Description:
Total Metals
Lab Reagent Blank
LRB-1-672614
Matrix: AQU
Associated Lab Samples:
92266, 92267, 92268
Blank
MQL
Analyzed
Parameter
Units
Result
Calcium
pg/L
<100
100
03/29/2319:53
Magnesium
pg/L
<100
100
03/29/2319:53
Laboratory Control Sample
LCS-1-672614
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Calcium
pg/L
10000
10800
108
85-115
Magnesium
pg/L
10000
10200
102
85-115
Matrix Spike & Matrix Spike Duplicate
G 60040-MS-1-672614 G 60040-MSD-L672614
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Calcium
pg/L
6470 10000
10000 16600
16500 101
100
70-130 0.6 20
Magnesium
pg/L
2180 10000
10000 11800
11700 96.0
95.0
70-130 0.8 20
Post Digestion Spike
G 60040-PDS-L672614
PDS
%
Analyzed
Parameter
Units
Result
Recovery
Calcium
pg/L
28400
101
03/29/23 22:10
Magnesium
pg/L
25300
97.0
03/29/23 22:10
Date: 05/04/2023 01:09 PM Page 27 of 28
Page 81 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Analytical Batch:
V31279
Analysis Method:
SM-3500-Fe-13
Analysis Description:
Ferrous Iron
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92263, 92265
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Ferrous Iron
pg/L
<50.0
50.0
200
03/27/23 17:15
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Ferrous Iron
pg/L
2000
1980
99.0
90-110
Matrix Spike & Matrix Spike Duplicate
V 92263-MS V 92263-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result
Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Ferrous Iron
pg/L
8340
50000
50000 49000
48600 81.0
81.0 80-120 0.8 20
Date: 05/04/2023 01:09 PM Page 28 of 28
Page 82 of 84

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 01015
Customer Name: Anchor QEA of North Carolina, PLLC
Report Number: 23-084-0001
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT15 II AC
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
(*� Yes
0 No
0 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)?
(0) Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 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?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
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
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes 0 No U N/A
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
0Yes ONo
Signature: Angelo Norvell
Date & Time: 03/25/2023 10:36:27
Page 83 of 84

r- (n
Q� 3
3�
ji ro
a6 w
�a m
C
a�
� c
O _?
m
m �
n 'm
0
m-M
w z
0
a
,a
i
'b
11111110
943,
%..
.11
'4010
mills
IN
011mmmilm
11111311
NEW
C
N
v
x
p
m
0 a v
a o
>
n 3
rot
m Z 2►
m Z
4 m
Q
m ,- 0
.CL
,nn�
Ram
n
N �
J
3 o n e
a c v o a cai
a 0
c
°c N
e�
m
m jp m
toN H' A
M.
ap
T— --
w p N
c C D
w s❑
D
m
lam o>
CL
m y• i
n
�m y
Tdx
xW
m
�
imp q
v-°-CvQ
S
W o
C
a
Y
Fr{
x❑ + IL w
jp
m N
x
y
Mr
7 N
n m
�m m a L
0 m
m
a
r m n o v
❑
N
A
rI
E
H�a�as
wa ono
r`m
m
0
m
m vC
CD
m�0�m �Aw
n w
m
I
mm 0 o
r
m a p A OF
ens
n o o
m ra U)
o
M
C
vain'zmn
N m
r!
3 o
z
C
m � O
remit I~
u0 N
re2���
m
o m
m IF
3
x
T
n`
`
I I
a
�F,
n
I I
r
n
Page 84 of 84

Waypointo
ANALYTICAL
4/25/2023
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville, NC, 28801
Ref: Analytical Testing
Lab Report Number: 23-089-0004
Client Project Description: Jackson County Landfill
Site: Jackson
Project Number: C21480-01.01
Dear Jessica Mayers:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/30/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a,j
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 72

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program
- NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program
- NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program
- NELAP
460181
09/14/2023
Page 1 of 1 00016/23-089-0004
Page 2 of 72

Waypoint.(2)
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Sample Summary Table
Report Number: 23-089-0004
Client Project Description: Jackson County Landfill
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
AM23G
Pace -LA
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
AM20GAX
Pace -LA
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
RSK-175
Pace -LA
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
6020B
WP MTN
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
7470A
WP MTN
92551
MW-04-20230328
Aqueous
03/28/2023
15:50
03/30/2023
10:20
531OC-2011
WP MTN
92552
DW-01-20230328
Aqueous
03/28/2023
12:36
03/30/2023
10:20
524.2
92553
DW-02-20230328
Aqueous
03/28/2023
13:25
03/30/2023
10:20
524.2
92554
LT-01-20240328
Aqueous
03/28/2023
11:27
03/30/2023
10:20
92554
LT-01-20240328
Aqueous
03/28/2023
11:27
03/30/2023
10:20
6020E
WP MTN
92555
MW-03-20230328
Aqueous
03/28/2023
19:13
03/30/2023
10:20
AM20GAX
Pace -LA
92556
MW-07-20230328
Aqueous
03/28/2023
14:54
03/30/2023
10:20
92557
MW-06-20230328
Aqueous
03/28/2023
11:09
03/30/2023
10:20
92558
TB-20230328
Aqueous
03/28/2023
03/30/2023
10:20
: Pace Analytical - Huntersville, NC, Huntersville, NC
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 72

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
AN LYT I CAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-089-0004
Client Sample ID Lab Sample ID
Method Parameters
Result Units Report Limit Analyzed
MW-04-20230328
V 92551
2320B-2011
Alkalinity (as CaCO3)
106000
pg/L
800
03/31/2023 16:00
4500S2F-2011
Sulfide
17300
pg/L
970
03/30/202311:50
5220D-2011
COD (Chemical Oxygen Demand)
16000
pg/L
8000
04/05/2023 10:40
5310C-2011
TOC
2.29
mg/L
0.682
04/08/2023 05:17
6020E
Arsenic
0.388
pg/L
0.297
04/04/2023 02:58
6020E
Barium
42.1
pg/L
0.453
04/04/2023 02:58
6020E
Cobalt
0.526
pg/L
0.060
04/04/2023 02:58
6020E
Copper
0.952
pg/L
0.489
04/04/2023 02:58
6020E
Lead
0.516
pg/L
0.264
04/04/2023 02:58
6020E
Nickel
2.10
pg/L
0.182
04/04/2023 02:58
6020E
Zinc
4.67
pg/L
4.67
04/04/2023 02:58
8260D
1,4-Dichlorobenzene
1.94
Ng/L
0.210
04/10/202318:23
8260D
cis- 1,2-Dichloroethene
0.471
pg/L
0.200
04/10/202318:23
8260D
Vinyl Chloride
0.210
pg/L
0.170
04/10/2023 18:23
8260D SIM
1,4-Dioxane
5.04
pg/L
0.139
03/30/2023 14:15
9056A
Chloride
54100
pg/L
370
03/30/202313:41
9056A
Nitrate (NO3-N)
2580
pg/L
76.0
03/30/2023 13:41
9056A
Sulfate
94900
pg/L
650
03/30/202313:41
LT-01-20240328
V 92554
6020B
Arsenic
15.4
pg/L
2.97
04/03/202317:21
6020B
Barium
1260
pg/L
4.53
04/03/202317:21
6020B
Chromium
20.3
pg/L
3.46
04/03/202317:21
6020B
Cobalt
9.39
pg/L
0.600
04/03/202317:21
6020B
Copper
8.50
pg/L
4.89
04/03/202317:21
6020B
Lead
3.03
pg/L
2.64
04/03/202317:21
6020B
Nickel
34.3
pg/L
1.82
04/03/202317:21
6020B
Vanadium
26.5
pg/L
7.67
04/03/202317:21
8260D
1,4-Dichlorobenzene
2.34
pg/L
2.10
04/07/2023 21:55
8260D
cis- 1,2-Dichloroethene
2.16
pg/L
2.00
04/07/2023 21:55
8260D
Tetrahydrofuran
95.7
pg/L
15.0
04/07/2023 21:55
8260D SIM
1,4-Dioxane
48.7
pg/L
0.139
03/30/2023 14:40
MW-07-20230328
V 92556
2320E-2011
Alkalinity (as CaCO3)
308000
pg/L
800
03/31/2023 16:00
9056A
Chloride
92500
pg/L
370
03/30/202313:25
9056A
Sulfate
21800
pg/L
650
03/30/202313:25
Qualifiers
I
I
Page 4 of 72

Waypointo
ANALYTICAL
Client: Anchor QEA of North Carolina, PLLC
Project: Jackson County Landfill
Lab Report Number: 23-089-0004
Date: 4/25/2023
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
CASE NARRATIVE
Metals Analyses Method 6020B
Sample 92554 (LT-01-20240328)
QC Batch No: L673886/L673485
Based on sample screening, a dilution was performed due to high levels of target and/or non -target analytes.
Reporting limits have been adjusted accordingly.
Sample 92554 (LT-01-20240328)
Analyte: Barium
QC Batch No: L673886/L673485
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 - GUMS Method 8260D
Sample 92554 (LT-01-20240328)
QC Batch No: V31828/V31827
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Analyte: 1,4-Dioxane
QC Batch No: V31828/V31827
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: 1,2,3-Trichloropropane
QC Batch No: V31828/V31886
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-Hexanone
QC Batch No: V31828/V31886
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-Hexanone
QC Batch No: V31828/V31886
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: 4-Methyl-2-pentanone
QC Batch No: V31828/V31886
Recovery for the LCS exceeded the upper acceptance limit. However, all sample results associated with the
batch are below the MQL, so this high bias had no impact upon the client data. The results are considered to be
acceptable.
Page 5 of 72

Waypointo
ANALYTICAL
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Analyte: Acetone
QC Batch No: V31828/V31886
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Acrylonitrile
QC Batch No: V31828/V31886
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: 1,2-Dibromo-3-chloropropane
QC Batch No: V31828/V31886
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: trans-1,4-Dichloro-2-butene
QC Batch No: V31887/V31886
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Page 6 of 72

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-089-0004
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 04/25/2023
Received : 03/30/2023
Lab No : 92551
Matrix: Aqueous
Sample ID: MW-04-20230328
Sampled: 3/28/2023
15:50
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
<0.05 H
mg/L
0.05
0.20
1
03/30/23 17:00
SLO
SM-3500-Fe-B
1,4-Dioxane
5.04
ug/L
0.139
2.00
1
03/30/23 14:15
TBL
8260D SIM
Alkalinity (as CaCO3)
106000
Ng/L
800
5000
1
03/31/23 16:00
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
ug/L
2000
2000
1
03/30/23 12:40
SLO
521OB-2015
Chloride
54100
Ng/L
370
1000
1
03/30/2313:41
CM]
9056A
COD (Chemical Oxygen Demand)
16000 J
ug/L
8000
30000
1
04/05/23 10:40
SMW
5220D-2011
Nitrate (NO3-N)
2580
Ng/L
76.0
200
1
03/30/23 13:41
CM]
9056A
TOC
2.29
mg/L
0.682
1.00
1
04/08/23 05:17
SRJ
531OC-2011
Sulfate
94900
Ng/L
650
2000
1
03/30/2313:41
CM]
9056A
Sulfide
17300
ug/L
970
2350
1
03/30/2311:50
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
04/04/23 02:58
CPW
6020B
Arsenic
0.3883
ug/L
0.297
1.00
1
04/04/23 02:58
CPW
6020B
Barium
42.1
Ng/L
0.453
1.00
1
04/04/23 02:58
CPW
6020B
Beryllium
<0.102
ug/L
0.102
1.00
1
04/04/23 22:35
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
04/04/23 02:58
CPW
6020B
Chromium
<0.346
ug/L
0.346
1.00
1
04/04/23 22:35
CPW
6020B
Cobalt
0.526 J
Ng/L
0.060
1.00
1
04/04/23 02:58
CPW
6020B
Copper
0.9523
ug/L
0.489
1.00
1
04/04/23 02:58
CPW
6020B
Lead
0.516 J
Ng/L
0.264
1.00
1
04/04/23 02:58
CPW
6020B
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/04/23 14:10
FDS
7470A
Nickel
2.10
Ng/L
0.182
1.00
1
04/04/23 02:58
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/04/23 02:58
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/04/23 02:58
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 7 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92551
Sample ID: MW-04-20230328
Matrix: Aqueous
Sampled: 3/28/2023 15:50
Test
Results
Units
MDL
MQL
DF Date / Time By Analytical
Analyzed Method
Thallium
<0.0610
Ng/L
0.0610
1.00
1 04/04/23 02:58 CPW 6020B
Vanadium
<0.767
ug/L
0.767
5.00
1 04/04/23 22:35 CPW 6020B
Zinc
4.673
Ng/L
4.67
10.0
1 04/04/23 02:58 CPW 6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 8 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92551
Matrix: Aqueous
Sample ID: MW-04-20230328
Sampled: 3/28/2023
15:50
Analytical Method: 8260D
Prep Batch(es):
V31886
04/10/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/10/23 18:23
MSA
V31887
Acrylonitrile
<0.230
pg/L
0.230
5.00
1
04/10/23 18:23
MSA
V31887
Benzene
<0.180
Ng/L
0.180
0.500
1
04/10/23 18:23
MSA
V31887
Bromochloromethane
<0.420
pg/L
0.420
1.00
1
04/10/23 18:23
MSA
V31887
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/10/23 18:23
MSA
V31887
Bromoform
<1.50
pg/L
1.50
5.00
1
04/10/23 18:23
MSA
V31887
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/10/23 18:23
MSA
V31887
Carbon Disulfide
<0.150
pg/L
0.150
5.00
1
04/10/23 18:23
MSA
V31887
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/10/23 18:23
MSA
V31887
Chlorobenzene
<0.190
pg/L
0.190
0.500
1
04/10/23 18:23
MSA
V31887
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/10/23 18:23
MSA
V31887
Chloroethane
<0.430
pg/L
0.430
1.00
1
04/10/23 18:23
MSA
V31887
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/10/23 18:23
MSA
V31887
Chloromethane
<0.220
pg/L
0.220
0.500
1
04/10/23 18:23
MSA
V31887
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/10/23 18:23
MSA
V31887
1,2-Dibromo-3-Chloropropane
<1.10
pg/L
1.10
2.00
1
04/10/23 18:23
MSA
V31887
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/10/23 18:23
MSA
V31887
Dibromomethane
<0.230
pg/L
0.230
0.500
1
04/10/23 18:23
MSA
V31887
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/10/23 18:23
MSA
V31887
1,2-Dichlorobenzene
<0.220
pg/L
0.220
0.500
1
04/10/23 18:23
MSA
V31887
1,4-Dichlorobenzene
1.94
Ng/L
0.210
0.500
1
04/10/23 18:23
MSA
V31887
Dichlorodifluoromethane
<1.20
pg/L
1.20
5.00
1
04/10/23 18:23
MSA
V31887
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 9 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92551
Matrix: Aqueous
Sample ID: MW-04-20230328
Sampled: 3/28/2023
15:50
Analytical Method: 8260D
Prep Batch(es):
V31886
04/10/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/10/23 18:23
MSA
V31887
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/10/23 18:23
MSA
V31887
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/10/23 18:23
MSA
V31887
cis- 1,2-Dich loroethene
0.471 J
ug/L
0.200
0.500
1
04/10/23 18:23
MSA
V31887
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/10/23 18:23
MSA
V31887
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/10/23 18:23
MSA
V31887
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/10/23 18:23
MSA
V31887
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/10/23 18:23
MSA
V31887
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/10/23 18:23
MSA
V31887
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/10/23 18:23
MSA
V31887
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/10/23 18:23
MSA
V31887
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/10/23 18:23
MSA
V31887
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/10/23 18:23
MSA
V31887
Styrene
<0.220
ug/L
0.220
0.500
1
04/10/23 18:23
MSA
V31887
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/10/23 18:23
MSA
V31887
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/10/23 18:23
MSA
V31887
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/10/23 18:23
MSA
V31887
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/10/23 18:23
MSA
V31887
Toluene
<0.220
Ng/L
0.220
0.500
1
04/10/23 18:23
MSA
V31887
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/10/23 18:23
MSA
V31887
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/10/23 18:23
MSA
V31887
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/10/23 18:23
MSA
V31887
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 10 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92551 Matrix: Aqueous
Sample ID: MW-04-20230328 Sampled: 3/28/2023 15:50
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane
<0.180
1,2,3-Trichloropropane
<0.270
Vinyl Acetate
<1.00
Vinyl Chloride
0.2103
o-Xylene
<0.210
m,p-Xylene
<0.420
Xylene (Total)
<0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31886 04/10/23 09:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
104
Limits: 80-124%
98.8
Limits: 75-129%
95.4
Limits: 63-136%
96.6
Limits: 77-123%
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
1 04/10/23 18:23 MSA V31887
H Beyond holding time
MQL Method Quantitation Limit
Page 11 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92554
Sample ID: LT-01-20240328
Matrix: Aqueous
Sampled: 3/28/2023 11:27
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
48.7
Ng/L
0.139
2.00
1
03/30/23 14:40
TBL
8260D SIM
Antimony
<6.18
ug/L
6.18
10.0
10
04/03/23 17:21
CPW
6020B
Arsenic
15.4
Ng/L
2.97
10.0
10
04/03/23 17:21
CPW
6020B
Barium
1260
ug/L
4.53
10.0
10
04/03/23 17:21
CPW
6020B
Beryllium
<1.02
Ng/L
1.02
10.0
10
04/03/23 17:21
CPW
6020B
Cadmium
<3.50
ug/L
3.50
10.0
10
04/03/23 17:21
CPW
6020B
Chromium
20.3
Ng/L
3.46
10.0
10
04/03/23 17:21
CPW
6020E
Cobalt
9.393
ug/L
0.600
10.0
10
04/03/23 17:21
CPW
6020B
Copper
8.503
Ng/L
4.89
10.0
10
04/03/23 17:21
CPW
6020B
Lead
3.033
ug/L
2.64
10.0
10
04/03/23 17:21
CPW
6020B
Nickel
34.3
Ng/L
1.82
10.0
10
04/03/23 17:21
CPW
6020B
Selenium
<7.03
ug/L
7.03
10.0
10
04/03/23 17:21
CPW
6020B
Silver
<0.570
Ng/L
0.570
10.0
10
04/03/23 17:21
CPW
6020E
Thallium
<0.610
ug/L
0.610
10.0
10
04/03/23 17:21
CPW
6020B
Vanadium
26.53
Ng/L
7.67
50.0
10
04/03/23 17:21
CPW
6020B
Zinc
<46.7
ug/L
46.7
100
10
04/03/23 17:21
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 12 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92554
Matrix: Aqueous
Sample ID: LT-01-20240328
Sampled: 3/28/2023
11:27
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<18.0
Ng/L
18.0
50.0
10
04/07/23 21:55
MSA
V31828
Acrylonitrile
<2.30
ug/L
2.30
50.0
10
04/07/23 21:55
MSA
V31828
Benzene
<1.80
Ng/L
1.80
5.00
10
04/07/23 21:55
MSA
V31828
Bromochloromethane
<4.20
ug/L
4.20
10.0
10
04/07/23 21:55
MSA
V31828
Bromodichloromethane
<1.60
Ng/L
1.60
5.00
10
04/07/23 21:55
MSA
V31828
Bromoform
<15.0
ug/L
15.0
50.0
10
04/07/23 21:55
MSA
V31828
Bromomethane
<2.80
Ng/L
2.80
10.0
10
04/07/23 21:55
MSA
V31828
Carbon Disulfide
<1.50
ug/L
1.50
50.0
10
04/07/23 21:55
MSA
V31828
Carbon Tetrachloride
<1.80
Ng/L
1.80
5.00
10
04/07/23 21:55
MSA
V31828
Chlorobenzene
<1.90
ug/L
1.90
5.00
10
04/07/23 21:55
MSA
V31828
Chlorodibromomethane
<1.90
Ng/L
1.90
5.00
10
04/07/23 21:55
MSA
V31828
Chloroethane
<4.30
ug/L
4.30
10.0
10
04/07/23 21:55
MSA
V31828
Chloroform
<2.20
Ng/L
2.20
5.00
10
04/07/23 21:55
MSA
V31828
Chloromethane
<2.20
ug/L
2.20
5.00
10
04/07/23 21:55
MSA
V31828
Di -Isopropyl Ether (DIPE)
<9.60
Ng/L
9.60
50.0
10
04/07/23 21:55
MSA
V31828
1,2-Dibromo-3-Chloropropane
<11.0
ug/L
11.0
20.0
10
04/07/23 21:55
MSA
V31828
1,2-Dibromoethane
<2.00
Ng/L
2.00
5.00
10
04/07/23 21:55
MSA
V31828
Dibromomethane
<2.30
ug/L
2.30
5.00
10
04/07/23 21:55
MSA
V31828
trans-1,4-Dichloro-2-butene
<13.0
Ng/L
13.0
100
10
04/07/23 21:55
MSA
V31828
1,2-Dichlorobenzene
<2.20
ug/L
2.20
5.00
10
04/07/23 21:55
MSA
V31828
1,4-Dichlorobenzene
2.343
Ng/L
2.10
5.00
10
04/07/23 21:55
MSA
V31828
Dichlorodifluoromethane
<12.0
ug/L
12.0
50.0
10
04/07/23 21:55
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 13 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92554
Matrix: Aqueous
Sample ID: LT-01-20240328
Sampled: 3/28/2023
11:27
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<2.40
Ng/L
2.40
5.00
10
04/07/23 21:55
MSA
V31828
1,2-Dichloroethane
<1.50
ug/L
1.50
5.00
10
04/07/23 21:55
MSA
V31828
1,1-Dichloroethene
<1.50
Ng/L
1.50
5.00
10
04/07/23 21:55
MSA
V31828
cis- 1,2-Dich loroethene
2.163
ug/L
2.00
5.00
10
04/07/23 21:55
MSA
V31828
trans-1,2-Dichloroethene
<1.80
Ng/L
1.80
5.00
10
04/07/23 21:55
MSA
V31828
1,2-Dichloropropane
<1.90
ug/L
1.90
5.00
10
04/07/23 21:55
MSA
V31828
cis- 1,3-Dich loropropene
<2.10
Ng/L
2.10
5.00
10
04/07/23 21:55
MSA
V31828
trans-1,3-Dichloropropene
<1.50
ug/L
1.50
5.00
10
04/07/23 21:55
MSA
V31828
Ethylbenzene
<1.70
Ng/L
1.70
5.00
10
04/07/23 21:55
MSA
V31828
2-Hexanone
<3.80
ug/L
3.80
50.0
10
04/07/23 21:55
MSA
V31828
Methyl Ethyl Ketone (MEK)
<7.10
Ng/L
7.10
50.0
10
04/07/23 21:55
MSA
V31828
4-Methyl-2-Pentanone
<10.0
ug/L
10.0
50.0
10
04/07/23 21:55
MSA
V31828
Methylene Chloride
<3.30
Ng/L
3.30
10.0
10
04/07/23 21:55
MSA
V31828
Styrene
<2.20
ug/L
2.20
5.00
10
04/07/23 21:55
MSA
V31828
1,1,1,2-Tetrachloroethane
<1.60
Ng/L
1.60
5.00
10
04/07/23 21:55
MSA
V31828
1,1,2,2-Tetrachloroethane
<1.60
ug/L
1.60
5.00
10
04/07/23 21:55
MSA
V31828
Tetrachloroethene
<2.20
Ng/L
2.20
5.00
10
04/07/23 21:55
MSA
V31828
Tetrahydrofuran
95.7 J
ug/L
15.0
100
10
04/07/23 21:55
MSA
V31828
Toluene
<2.20
Ng/L
2.20
5.00
10
04/07/23 21:55
MSA
V31828
1,1,1-Trichloroethane
<1.60
ug/L
1.60
5.00
10
04/07/23 21:55
MSA
V31828
1,1,2-Trichloroethane
<0.960
Ng/L
0.960
5.00
10
04/07/23 21:55
MSA
V31828
Trichloroethene
<1.80
ug/L
1.80
5.00
10
04/07/23 21:55
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 14 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004
Lab No : 92554
Sample ID: LT-01-20240328
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 3/28/2023 11:27
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<1.80
Ng/L
1.80
5.00
10
04/07/23 21:55 MSA
V31828
1,2,3-Trichloropropane
<2.70
ug/L
2.70
10.0
10
04/07/23 21:55 MSA
V31828
Vinyl Acetate
<10.0
Ng/L
10.0
20.0
10
04/07/23 21:55 MSA
V31828
Vinyl Chloride
<1.70
ug/L
1.70
5.00
10
04/07/23 21:55 MSA
V31828
o-Xylene
<2.10
Ng/L
2.10
5.00
10
04/07/23 21:55 MSA
V31828
m,p-Xylene
<4.20
ug/L
4.20
10.0
10
04/07/23 21:55 MSA
V31828
Xylene (Total)
<2.1
Ng/L
2.10
5.00
10
04/07/23 21:55
V31828
Surrogate: 4-Bromofluorobenzene
102
Limits:
80-124%
10 04/07/23 21:55 MSA
V31828
Surrogate: Dibromofluoromethane
103
Limits:
75-129%
10 04/07/23 21:55 MSA
V31828
Surrogate: 1,2-Dichloroethane - d4
109
Limits:
63-136%
10 04/07/23 21:55 MSA
V31828
Surrogate: Toluene-d8
98.0
Limits:
77-123%
10 04/07/23 21:55 MSA
V31828
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 15 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92556
Sample ID: MW-07-20230328
Matrix: Aqueous
Sampled: 3/28/2023 14:54
Test
Results
Units
MDL
MQL
DF
Date / Time By Analytical
Analyzed Method
Ferrous Iron
<0.05 H
mg/L
0.05
0.20
1
03/30/23 17:00 SLO SM-3500-Fe-B
Alkalinity (as CaCO3)
308000
pg/L
800
5000
1
03/31/23 16:00 SLO 2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
Ng/L
2000
2000
1
03/30/23 12:40 SLO 521OB-2015
Chloride
92500
ug/L
370
1000
1
03/30/2313:25 CMJ 9056A
Nitrate (NO3-N)
<76.0
Ng/L
76.0
200
1
03/30/23 13:25 CMJ 9056A
Sulfate
21800
ug/L
650
2000
1
03/30/2313:25 CMJ 9056A
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 16 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92557 Matrix: Aqueous
Sample ID: MW-06-20230328 Sampled: 3/28/2023 11:09
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Method
Nitrate (NO3-N) <76.0 H Ng/L 76.0 200 1 03/30/23 13:57 CM] 9056A
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 17 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92558
Matrix: Aqueous
Sample ID : TB-20230328
Sampled: 3/28/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/07/23 14:59
MSA
V31828
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/07/23 14:59
MSA
V31828
Benzene
<0.180
Ng/L
0.180
0.500
1
04/07/23 14:59
MSA
V31828
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/07/23 14:59
MSA
V31828
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 14:59
MSA
V31828
Bromoform
<1.50
ug/L
1.50
5.00
1
04/07/23 14:59
MSA
V31828
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/07/23 14:59
MSA
V31828
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/07/23 14:59
MSA
V31828
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/07/23 14:59
MSA
V31828
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/07/23 14:59
MSA
V31828
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/07/23 14:59
MSA
V31828
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/07/23 14:59
MSA
V31828
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/07/23 14:59
MSA
V31828
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/07/23 14:59
MSA
V31828
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/07/23 14:59
MSA
V31828
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/07/23 14:59
MSA
V31828
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/07/23 14:59
MSA
V31828
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/07/23 14:59
MSA
V31828
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/07/23 14:59
MSA
V31828
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/07/23 14:59
MSA
V31828
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/07/23 14:59
MSA
V31828
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/07/23 14:59
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 18 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92558
Matrix: Aqueous
Sample ID : TB-20230328
Sampled: 3/28/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/07/23 14:59
MSA
V31828
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/07/23 14:59
MSA
V31828
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/07/23 14:59
MSA
V31828
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/07/23 14:59
MSA
V31828
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/07/23 14:59
MSA
V31828
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/07/23 14:59
MSA
V31828
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/07/23 14:59
MSA
V31828
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/07/23 14:59
MSA
V31828
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/07/23 14:59
MSA
V31828
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/07/23 14:59
MSA
V31828
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/07/23 14:59
MSA
V31828
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/07/23 14:59
MSA
V31828
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/07/23 14:59
MSA
V31828
Styrene
<0.220
ug/L
0.220
0.500
1
04/07/23 14:59
MSA
V31828
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 14:59
MSA
V31828
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 14:59
MSA
V31828
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/07/23 14:59
MSA
V31828
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/07/23 14:59
MSA
V31828
Toluene
<0.220
Ng/L
0.220
0.500
1
04/07/23 14:59
MSA
V31828
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 14:59
MSA
V31828
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/07/23 14:59
MSA
V31828
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/07/23 14:59
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 19 of 72

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 04/25/2023
231 Haywood Street Information : Received : 03/30/2023
Asheville , NC 28801
Report Number : 23-089-0004 REPOR T OF A NA L YSIS
Lab No : 92558 Matrix: Aqueous
Sample ID : TB-20230328 Sampled: 3/28/2023 0:00
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31827 04/07/23 09:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
103
Limits: 80-124%
101
Limits: 75-129%
106
Limits: 63-136%
99.6
Limits: 77-123%
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
1 04/07/23 14:59 MSA V31828
H Beyond holding time
MQL Method Quantitation Limit
Page 20 of 72

ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
ATTENTION
Ashley Amick
PROJECTID
23-089-0004
LABORATORY REPORT NUMBER
223033139
DATE
04/17/2023
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amick
Project Manager, Access Analytical, Inc.
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Pace Analytical Gulf Coast, 7979
Innovation Park Dr., Baton Rouge, LA 70820.
- Pace Gulf Coast is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab #
LA-01955, NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of Pace Guld Coast serving clients in the SC/NC/GA areas. All questions regarding this report
should be directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 223033139 04/17/2023 17:14 Page 1 of 14
Page 21 of 72

LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
Analytical
ANALYTICAL RESULTS
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 04/17/2023
Report p 223033139
I1II111111III
Project 23-089-0004
Samples Collected 3/28/23
Deliver To Additional Recipients
Ashley Amick Angela Martin, Access Analytical
Access Analytical Lab Reports, Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
803-781-4243
ACCREDITED
CERT JI 6429,01
Lab Report#: 223033139 04/17/2023 17:14 Page 2 of 14
Page 22 of 72

Report#: 223033139
arraryiecar'
Project ID: 23-089-0004 Report Date: 04/17/2023
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CIF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
Pace Gulf Coast Report 223033139
Lab Report#: 223033139 04/17/2023 17:14 Page 3 of 14
Page 23 of 72

!"aceA eVica!
Report#: 223033139
Project ID: 23-089-0004
Certifications
Report Date: 04/17/2023
Certification
Certification Number
A2LA Accredited (DoD ELAP-QSM 5.4)
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 223033139 04/17/2023 17:14 Page 4 of 14
Page 24 of 72

Report#: 223033139
ceAnalyfrca!
Project ID: 23-089-0004 Report Date: 04/17/2023
Case Narrative
Client: Access Analytical Report: 223033139
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
VOLATILES GAS CHROMATOGRAPHY
In the AM20GAX analysis for analytical batch 763252„ the LCS and/or LCSD recoveries were outside the control limits, due to
sample holding time samples are being reported
In the AM20GAX analysis for analytical batch 763252, the LCS/LCSD exhibited RPD failures.
Lab Report#: 223033139 04/17/2023 17:14 Page 5 of 14
Page 25 of 72

aceA��alyirca!
Report#: 223033139
Project ID: 23-089-0004
Report Date:
04/17/2023
Sample Summary
Lab ID
Client ID Matrix
Collect Date
Receive Date
22303313901
MW-04-20230328 Water
3/28/23 15:50
3/31/23 09:38
22303313902
MW-03-20230328 Bubble Strip
3/28/23 19:13
3/31/23 09:38
22303313903
MW-04-20230328 Bubble Strip
3/28/23 15:50
3/31/23 09:38
22303313904
MW-03-20230328 Bubble Strip
3/28/23 19:13
3/31/23 09:38
Lab Report#: 223033139 04/17/2023 17:14 Page 6 of 14
Page 26 of 72

ceAnalyfrca!
Report#:
Project ID:
223033139
23-089-0004
Report Date: 04/17/2023
Detect Summary
Results and Detection Limits are adjusted for dilution and moisture when applicable
AM23G
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303313901
22303313901
22303313901
MW-04-20230328
MW-04-20230328
MW-04-20230328
Acetic Acid
Propionic Acid
Formic Acid
mg/L
mg/L
mg/L
2.6,1
0.53J
54
10
10
10
NA
NA
NA
AM20GAX
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303313901
22303313901
22303313903
MW-04-20230328
MW-04-20230328
MW-04-20230328
Methane
Ethane
Hydrogen
ug/L
ug/L
nM
9.3
0.29J
10
1
1
1
NA
NA
NA
EPA RSK-175
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303313901
MW-04-20230328
Carbon Dioxide
ug/L
257000
1
NA
Lab Report#: 223033139 04/17/2023 17:14 Page 7 of 14
Page 27 of 72

Report#: 223033139
Project ID: 23-089-0004 Report Date: 04/17/2023
Sample Results
MW-04-20230328 Collect Date 03/28/2023 15:50 Lab ID 22303313901
Receive Date 03/31/2023 09:38 Matrix Water
RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/06/2317:55 763353 BDP NA
Parameter Result DL LOQ
I Carbon Dioxide 257000 585 1200
G *Results and limits are adjusted for dilution.
Units
ug/L
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/16/2315:44 763404 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.531J
0.53
5.0
mg/L
64-19-7
Acetic Acid
2.6J
1.2
5.0
mg/L
79-09-4
Propionic Acid
0.53J
0.53
5.0
mg/L
64-18-6
Formic Acid
54
0.55
5.0
mg/L
107-92-6
Butyric Acid
0.58U
0.58
5.0
mg/L
127-17-3
Pyruvic Acid
0.60U
0.60
5.0
mg/L
503-74-2
i-Pentanoic Acid
0.61 U
0.61
5.0
mg/L
109-52-4
Pentanoic Acid
0.56U
0.56
5.0
mg/L
646-07-1
i-Hexanoic Acid
0.56U
0.56
5.0
mg/L
142-62-1
Hexanoic Acid
0.58U
0.58
5.0
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/10/23 08:41 763252 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
9.3
2.0
5.0
ug/L
74-84-0
Ethane
0.29J
0.17
1.0
ug/L
74-85-1
Ethene
0.24U
0.24
1.0
ug/L
MW-03-20230328 Collect Date 03/28/2023 19:13 Lab ID 22303313902
Receive Date 03/31/2023 09:38 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/03/2312:14 763091 LMB NA
CAS# Parameter
1333-74-0 Hydrogen
Result
DL
LOQ
Units
0.49U
0.49
1.9
nM
Lab Report#: 223033139 04/17/2023 17:14 Page 8 of 14
Page 28 of 72

Report#: 223033139
Project ID: 23-089-0004 Report Date: 04/17/2023
Sample Results
MW-04-20230328 Collect Date 03/28/2023 15:50 Lab ID 22303313903
Receive Date 03/31/2023 09:38 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/03/2312:27 763091 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
1333-74-0
Hydrogen
10
0.49
1.9
nM
MW-03-20230328 Collect Date 03/28/2023 19:13 Lab ID 22303313904
Receive Date 03/31/2023 09:38 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/07/23 07:20 763397 LMB NA
CAS# Parameter
1333-74-0 Hydrogen
Result
DL
LOQ
Units
0.49U
0.49
1.9
nM
Lab Report#: 223033139 04/17/2023 17:14 Page 9 of 14
Page 29 of 72

2"Arialyirca!
Report#: 223033139
Project ID: 23-089-0004
GC Volatiles QC Summary
Report Date: 04/17/2023
Analytical Batch Client ID
MB763353
LCS763353
LCSD763353
763353 Lab ID
2470074
2470075
2470076
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/06/23 13:09
04/06/23 12:37
04/06/23 12:53
Matrix
Water
Water
Water
EPA RSK-175
Units
ug/L
Spike
I Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DLI
Added
Limits%R
Added
Limit
Carbon Dioxide 124-38-9
585UJ
5851
33800
1 33300
199
1 38 - 147
338001
40100
119
19
1 40
Lab Report#: 223033139 04/17/2023 17:14 Page 10 of 14
Page 30 of 72

2"Arialyirca!
Report#: 223033139
Project ID: 23-089-0004
General Chemistry QC Summary
Report Date: 04/17/2023
Analytical Batch Client ID
MB763404
LCS763404
LCSD763404
763404 Lab ID
2470289
2470290
2470291
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/15/23 19:05
04/15/23 19:59
04/15/23 20:51
Matrix
Water
Water
Water
AM23G
Units
mg/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Lactic Acid
50-21-5
0.053U
0.053
2.0
2.1
104
70 - 130
2.0
2.0
102
2
20
Acetic Acid
64-19-7
0.12U
0.12
2.0
1.9
97
70 - 130
2.0
1.9
97
0
20
Propionic Acid
79-09-4
0.053U
0.053
2.0
2.0
99
70 - 130
2.0
1.9
97
2
20
Formic Acid
64-18-6
0.055U
0.055
2.0
1.8
90
70 - 130
2.0
1.8
90
0
20
Butyric Acid
107-92-6
0.058U
0.058
2.0
1.9
93
70 - 130
2.0
1.9
97
5
20
Pyruvic Acid
127-17-3
0.060U
0.060
2.0
1.9
94
70 - 130
2.0
1.9
93
1
20
i-Pentanoic Acid
503-74-2
0.061 U
0.061
2.0
1.9
93
70 - 130
2.0
1.9
95
2
20
Pentanoic Acid
109-52-4
0.056U
0.056
2.0
2.0
98
70 - 130
2.0
1.9
97
1
20
i-Hexanoic Acid
646-07-1
0.056U
0.056
2.0
1.9
96
70 - 130
2.0
2.0
98
2
20
Hexanoic Acid
142-62-1
0.058U
0.058
2.0
1.8
91
70 - 130
2.0
1.9
93
2
20
Lab Report#: 223033139 04/17/2023 17:14 Page 11 of 14
Page 31 of 72

2"Arialyirca!
Report#: 223033139
Project ID: 23-089-0004
General Chromatography QC Summary
Report Date: 04/17/2023
Analytical Batch Client ID
MB763091
LCS763091
LCSD763091
763091 Lab ID
2468699
2468700
2468701
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/03/23 12:02
04/03/23 11:38
04/03/23 11:50
Matrix
Bubble Strip
Bubble Strip
Bubble Strip
AM20GAX
Units
nM
I
Spike
Result
%R
I
Control
Spike
Result
I
%R
I
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Hydrogen 1333-74-0
0.49U
0.49
12
10
85
70 - 130
12
12199
14
20
Analytical Batch Client ID
MB763397
LCS763397
LCSD763397
763397 Lab ID
2470268
2470269
2470270
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/07/23 06:56
04/07/23 06:31
04/07/23 06:43
Matrix
Bubble Strip
Bubble Strip
Bubble Strip
AM20GAX
Units
nM
Spike
Result
%R
I
Control
I
Spike
Result
%R
RPD
RPD
I
Result
DLI
Added
Limits%R
Added
Limit
Hydrogen 1333-74-0
0.49U
1 0.491
121
111
91
1 70-130
1 121
11194
1 4
1 20
Analytical Batch
Client ID
MB763252
LCS763252
LCSD763252
763252
Lab ID
2469474
2469475
2469476
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/10/23 07:24
04/10/23 06:52
04/10/23 07:08
Matrix
Water
Water
Water
AM20GAX
Units
ug/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Methane
74-82-8
2.OU
2.0
380
280
73
70-130
380
370
98
29*
20
Ethane
74-84-0
0.17U
0.17
97
76
78
70 - 130
97
100
103
28'
20
Ethene
74-85-1
0.24U
0.24
120
96
81
70 - 130
120
130
107
28'
20
Lab Report#: 223033139 04/17/2023 17:14 Page 12 of 14
Page 32 of 72

0
c
cn
a
ni
v;
U
Lit
C,
lr)
L+7
el'
Cl)
G1
CN
N
a
�
Q
0
a
a
J
2
�
N p [C
❑ E
fC � ❑
� 4
U �
n �
o �
0
.Q
G
vi m 2
V, u d
7
m 7 Q
M o Q
r.f u] O
a ¢ v ap
m d _
m ¢ Q
N m
a M
CD
6. u V
V
•o
a_
4
x
W
CcY
N
M
M
O
LO
� � M
p m m
N t t
M K a
p W LJ
C
C
U
ra
i h
7)
C
W Q
C77
LL!
y
¢
G m EED
a
U
�
fll N 41 f6
r
W
�
N 4l
8j
y. Q 7
¢
J
�
o r.
O-75
m
-S
❑a
d
�
,-�
N N
d)
N
c
Sj v
i ¢ ¢
a
❑
ID.
a
rt
fl
Z Ln
.�
O
I N N
�i
[��f
L�r7
N
k
a a
CY
a
<
�IN
0
z
E � � � co
U) o 0
I N N CV MV
67
c 0 O O CD
+%A 6 O o fl
U z � z m
�
Ln
�
Ln
Ln CD�
Ln
pi
O
N
N
N
11>1
m
ca
o
[ A
o
a
N
N
N
N
Lq p
d
ry
W
m
m
co
m
c2
VJ
o
0
0
00
w
N =
m
N
rn
r�
ry
m
ry
m
U
N
N
CD
�-I
a
N
n] C
❑
CD
O
8
❑
d"
❑
OO
O
O
O
d r
m
O
6
0
o
a
o
Ln
p
O
m
m
m
m
N
N
N
N
F
E
■
ry�
4
p�j
C
QV
C
Q
❑
m
m
n
1�
L�
O7
o
=
� ,
o
o
0
�
.v:
U
v
N
N
3
N
a
m
C
Cru ^
Ln
�
C�
&-
O
_M
(M
CM
0
m
N
N
0
0
Q
Q
(0
J
Page 33 of 72

J
U
W
2
U
Z
W
U
W
W
J
�
Q
.�
k
\
❑
❑
❑
❑
❑
❑
❑
2
q
�
❑
�
�
� ❑
�
�
�
2
�
/
k
§
Cl.
�
\
f
§
w
0
«
k
ƒ
■
\
k
't
§
34 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
April 07, 2023
Danyale Love
Waypoint Analytical, LLC
449 Springbrook Rd
Charlotte, NC 28217
RE: Project: 3326EXP
Pace Project No.: 92659925
Dear Danyale Love:
Enclosed are the analytical results for sample(s) received by the laboratory on March 31, 2023. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Ormond Beach
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Matthew Brainard
[e-mail]
[phone]
Project Manager
Enclosures
cc: Angela Overcash, Waypoint Analytical
V AtQ
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
B ;
without the written consent of Pace Analytical Services, LLC.
Page 35 of 72
Page 1 of 13

a�
_ ;a'ceAnalyfica(
ff www.pacelabs.com
I
Project: 3326EXP
Pace Project No.: 92659925
Pace Analytical Services Ormond Beach
8 East Tower Circle, Ormond Beach, FL 32174
Alaska DEC- CS/UST/LUST
Alabama Certification #: 41320
Colorado Certification: FL NELAC Reciprocity
Connecticut Certification #: PH-0216
Delaware Certification: FL NELAC Reciprocity
Florida Certification #: E83079
Georgia Certification #: 955
Guam Certification: FL NELAC Reciprocity
Hawaii Certification: FL NELAC Reciprocity
Illinois Certification #: 200068
Indiana Certification: FL NELAC Reciprocity
Kansas Certification #: E-10383
Kentucky Certification #: 90050
Louisiana Certification #: FL NELAC Reciprocity
Louisiana Environmental Certificate #: 05007
Maine Certification #: FL01264
Maryland Certification: #346
Massachusetts Certification #: M-FL1264
Michigan Certification #: 9911
Mississippi Certification: FL NELAC Reciprocity
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Missouri Certification #: 236
Montana Certification #: Cert 0074
Nebraska Certification: NE-OS-28-14
New Hampshire Certification #: 2958
New Jersey Certification #: FL022
New York Certification #: 11608
North Carolina Environmental Certificate #: 667
North Carolina Certification #: 12710
North Dakota Certification #: R-216
Ohio DEP 87780
Oklahoma Certification #: D9947
Pennsylvania Certification #: 68-00547
Puerto Rico Certification #: FL01264
South Carolina Certification: #96042001
Tennessee Certification #: TN02974
Texas Certification: FL NELAC Reciprocity
US Virgin Islands Certification: FL NELAC Reciprocity
Virginia Environmental Certification #: 460165
West Virginia Certification #: 9962C
Wisconsin Certification #: 399079670
Wyoming (EPA Region 8): FL NELAC Reciprocity
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 36 of 72
Page 2 of 13

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE SUMMARY
Project: 3326EXP
Pace Project No.: 92659925
Lab ID
Sample ID
Matrix
Date Collected
Date Received
92659925001
92659925002
DW-01-20230328
DW-02-20230328
Water
Water
03/28/23 12:36
03/28/23 13:25
03/31/2311:50
03/31/2311:50
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 13
Page 37 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: 3326EXP
Pace Project No.: 92659925
Analytes
Lab ID Sample ID
Method Analysts Reported Laboratory
92659925001 DW-01-20230328
EPA524.2 AS4 24 PASI-O
92659925002 DW-02-20230328
EPA 524.2 AS4 24 PASI-O
PASI-O = Pace Analytical Services - Ormond Beach
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 4 of 13
Page 38 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 3326EXP
Pace Project No.: 92659925
Sample: DW-01-20230328
Lab ID:
92659925001
Collected:
03/28/23
12:36
Received:
03/31/23 11:50 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No.
Qual
524.2 MSV
Analytical
Method: EPA 524.2
Pace Analytical Services
- Ormond Beach
Benzene
ND
mg/L
0.00050
0.00040
1
04/05/23 15:18
71-43-2
Carbon tetrachloride
ND
mg/L
0.00050
0.00028
1
04/05/23 15:18
56-23-5
Chlorobenzene
ND
mg/L
0.00050
0.00026
1
04/05/23 15:18
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.00050
0.00026
1
04/05/23 15:18
95-50-1
1g
1,4-Dichlorobenzene
ND
mg/L
0.00050
0.00030
1
04/05/23 15:18
106-46-7
1g
1,2-Dichloroethane
ND
mg/L
0.00050
0.00030
1
04/05/23 15:18
107-06-2
1,1-Dichloroethene
ND
mg/L
0.00050
0.00029
1
04/05/23 15:18
75-35-4
cis- 1,2-Dichloroethene
ND
mg/L
0.00050
0.00033
1
04/05/23 15:18
156-59-2
trans- 1 2- Dich loroethene
ND
mg/L
0.00050
0.00027
1
04/05/23 15:18
156-60-5
1,2-Dichloropropane
ND
mg/L
0.00050
0.00044
1
04/05/23 15:18
78-87-5
Ethylbenzene
ND
mg/L
0.00050
0.00023
1
04/05/23 15:18
100-41-4
Methylene Chloride
ND
mg/L
0.0010
0.00044
1
04/05/23 15:18
75-09-2
Styrene
ND
mg/L
0.00050
0.00020
1
04/05/23 15:18
100-42-5
1g
Tetrachloroethene
ND
mg/L
0.00050
0.00026
1
04/05/23 15:18
127-18-4
Toluene
ND
mg/L
0.00050
0.00028
1
04/05/23 15:18
108-88-3
1,2,4-Trichlorobenzene
ND
mg/L
0.00050
0.00035
1
04/05/23 15:18
120-82-1
1,1,1-Trichloroethane
ND
mg/L
0.00050
0.00027
1
04/05/23 15:18
71-55-6
1,1,2-Trichloroethane
ND
mg/L
0.00050
0.00028
1
04/05/23 15:18
79-00-5
Trichloroethene
ND
mg/L
0.00050
0.00026
1
04/05/23 15:18
79-01-6
Vinyl chloride
ND
mg/L
0.00050
0.00012
1
04/05/23 15:18
75-01-4
L3
Xylene (Total)
ND
mg/L
0.0010
0.00011
1
04/05/23 15:18
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
86
%
70-130
1
04/05/23 15:18
460-00-4
Toluene-d8 (S)
97
%
70-130
1
04/05/23 15:18
2037-26-5
1,2-Dichlorobenzene-d4 (S)
101
%
70-130
1
04/05/23 15:18
2199-69-1
Sample: DW-02-20230328
Lab ID: 92659925002
Collected:
03/28/23 13:25
Received:
03/31/23 11:50 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No.
Qual
524.2 MSV
Analytical Method: EPA 524.2
Pace Analytical Services
- Ormond Beach
Benzene
ND
mg/L
0.00050
0.00040
1
04/05/2315:43
71-43-2
Carbon tetrachloride
ND
mg/L
0.00050
0.00028
1
04/05/23 15:43
56-23-5
Chlorobenzene
ND
mg/L
0.00050
0.00026
1
04/05/2315:43
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.00050
0.00026
1
04/05/2315:43
95-50-1
1g
1,4-Dichlorobenzene
ND
mg/L
0.00050
0.00030
1
04/05/2315:43
106-46-7
1g
1,2-Dichloroethane
ND
mg/L
0.00050
0.00030
1
04/05/2315:43
107-06-2
1,1-Dichloroethene
ND
mg/L
0.00050
0.00029
1
04/05/2315:43
75-35-4
cis- 1,2-Dichloroethene
ND
mg/L
0.00050
0.00033
1
04/05/2315:43
156-59-2
trans- 1 2- Dich loroethene
ND
mg/L
0.00050
0.00027
1
04/05/2315:43
156-60-5
1,2-Dichloropropane
ND
mg/L
0.00050
0.00044
1
04/05/2315:43
78-87-5
Ethylbenzene
ND
mg/L
0.00050
0.00023
1
04/05/2315:43
100-41-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/07/2023 07:14 PM without the written consent of Pace Analytical Services, LLC. Page 5 of 13
Page 39 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: 3326EXP
Pace Project No.: 92659925
Sample: DW-02-20230328
Parameters
Lab ID: 92659925002
Results Units
Collected:
Report
Limit
03/28/23 13:25
MDL DF
Received: 03/31/23 11:50 Matrix: Water
Prepared Analyzed CAS No. Qual
524.2 MSV
Analytical
Method: EPA 524.2
Pace Analytical Services
- Ormond Beach
Methylene Chloride
ND
mg/L
0.0010
0.00044
1
04/05/23 15:43
75-09-2
Styrene
ND
mg/L
0.00050
0.00020
1
04/05/23 15:43
100-42-5 1g
Tetrachloroethene
ND
mg/L
0.00050
0.00026
1
04/05/23 15:43
127-18-4
Toluene
ND
mg/L
0.00050
0.00028
1
04/05/23 15:43
108-88-3
1,2,4-Trichlorobenzene
ND
mg/L
0.00050
0.00035
1
04/05/23 15:43
120-82-1
1,1,1-Trichloroethane
ND
mg/L
0.00050
0.00027
1
04/05/23 15:43
71-55-6
1,1,2-Trichloroethane
ND
mg/L
0.00050
0.00028
1
04/05/23 15:43
79-00-5
Trichloroethene
ND
mg/L
0.00050
0.00026
1
04/05/23 15:43
79-01-6
Vinyl chloride
ND
mg/L
0.00050
0.00012
1
04/05/23 15:43
75-01-4 L3
Xylene (Total)
ND
mg/L
0.0010
0.00011
1
04/05/23 15:43
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
87
%
70-130
1
04/05/23 15:43
460-00-4
Toluene-d8 (S)
96
%
70-130
1
04/05/23 15:43
2037-26-5
1,2-Dichlorobenzene-d4 (S)
101
%
70-130
1
04/05/23 15:43
2199-69-1
Date: 04/07/2023 07:14 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 6 of 13
Page 40 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 3326EXP
Pace Project No.: 92659925
QC Batch: 906909 Analysis Method: EPA 524.2
QC Batch Method: EPA 524.2 Analysis Description: 524.2 MSV
Laboratory: Pace Analytical Services - Ormond Beach
Associated Lab Samples: 92659925001, 92659925002
METHOD BLANK: 4984228
Associated Lab Samples: 92659925001, 92659925002
Parameter Units
Matrix:
Blank
Result
Water
Reporting
Limit
MDL
Analyzed Qualifiers
1,1,1-Trichloroethane
mg/L
ND
0.00050
0.00027
04/05/23 14:53
1,1,2-Trichloroethane
mg/L
ND
0.00050
0.00028
04/05/23 14:53
1,1-Dichloroethene
mg/L
ND
0.00050
0.00029
04/05/23 14:53
1,2,4-Trichlorobenzene
mg/L
ND
0.00050
0.00035
04/05/23 14:53
1,2-Dichlorobenzene
mg/L
ND
0.00050
0.00026
04/05/23 14:53
1,2-Dichloroethane
mg/L
ND
0.00050
0.00030
04/05/23 14:53
1,2-Dichloropropane
mg/L
ND
0.00050
0.00044
04/05/23 14:53
1,4-Dichlorobenzene
mg/L
ND
0.00050
0.00030
04/05/23 14:53
Benzene
mg/L
ND
0.00050
0.00040
04/05/23 14:53
Carbon tetrachloride
mg/L
ND
0.00050
0.00028
04/05/23 14:53
Chlorobenzene
mg/L
ND
0.00050
0.00026
04/05/23 14:53
cis-1,2-Dichloroethene
mg/L
ND
0.00050
0.00033
04/05/23 14:53
Ethylbenzene
mg/L
ND
0.00050
0.00023
04/05/23 14:53
Methylene Chloride
mg/L
ND
0.0010
0.00044
04/05/23 14:53
Styrene
mg/L
ND
0.00050
0.00020
04/05/23 14:53
Tetrachloroethene
mg/L
ND
0.00050
0.00026
04/05/23 14:53
Toluene
mg/L
ND
0.00050
0.00028
04/05/23 14:53
trans- 1 2- Dich loroethene
mg/L
ND
0.00050
0.00027
04/05/23 14:53
Trichloroethene
mg/L
ND
0.00050
0.00026
04/05/23 14:53
Vinyl chloride
mg/L
ND
0.00050
0.00012
04/05/23 14:53
Xylene (Total)
mg/L
ND
0.0010
0.00011
04/05/23 14:53
1,2-Dichlorobenzene-d4 (S)
%
101
70-130
04/05/23 14:53
4-Bromofluorobenzene (S)
%
88
70-130
04/05/23 14:53
Toluene-d8 (S)
%
96
70-130
04/05/23 14:53
LABORATORY CONTROL SAMPLE & LCSD:
Parameter
4984229
Units
Spike
Conc.
4984230
LCS LCSD
Result Result
LCS LCSD
% Rec % Rec
% Rec
Limits
RPD
Max
RPD Qualifiers
1,1,1-Trichloroethane
mg/L
0.02
0.018
0.018
88
88
70-130
1
20
1,1,2-Trichloroethane
mg/L
0.02
0.018
0.018
92
91
70-130
1
20
1,1-Dichloroethene
mg/L
0.02
0.018
0.017
88
86
70-130
1
20
1,2,4-Trichlorobenzene
mg/L
0.02
0.017
0.017
87
86
70-130
1
20
1,2-Dichlorobenzene
mg/L
0.02
0.020
0.020
100
98
70-130
2
20
1,2-Dichloroethane
mg/L
0.02
0.020
0.019
98
97
70-130
1
20
1,2-Dichloropropane
mg/L
0.02
0.020
0.019
99
94
70-130
5
20
1,4-Dichlorobenzene
mg/L
0.02
0.020
0.019
100
97
70-130
3
20
Benzene
mg/L
0.02
0.020
0.020
99
98
70-130
1
20
Carbon tetrachloride
mg/L
0.02
0.017
0.017
84
84
70-130
0
20
Chlorobenzene
mg/L
0.02
0.020
0.020
99
99
70-130
0
20
Results presented on this page are in the units indicated by the "Units"
column except where an alternate unit is
presented to the right of the
result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/07/2023 07:14 PM without the written consent of Pace Analytical Services, LLC. Page 7 of 13
Page 41 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: 3326EXP
Pace Project No.: 92659925
LABORATORY CONTROL SAMPLE & LCSD:
4984229
4984230
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qualifiers
cis-1,2-Dichloroethene
mg/L
0.02
0.019
0.019
97
96
70-130
1
20
Ethylbenzene
mg/L
0.02
0.020
0.020
100
99
70-130
1
20
Methylene Chloride
mg/L
0.02
0.019
0.018
94
91
70-130
3
20
Styrene
mg/L
0.02
0.023
0.023
116
115
70-130
1
20
Tetrachloroethene
mg/L
0.02
0.017
0.017
84
83
70-130
0
20
Toluene
mg/L
0.02
0.020
0.019
98
97
70-130
1
20
trans- 1 2- Dich loroethene
mg/L
0.02
0.019
0.018
94
92
70-130
3
20
Trichloroethene
mg/L
0.02
0.018
0.018
90
91
70-130
1
20
Vinyl chloride
mg/L
0.02
0.027
0.027
134
137
70-130
2
20 L1
Xylene (Total)
mg/L
0.06
0.062
0.060
103
101
70-130
2
20
1,2-Dichlorobenzene-d4 (S)
%
100
101
70-130
4-Bromofluorobenzene (S)
%
93
93
70-130
Toluene-d8 (S)
%
98
97
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/07/2023 07:14 PM without the written consent of Pace Analytical Services, LLC.
Page 8 of 13
Page 42 of 72

a�
_ ;a'ceAnalyfica(
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: 3326EXP
Pace Project No.: 92659925
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
ANALYTE QUALIFIERS
1 g The recovery of the analyte in the CRDL standard (also known as the reporting limit verification) exceeded the
acceptance criteria. Analyte results below the reporting limits are not affected by high bias.
Li Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.
L3 Analyte recovery in the laboratory control sample (LCS) exceeded QC limits. Analyte presence below reporting limits in
associated samples.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/07/2023 07:14 PM without the written consent of Pace Analytical Services, LLC.
Page 9 of 13
Page 43 of 72

lacioAnalytical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 3326EXP
Pace Project No.: 92659925
Lab ID Sample ID QC Batch Method QC Batch
92659925001 DW-01-20230328 EPA 524.2 906909
92659925002 DW-02-20230328 EPA 524.2 906909
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/07/2023 07:14 PM without the written consent of Pace Analytical Services, LLC.
Analytical
Analytical Method Batch
Page 10 of 13
Page 44 of 72

ace DC# Title: ENV-FRM-HUN1-0083 02 Sample Condition Upon Receipt
Effective Date: 11/14/2022
Laboratory receiving samples:
Asheville ❑ Eden[:] Greenwood ❑ Huntersville Raleigh❑ Mechanicsville❑ Atlanta❑ Kernersville❑
Sample od• Client Name: W�� '• 92659925
t J„ Project 4:
Courier: ❑Fed x k OUPS QLAPS Client II I III III �I'I II I I I I ��
❑ Commercial ❑Pace ❑Other:
CustodySeal Present? ❑Yes to Seals Intact
Packing Material: ❑Bubble Wrap EYBbble Bags
❑Yes 6N
❑None ❑ Other
Thermo eter:
IR Gun ID: ` /; C
Type of Ice: et
11 Correction Factor:
Cooler Temp: J Add/Subtract ('C) t-kt
Cooler Temp Corrected ,{°/ `
USDA Regulated Soil N/A, water sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC
[check mansl? r—IYP.s FlNn
VAMM925
Date/Initials Person Emamining Contents: G
Biological Tiss ozen?
1 7 1
[]Yes ❑No N/A
❑Btue [].lone
Temp should be above freezing to 6°C
❑samples out of temp criteria. Samples on ice, cooling process
has begun
Did samples originate from a foreign source (internationally,
inchdinaHAwaii and PipartnRirnl7l—IVac F-1t4n
Comments/Discrepancy:
Chain of Custody Present?
Yes
❑No
❑N/A
1.
Samples Arrived within Hold Time?
es
❑No
El N/A
2.
Short Hold Time Analysis (02 hr.)?
Oyes
Na
❑N/A
3.
Rush Turn Around Time Requested?
❑Yes
V.
❑N/A
4.
Sufficient Volume?
bGs
❑No
[]N/A
5.
Correct Containers Used?
-Pace Containers Used?
Ves
Yes
❑No
❑No
❑N/A
❑N/A
6.
Containers ]ntact?
les
❑Nn
❑N/A
7.
Dissolved analysis: Sampies Field Filtered?
❑Y
❑No
&:�/A
8.
Sample Labels Match COC? 1 ,
-Includes Date/Time/ID/Analysis Matrix:
es
❑No
❑N/A
9,
Headspace in VOA Vials (?5-6mm)?
❑Yes
❑Na
A
10.
Trip Blank Present?
Trip Blank Custody Seals Present?
[]Yes
❑Yes
❑No
❑No
Z7N/A
11.
COMMENTS/SAMPLE DISCREPANCY
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Lot ID of split containers:
Date/Time:
Date:
Date:
Field Data Required? [-]Yes ❑No
Qualtrax ID: 69614
Page 45 of 72
Pagel 0( 2 Page 11 of 13

race
DC##_Title: ENV-FRM-HUN1-0083 v02_Sample Condition Upon Receipt
Effective Date; 11/14/2022
*Check mark top half of box if pH and/or dechlorination is verified and Project rf
within the acceptance range for preservation samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
**Bottom half of box is to list number of bottles
***Check all unpreserved Nitrates for chlorine
wo#:92659925
PM: MWB Due Date: 04/10/23
CLIENT: 92—Prism
r
E
z
v
N
c
>
u
a
J
E
a
m
Z
d
a
v�i
Cl
c
>
U
a
J
E
N
7
a
m
Z
d
2
,�i.
QI
it
7
u
a
J
E
a
m
Z
-0
W
M
M
m
El
m
r-r
7
a
m
N
V
2
a
ST
O
_
4
J
N
yr
M
m
V
S
d
f,'S
O
=
„
a
..1
N
z
a
co
cc
Z
°b
m
Itl
y
a
N
u
a
J
E
i
n
.f
rit
0.
m
rV
n
C
O
z
'_'
M
J
E
N
m
a
m
a
L
m
ID
'o
v
r
c�
E
�v
_
u�.
3
-
Z
v
v
Cn
N
M
E
Q
..�
7
L7
a
N
V
Q
v
x
E
a
2
l7
a
¢
w
a
¢
J
E
0
7
iM7
a
v
0.
O
r
E
a
ti
r�7
a
V
S
Q
a
S
(U
Q
J
Or
rV
vi
C7
a
t?
C
Z
-v
V
=
z
E
a
p
a
v
l'1
o
?
u
O
>
V
=
L7
❑
4
Z
fY1
O
V1i
N
QO
>
J
a
ti
U Cn
5
Z
IDZ
a
c
0
>
J
o
7
Q
>
Z
l?
m
D
>
E
O
y
?
f9
n
?
c
_�v
4.
ON
111
0..
>c
..
Y
l_`0
z
7
G
r
N
>
%
1
Q
V
'�
a
VI
J
E
rN-I
a
,�
1
4
Z
V
a
a
V}
J
O
N
a
^
Q
N
ry
Z
u
a
J
EE
N
a
co
W
N
W
a>
m
Q
J
0
p
N
ia7
a
?
,n
f0
a
u
V_t
p
N
LA
>
Z
-C
a!
Z
N
m
a
E
QJ
OLn
V
0
❑
1
2
3
4
5
N\:s
7
a
9
10
11
12
pH Adjustment Log for Preserved Samples
Sample ID
Type of Preservative
pH upon receipt
Date preservatlon adjusted
Time preservation
adjusted
Arnount of Preservative
added
Lot If
.V— VV I --VC; 11EU;tf is d uiauepdncy direcung Nor c.aronna compuance sampces, a copy or tnis Corm win oe sent to the North Carelina DENR Certification Office (i.e.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Qualtrax ID: 69614
Page 2 of 2 Page 12 of 13
Page 46 of 72

(D v
.n� chi b
C Cp
CL
CL
cn� tp'
p 1 p 3
v rD
W rD ZY
o
1 � n
C M
@ rD �
zr
rD
rt
70
C
rDrDW
n n
rD ro
a a n
cc o
fo LO -I
rD
N
w
0
6
0
CD
41
0
0
N
O
N
W
O
W
IV
co
N
C.
IN
Ln
W
Ln
p
D
10
C
N I7d
w M
0
co o
LD
6
z
� Q
a
w N
O
n m
Ni M
p n
O N
ti
N
W
O Ln
W
N
M13
r^
J
M
C
N
S
XD 3
C rt
x
Ln Qr
Ln
N Z
O
rn �
n 1+
cn S
Nj G
.. Z
X
0
V = kD -0
0 p n
r� O
N x >
ui n a
N Z n cu
I'D
N
O
V ram3
co
rD rD
r I^
3 C
O
n
mmt
3
�+ n
0 Z I
N O U) O
LO g -0 5.
� - � rr
n a w
O
w O
N 7 h.
V p
XXa
`fl 'O W
A 4 N
Qj cu N
W
: R'
-A
a N
O turf
w
w
N
m
X
T
r
Q �
�
a s
o E as
n
o
(D
5-@,�
a
ti rt
V V
E n Ul
-M
cli
2
W O ro
(}
O
CD
rn
p p
D
rD
vLa C
d
e�
CD a,
IQ
cw
�
..
\
Io
D= w
rD Do
rt
d N
n
=
Coil Q
0 O Q c�J
(fn U)
0 C r
C rD L9 W
�.
(D
O
� � W
to V
rj
cn
0
ti
Page 47 of 72
Page 13 of 13

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-089-0004
QC Analytical Batch:
V31484
Analysis Method:
2320B-2011
Analysis Description:
Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92551, 92556
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Alkalinity (as CaCO3)
pg/L
<800 800
5000
03/31/23 16:00
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter
Units
Conc.
Result
Limits
Alkalinity (as CaCO3)
pg/L
250000
251000
100 90-110
Duplicate
V 92265-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter
Units
Result
Alkalinity (as CaCO3)
pg/L
217000 204000
6.1 20
03/31/23 16:00
Date: 04/25/2023 02:09 PM Page 1 of 22
Page 48 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Analytical Batch: V31425
Analysis Method: 4500S2F-2011
Analysis Description: Sulfide
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92551
Blank MDL MQL Analyzed
Parameter Units Result
Sulfide pg/L <830 830 2000 03/30/2311:50
Laboratory Control Sample LCS
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Sulfide
pg/L 10000 9000
90.0 70-122
Date: 04/25/2023 02:09 PM Page 2 of 22
Page 49 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Analytical Batch: V31584
Analysis Method: 521OB-2015
Analysis Description: Biochemical Oxygen Demand (BOD)
Glucose-Glutamic Acid GGA
Result Range Analyzed
Parameter Units
Biochemical Oxygen Demand (5-day) Ng/L 178 167.5-228.E 03/30/23 12:40
Duplicate V 92565-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Biochemical Oxygen Demand (5-day) Ng/L 5000 4900 2.0 30 03/30/23 12:40
Date: 04/25/2023 02:09 PM Page 3 of 22
Page 50 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Analytical Batch: V31605
Analysis Method: 5220D-2011
Analysis Description: Chemical Oxygen Demand (COD)
Lab Reagent Blank LRB
Matrix: AQU
Associated Lab Samples: 92551
Blank MDL
MQL
Analyzed
Parameter Units Result
COD (Chemical Oxygen Demand) pg/L <8000 8000
30000
04/05/23 10:40
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units Conc.
Result
Limits
COD (Chemical Oxygen Demand) pg/L 50000
50000
100
90-110
Matrix Spike & Matrix Spike Duplicate V 92587-MS V 92587-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter Units Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
COD (Chemical Oxygen Demand) pg/L 23000 50000
50000 66000
68000 86.0
90.0 80-120 2.9 20
Date: 04/25/2023 02:09 PM Page 4 of 22
Page 51 of 72

• Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: L675220
QC Analytical Batch(es): L675223
QC Prep Batch Method: 5310C-2011
Analysis Method:
5310C-2011
Analysis Description:
Total Organic Carbon
Lab Reagent Blank
LRB-1-675220
Matrix: AQU
Associated Lab Samples: 92551
Blank MDL
MQL
Analyzed
Parameter
Units
Result
TOC
mg/L
<0.682 0.682
1.00
04/07/23 22:19
Laboratory Control Sample
LCS-1-675220
Spike
LCS
LCS %Rec % Rec
Parameter
Units
Conc.
Result
Limits
TOC
mg/L
5.00
4.88
98.0 85-115
Duplicate
L 91296-DUP-L675220
Result DUP
RPD Max RPD
Analyzed
Parameter
Units
Result
TOC
mg/L
1.43 1.46
2.0 15.0
04/08/23 02:45
Matrix Spike
L 91295-MS-1-675220
MS Spike
MSD MS Result
MSD MS %Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec Limits RPD
Conc.
TOC
mg/L
1.68 5.26
6.96
100 85-115
Date: 04/25/2023 02:09 PM Page 5 of 22
Page 52 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: L673485 QC Analytical Batch(es): L673886
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-673485 Matrix: AQU
Associated Lab Samples: 92551, 92554
Parameter
Units
Blank
Result
MDL
MQL
Analyzed
Antimony
pg/L
<0.618
0.618
1.00
04/03/23 16:58
Arsenic
pg/L
<0.297
0.297
1.00
04/03/23 16:58
Barium
pg/L
<0.453
0.453
1.00
04/03/23 16:58
Beryllium
pg/L
<0.102
0.102
1.00
04/03/23 16:58
Cadmium
pg/L
<0.350
0.350
1.00
04/03/23 16:58
Chromium
pg/L
<0.346
0.346
1.00
04/03/23 16:58
Cobalt
pg/L
<0.060
0.060
1.00
04/03/23 16:58
Copper
pg/L
<0.489
0.489
1.00
04/03/23 16:58
Lead
pg/L
<0.264
0.264
1.00
04/03/23 16:58
Nickel
pg/L
<0.182
0.182
1.00
04/03/23 16:58
Selenium
pg/L
<0.703
0.703
1.00
04/03/23 16:58
Silver
pg/L
<0.0570
0.0570
1.00
04/03/23 16:58
Thallium
pg/L
<0.0610
0.0610
1.00
04/03/23 16:58
Vanadium
pg/L
<0.767
0.767
5.00
04/03/23 16:58
Zinc
pg/L
<4.67
4.67
10.0
04/03/23 16:58
Laboratory Control Sample LCS-L673485
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
104
104
80-120
Arsenic
pg/L
50.0
50.2
100
80-120
Barium
pg/L
100
103
103
80-120
Beryllium
pg/L
50.0
52.7
105
80-120
Cadmium
pg/L
10.0
10.2
102
80-120
Chromium
pg/L
100
103
103
80-120
Cobalt
pg/L
100
102
102
80-120
Copper
pg/L
50.0
52.3
105
80-120
Date: 04/25/2023 02:09 PM Page 6 of 22
Page 53 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: L673485 QC Analytical Batch(es): L673886
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-673485
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
52.0
104
80-120
Nickel
pg/L
50.0
53.4
107
80-120
Selenium
pg/L
100
104
104
80-120
Silver
pg/L
10.0
10.1
101
80-120
Thallium
pg/L
10.0
10.5
105
80-120
Vanadium
pg/L
500
508
102
80-120
Zinc
pg/L
500
509
102
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 92554-MS-L673485
MS Spike
Result Conc.
V 92554-MSD-L673485
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 6.18
100
100
95.2
95.6
95.0
96.0
75-125
0.4
20.0
Arsenic
pg/L
15.4
50.0
50.0
63.4
63.3
96.0
96.0
75-125
0.1
20.0
Barium
pg/L
1260
100
100
1360
1270
100
10.0*
75-125
6.8
20.0
Beryllium
pg/L
< 1.02
50.0
50.0
51.2
47.9
102
96.0
75-125
6.6
20.0
Cadmium
pg/L
< 3.50
10.0
10.0
8.97
9.91
90.0
99.0
75-125
9.9
20.0
Chromium
pg/L
20.3
100
100
120
115
100
95.0
75-125
4.2
20.0
Cobalt
pg/L
9.39
100
100
104
104
95.0
95.0
75-125
0.0
20.0
Copper
pg/L
8.50
50.0
50.0
58.5
56.3
100
96.0
75-125
3.8
20.0
Lead
pg/L
3.03
50.0
50.0
52.3
51.3
99.0
97.0
75-125
1.9
20.0
Nickel
pg/L
34.3
50.0
50.0
83.7
81.7
99.0
95.0
75-125
2.4
20.0
Selenium
pg/L
< 7.03
100
100
90.8
95.9
91.0
96.0
75-125
5.4
20.0
Silver
pg/L
< 0.570
10.0
10.0
9.11
9.06
91.0
91.0
75-125
0.5
20.0
Thallium
pg/L
< 0.610
10.0
10.0
10.2
9.84
102
98.0
75-125
3.5
20.0
Vanadium
pg/L
26.5
500
500
503
513
95.0
97.0
75-125
1.9
20.0
Zinc
pg/L
< 46.7
500
500
523
524
105
105
75-125
0.1
20.0
* QC Fail Date: 04/25/2023 02:09 PM Page 7 of 22
Page 54 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: L673485 QC Analytical Batch(es): L673886
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 92554-PDS-L673485
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
52.2
104
04/03/23 17:33
Arsenic
pg/L
26.3
102
04/03/23 17:33
Barium
pg/L
115
102
04/03/23 17:33
Beryllium
pg/L
24.8
99.0
04/03/23 17:33
Cadmium
pg/L
4.90
98.0
04/03/23 17:33
Chromium
pg/L
52.3
102
04/03/23 17:33
Cobalt
pg/L
51.0
101
04/03/23 17:33
Copper
pg/L
26.3
103
04/03/23 17:33
Lead
pg/L
25.5
101
04/03/23 17:33
Nickel
pg/L
27.8
104
04/03/23 17:33
Selenium
pg/L
51.2
102
04/03/23 17:33
Silver
pg/L
4.57
91.0
04/03/23 17:33
Thallium
pg/L
5.27
105
04/03/23 17:33
Vanadium
pg/L
258
103
04/03/23 17:33
Zinc
pg/L
263
105
04/03/23 17:33
Date: 04/25/2023 02:09 PM Page 8 of 22
Page 55 of 72

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: L673784
QC Analytical Batch(es): L674000
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-1-673784
Matrix: AQU
Associated Lab Samples: 92551
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
04/04/23 13:34
Laboratory Control Sample
LCS-1-673784
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
5.04
101 80-120
Matrix Spike & Matrix Spike Duplicate
V 92551-MS-L673784 V 92551-MSD-L673784
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 4.00
4.86 80.0 97.0 80-120 19.4 20
Post Digestion Spike
V 92551-PDS-L673784
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.53
91.0
04/04/23 14:16
Date: 04/25/2023 02:09 PM Page 9 of 22
Page 56 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31426 QC Analytical Batch(es): V31427
QC Prep Batch Method: 5030B Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31426 Matrix: AQU
Associated Lab Samples: 92551, 92554
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
1,4-Dioxane pg/L <0.139 0.139 2.00 03/30/23 09:39
4-Bromofluorobenzene (S) 03/30/23 09:39 111 70-130
Laboratory Control Sample LCS-V31426
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
1,4-Dioxane pg/L
50.0 46.8
93.6
70-130
4-Bromofluorobenzene (S)
98.0
70-130
Matrix Spike & Matrix Spike Duplicate
V 92499-MS-V31426 V 92499-MSD-V31426
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L 13.7 50.0 50.0 58.6 57.5 89.8 87.6 70-130 1.8 20.0
4-Bromofluorobenzene (S) 107 119 70-130
Date: 04/25/2023 02:09 PM Page 10 of 22
Page 57 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31827
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V31828
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31827 Matrix: AQU
Associated Lab Samples: 92554, 92558
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/07/23 14:10
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/07/23 14:10
Benzene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/07/23 14:10
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
Bromoform
pg/L
<1.50
1.50
5.00
04/07/23 14:10
Bromomethane
pg/L
<0.280
0.280
1.00
04/07/23 14:10
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/07/23 14:10
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/07/23 14:10
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/07/23 14:10
Chloroethane
pg/L
<0.430
0.430
1.00
04/07/23 14:10
Chloroform
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Chloromethane
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/07/23 14:10
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/07/23 14:10
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/07/23 14:10
Dibromomethane
pg/L
<0.230
0.230
0.500
04/07/23 14:10
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/07/23 14:10
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/07/23 14:10
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/07/23 14:10
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/07/23 14:10
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/07/23 14:10
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/07/23 14:10
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Date:
04/25/2023 02:09 PM
Page 11 of 22
Page 58 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-089-0004
QC Prep:
V31827
QC Analytical Batch(es): V31828
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic
Compounds - GC/MS
Lab Reagent Blank
LRB-V31827
Matrix: AQU
Associated Lab Samples:
92554, 92558
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/07/23 14:10
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/07/23 14:10
1,4-Dioxane
pg/L
<16.0
16.0
150
04/07/23 14:10
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/07/23 14:10
2-Hexanone
pg/L
<0.380
0.380
5.00
04/07/23 14:10
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/07/23 14:10
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/07/23 14:10
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/07/23 14:10
Styrene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/07/23 14:10
Toluene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/07/23 14:10
Trichloroethene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/07/23 14:10
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/07/23 14:10
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/07/23 14:10
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/07/23 14:10
o-Xylene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/07/23 14:10
4-Bromofluorobenzene (S)
04/07/23 14:10
102 80-124
Dibromofluoromethane (S)
04/07/23 14:10
101 75-129
1,2-Dichloroethane - d4 (S)
04/07/23 14:10
106 63-136
Date:
04/25/2023 02:09 PM
Page 12 of 22
Page 59 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31827 QC Analytical Batch(es): V31828
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31827 Matrix: AQU
Associated Lab Samples: 92554, 92558
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8 (S) 04/07/23 14:10 97.2 77-123
Laboratory Control Sample & LCSD LCS-V31827 LCSD-V31827
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
62.5
46.6
156
117
40-166
Benzene
pg/L
20.0
19.8
19.9
99.0
99.5
77-128
Bromochloromethane
pg/L
20.0
21.1
21.2
106
106
78-135
Bromodichloromethane
pg/L
20.0
20.3
20.1
102
101
76-138
Bromoform
pg/L
20.0
24.8
21.8
124
109
71-135
Bromomethane
pg/L
20.0
15.9
18.6
79.5
93.0
41-168
Carbon Disulfide
pg/L
20.0
20.0
20.4
100
102
59-135
Carbon Tetrachloride
pg/L
20.0
20.1
20.3
101
102
72-142
Chlorobenzene
pg/L
20.0
19.3
19.1
96.5
95.5
78-119
Chlorodibromomethane
pg/L
20.0
23.1
22.0
116
110
75-134
Chloroethane
pg/L
20.0
20.5
21.1
103
106
57-142
Chloroform
pg/L
20.0
20.4
20.2
102
101
77-130
Chloromethane
pg/L
20.0
19.5
20.7
97.5
104
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
19.7
19.4
98.5
97.0
60-154
1,2-Dibromoethane
pg/L
20.0
22.4
21.7
112
109
77-135
Dibromomethane
pg/L
20.0
21.9
22.4
110
112
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
21.8
22.0
109
110
70-130
1,2-Dichlorobenzene
pg/L
20.0
20.7
20.4
104
102
78-128
1,4-Dichlorobenzene
pg/L
20.0
20.0
19.9
100
99.5
75-126
Dichlorodifluoromethane
pg/L
20.0
23.2
20.8
116
104
28-163
1,1-Dichloroethane
pg/L
20.0
19.8
20.0
99.0
100
70-130
RPD Max
RPD
29.1* 20.0
0.5 20.0
0.4 20.0
0.9 20.0
12.8 20.0
15.6 20.0
1.9 20.0
0.9 20.0
1.0 20.0
4.8 20.0
2.8 20.0
0.9 20.0
5.9 20.0
1.5 20.0
3.1 20.0
2.2 20.0
0.9 20.0
1.4 20.0
0.5 20.0
10.9 20.0
1.0 20.0
* QC Fail Date: 04/25/2023 02:09 PM
Page 60 of 72
Page 13 of 22

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31827 QC Analytical Batch(es): V31828
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31827 LCSD-V31827
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
1,2-Dichloroethane
pg/L
20.0
21.4
21.3
107
107
68-131
0.4
20.0
1,1-Dichloroethene
pg/L
20.0
19.6
20.9
98.0
105
70-154
6.4
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.4
19.5
97.0
97.5
76-141
0.5
20.0
trans-1,2-Dichloroethene
pg/L
20.0
19.2
19.2
96.0
96.0
76-135
0.0
20.0
1,2-Dichloropropane
pg/L
20.0
18.7
18.9
93.5
94.5
77-130
1.0
20.0
cis-1,3-Dichloropropene
pg/L
20.0
20.5
20.8
103
104
65-140
1.4
20.0
trans-1,3-Dichloropropene
pg/L
20.0
21.6
21.3
108
107
67-140
1.3
20.0
Ethylbenzene
pg/L
20.0
20.0
19.5
100
97.5
80-127
2.5
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
25.8
25.8
129
129
71-134
0.0
20.0
Methylene Chloride
pg/L
20.0
18.7
18.7
93.5
93.5
73-131
0.0
20.0
Styrene
pg/L
20.0
20.6
19.8
103
99.0
78-129
3.9
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
20.8
20.8
104
104
79-134
0.0
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
25.2
23.5
126
118
62-127
6.9
20.0
Tetrachloroethene
pg/L
20.0
20.6
20.1
103
101
80-129
2.4
20.0
Tetrahydrofuran
pg/L
20.0
24.4
23.6
122
118
70-130
3.3
20.0
Toluene
pg/L
20.0
20.2
20.1
101
101
76-131
0.4
20.0
1,1,1-Trichloroethane
pg/L
20.0
19.7
20.3
98.5
102
75-135
3.0
20.0
1,1,2-Trichloroethane
pg/L
20.0
22.5
22.1
113
111
70-140
1.7
20.0
Trichloroethene
pg/L
20.0
19.7
19.6
98.5
98.0
77-133
0.5
20.0
Trichlorofluoromethane
pg/L
20.0
23.4
22.2
117
111
62-148
5.2
20.0
Vinyl Acetate
pg/L
20.0
24.1
21.9
121
110
34-167
9.5
20.0
Vinyl Chloride
pg/L
20.0
20.7
21.4
104
107
57-141
3.3
20.0
o-Xylene
pg/L
20.0
20.5
19.8
103
99.0
78-128
3.4
20.0
m,p-Xylene
pg/L
40.0
41.5
40.9
104
102
77-133
1.4
20.0
4-Bromofluorobenzene (S)
102
101
80-124
Dibromofluoromethane (S)
101
102
75-129
Date: 04/25/2023 02:09 PM
Page 14 of 22
Page 61
of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31827
QC Analytical Batch(es): V31828
QC Prep Batch Method: 5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V31827 LCSD-V31827
Spike LCS LCSD
LCS
LCSD
% Rec
Parameter Units
Conc. Result Result
%Rec
% Rec
Limits RPD
1,2-Dichloroethane - d4 (S)
109
111
63-136
Toluene-d8 (S)
99.8
99.2
77-123
Date: 04/25/2023 02:09 PM Page 15 of 22
Page 62 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31886
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V31887
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31886 Matrix: AQU
Associated Lab Samples: 92551
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/10/23 15:41
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/10/23 15:41
Benzene
pg/L
<0.180
0.180
0.500
04/10/23 15:41
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/10/23 15:41
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/10/23 15:41
Bromoform
pg/L
<1.50
1.50
5.00
04/10/23 15:41
Bromomethane
pg/L
<0.280
0.280
1.00
04/10/23 15:41
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/10/23 15:41
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/10/23 15:41
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/10/23 15:41
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/10/23 15:41
Chloroethane
pg/L
<0.430
0.430
1.00
04/10/23 15:41
Chloroform
pg/L
<0.220
0.220
0.500
04/10/23 15:41
Chloromethane
pg/L
<0.220
0.220
0.500
04/10/23 15:41
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/10/23 15:41
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/10/23 15:41
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/10/23 15:41
Dibromomethane
pg/L
<0.230
0.230
0.500
04/10/23 15:41
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/10/23 15:41
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/10/23 15:41
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/10/23 15:41
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/10/23 15:41
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/10/23 15:41
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/10/23 15:41
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/10/23 15:41
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/10/23 15:41
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/10/23 15:41
Date:
04/25/2023 02:09 PM
Page 16 of 22
Page 63 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31886 QC Analytical Batch(es): V31887
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31886 Matrix: AQU
Associated Lab Samples: 92551
Blank
MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/10/23 15:41
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/10/23 15:41
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/10/23 15:41
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/10/23 15:41
2-Hexanone
pg/L
<0.380
0.380
5.00
04/10/23 15:41
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/10/23 15:41
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/10/23 15:41
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/10/23 15:41
Styrene
pg/L
<0.220
0.220
0.500
04/10/23 15:41
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/10/23 15:41
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/10/23 15:41
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/10/23 15:41
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/10/23 15:41
Toluene
pg/L
<0.220
0.220
0.500
04/10/23 15:41
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/10/23 15:41
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/10/23 15:41
Trichloroethene
pg/L
<0.180
0.180
0.500
04/10/23 15:41
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/10/23 15:41
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/10/23 15:41
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/10/23 15:41
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/10/23 15:41
o-Xylene
pg/L
<0.210
0.210
0.500
04/10/23 15:41
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/10/23 15:41
4-Bromofluorobenzene (S)
04/10/23 15:41
106
80-124
Dibromofluoromethane (S)
04/10/23 15:41
96.8
75-129
1,2-Dichloroethane - d4 (S)
04/10/23 15:41
95.0
63-136
Date:
04/25/2023 02:09 PM
Page 17 of 22
Page 64 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31886 QC Analytical Batch(es): V31887
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31886 Matrix: AQU
Associated Lab Samples: 92551
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8 (S) 04/10/23 15:41 97.0 77-123
Laboratory Control Sample & LCSD LCS-V31886 LCSD-V31886
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
32.9
35.1
82.2
87.7
40-166
Acrylonitrile
pg/L
40.0
43.6
43.5
109
109
81-127
Benzene
pg/L
20.0
21.4
21.0
107
105
77-128
Bromochloromethane
pg/L
20.0
21.7
21.4
109
107
78-135
Bromodichloromethane
pg/L
20.0
18.7
19.7
93.5
98.5
76-138
Bromoform
pg/L
20.0
19.3
18.8
96.5
94.0
71-135
Bromomethane
pg/L
20.0
21.1
19.9
106
99.5
41-168
Carbon Disulfide
pg/L
20.0
18.0
17.1
90.0
85.5
59-135
Carbon Tetrachloride
pg/L
20.0
19.1
19.0
95.5
95.0
72-142
Chlorobenzene
pg/L
20.0
20.2
20.8
101
104
78-119
Chlorodibromomethane
pg/L
20.0
18.1
18.5
90.5
92.5
75-134
Chloroethane
pg/L
20.0
21.2
21.8
106
109
57-142
Chloroform
pg/L
20.0
21.0
21.0
105
105
77-130
Chloromethane
pg/L
20.0
19.5
20.8
97.5
104
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
21.5
22.0
108
110
60-154
1,2-Dibromo-3-Chloropropane
pg/L
20.0
19.6
19.7
98.0
98.5
63-134
1,2-Dibromoethane
pg/L
20.0
20.3
20.1
102
101
77-135
Dibromomethane
pg/L
20.0
20.4
20.0
102
100
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
21.4
16.9
107
84.5
70-130
1,2-Dichlorobenzene
pg/L
20.0
21.1
21.7
106
109
78-128
1,4-Dichlorobenzene
pg/L
20.0
20.9
21.1
105
106
75-126
RPD Max
RPD
6.4 20.0
0.2 20.0
1.8 20.0
1.3 20.0
5.2 20.0
2.6 20.0
5.8 20.0
5.1 20.0
0.5 20.0
2.9 20.0
2.1 20.0
2.7 20.0
0.0 20.0
6.4 20.0
2.2 20.0
0.5 20.0
0.9 20.0
1.9 20.0
23.4* 20.0
2.8 20.0
0.9 20.0
* QC Fail Date: 04/25/2023 02:09 PM
Page 65 of 72
Page 18 of 22

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-089-0004
QC Prep: V31886 QC Analytical Batch(es): V31887
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31886 LCSD-V31886
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
16.6
17.9
83.0
89.5
28-163
7.5
20.0
1,1-Dichloroethane
pg/L
20.0
21.0
21.9
105
110
70-130
4.1
20.0
1,2-Dichloroethane
pg/L
20.0
19.2
19.6
96.0
98.0
68-131
2.0
20.0
1,1-Dichloroethene
pg/L
20.0
19.4
19.8
97.0
99.0
70-154
2.0
20.0
cis-1,2-Dichloroethene
pg/L
20.0
21.4
21.5
107
108
76-141
0.4
20.0
trans-1,2-Dichloroethene
pg/L
20.0
19.6
19.7
98.0
98.5
76-135
0.5
20.0
1,2-Dichloropropane
pg/L
20.0
21.3
21.8
107
109
77-130
2.3
20.0
cis-1,3-Dichloropropene
pg/L
20.0
21.5
22.0
108
110
65-140
2.2
20.0
trans-1,3-Dichloropropene
pg/L
20.0
21.1
21.5
106
108
67-140
1.8
20.0
Ethylbenzene
pg/L
20.0
20.0
20.2
100
101
80-127
0.9
20.0
2-Hexanone
pg/L
20.0
20.1
19.1
101
95.5
64-137
5.1
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
19.5
20.1
97.5
101
71-134
3.0
20.0
4-Methyl-2-Pentanone
pg/L
20.0
22.0
21.6
110
108
69-134
1.8
20.0
Methylene Chloride
pg/L
20.0
20.6
19.3
103
96.5
73-131
6.5
20.0
Styrene
pg/L
20.0
21.7
21.0
109
105
78-129
3.2
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
20.5
20.1
103
101
79-134
1.9
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
21.5
21.0
108
105
62-127
2.3
20.0
Tetrachloroethene
pg/L
20.0
19.9
20.8
99.5
104
80-129
4.4
20.0
Tetrahydrofuran
pg/L
20.0
20.4
20.0
102
100
70-130
1.9
20.0
Toluene
pg/L
20.0
21.3
22.2
107
111
76-131
4.1
20.0
1,1,1-Trichloroethane
pg/L
20.0
19.8
20.7
99.0
104
75-135
4.4
20.0
1,1,2-Trichloroethane
pg/L
20.0
21.1
22.7
106
114
70-140
7.3
20.0
Trichloroethene
pg/L
20.0
21.3
22.0
107
110
77-133
3.2
20.0
Trichlorofluoromethane
pg/L
20.0
18.6
19.9
93.0
99.5
62-148
6.7
20.0
1,2,3-Trichloropropane
pg/L
20.0
19.7
19.4
98.5
97.0
71-127
1.5
20.0
Vinyl Acetate
pg/L
20.0
23.5
23.9
118
120
34-167
1.6
20.0
Date: 04/25/2023 02:09 PM Page 19 of 22
Page 66 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-089-0004
QC Prep:
V31886
QC Analytical Batch(es): V31887
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V31886 LCSD-V31886
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Chloride
pg/L
20.0
19.8 20.8
99.0
104
57-141
4.9
20.0
o-Xylene
pg/L
20.0
20.0 20.1
100
101
78-128
0.4
20.0
m,p-Xylene
pg/L
40.0
43.2 43.2
108
108
77-133
0.0
20.0
4-Bromofluorobenzene (S)
104
104
80-124
Dibromofluoromethane (S)
97.6
97.8
75-129
1,2-Dichloroethane - d4 (S)
96.0
96.4
63-136
Toluene-d8 (S)
97.8
96.4
77-123
Date: 04/25/2023 02:09 PM Page 20 of 22
Page 67 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-089-0004
QC Prep:
V31479
QC Analytical Batch(es): V31482
QC Prep Batch Method:
SW-9056A (PREP)
Analysis Method:
9056A
Analysis Description:
Anions by Ion Chromatography
Lab Reagent Blank
LRB-V31479
Matrix: AQU
Associated Lab Samples:
92551, 92556, 92557
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Chloride
pg/L
<370 370
1000
03/30/23 12:54
Nitrate (NO3-N)
pg/L
<76.0 76.0
200
03/30/23 12:54
Sulfate
pg/L
<650 650
2000
03/30/23 12:54
Laboratory Control Sample
LCS-V31479
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Chloride
pg/L
40000
42000
105
80-120
Nitrate (NO3-N)
pg/L
4000
3950
99.0
80-120
Sulfate
pg/L
40000
43100
108
80-120
Matrix Spike & Matrix Spike Duplicate
V 92557-MS-V31479
V 92557-MSD-V31479
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Chloride
pg/L
793 40000
40000 42900
43000 105
106
80-120 0.2 20
Nitrate (NO3-N)
pg/L
<79.0 4000
4000 3990
3990 100
100
80-120 0.0 20
Sulfate
pg/L
<676 40000
40000 44200
44300 111
111
80-120 0.2 20
Date: 04/25/2023 02:09 PM Page 21 of 22
Page 68 of 72

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-089-0004
QC Analytical Batch:
V31423
Analysis Method:
SM-3500-Fe-13
Analysis Description:
Ferrous Iron
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92551, 92556
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Ferrous Iron
mg/L
<0.05
0.05
0.20
03/30/23 17:00
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Ferrous Iron
mg/L
2.00
2.04
102
90-110
Matrix Spike & Matrix Spike Duplicate
V 92556-MS V 92556-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result
Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Ferrous Iron
mg/L
< 0.05
2.00
2.00 2.40
2.40 120
120 80-120 0.0 20.0
Date: 04/25/2023 02:09 PM Page 22 of 22
Page 69 of 72

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 01015
Customer Name: Anchor QEA of North Carolina, PLLC
Report Number: 23-089-0004
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT15 4.3C
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
(*� Yes
0 No
0 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)?
(0) Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 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?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
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
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes 0 No U N/A
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
0Yes ONo
Signature: Angelo Norvell
Date & Time: 03/30/2023 10:41:22
Page 70 of 72

C
s
d
05
n
a
CL
to
n
0
3
CP
C7
'r,
vr-
w
l
i?
N
a
;r
lile
N
r.
MZ
i
Q �
xo0 r, -4
ic
coCAmm
-' v
v m
r r =
A
o a m
-0Z-n4°
3 Al
3 y�
m � m
a
a 1°
a �-
R
6•
M m C)
CD ( -
a o
CL 0
a > >
� m �
a
ifl
c _;u
3 2C
1>
Q
—a
�p 9 0 6 m
m
C N a W
m
7C cr. 4
m m m
Ito a W
0
n a T
a
V1
oco,
� m � L C
C]
�e
A�44
YPN
1 7 � fr
�' K C1
� �
;01 m
z ..
`-
H x
n p
n0 !=21 N O. m
3
3 a H C
Q.O m
w m °' C
N S Y■
v
m
mm
r m �' w
nyn a m
['
m p ^^
m V
00
0
CG1 7 [ A
m m o
_W
r
5 r
C)
No
m .. m
11 sip
O
•�, n v
1v�nM T
�RF,9 X B
q D r' C]Uiyr2m21
�C h�CLm� 3 a 'm va� N2m•mi�
0 a Q 0 M �m
9 ip �y yQn0� w
CA � � EA � o m � � a Z
Ty ram+ 0 m
1 w
0 N
0 m J11 �
o m! !
Page 71 of 72

4.m
n
r. O
3
00
a
=r
m r
ca
(D z
@ a
f? m
�6
fD n
0�
O r
w V Y
?@
m @
7 C-
CD z;v
w
m
W
6rn
p
O
r
C
a
P
j�
d,
r+
S
INA
g
tj
[�
Qrn
i
o
ram@
nz
z
n
0
ra
m�
n
M
v
y
U
t-3CM
2 3 O
yImm
D
W
w cn m m
m ❑ m
0 0
n n a
a
� = w
'o to H
3
N. 0
_ a N
G. 0
CL
to
m m n
m � —
":S
a ❑ M
n 3
CL o m
a : 7
N nr z
N
A
m
m
3 o `° a
a
6
m
m
m
m e v@ y m
R
m
0 b ro• m 4 I
m y
m
r�npa� `° W
v
H
a a❑ z
o
o
e y R d o
Fn
n
m2
p m N y m 3
[,
] naro T
a z
ti3
JD N�
x
i a s w❑-
o
i
V
�1)6- L
m
i O N N
aea q
N 0 Y Z
N
=r
jw'
tom 3�
''AA
n Z A V'
ti m
a a°
zN
rn
rm—� "
o 7
�
m
a 'm.S
o��� y
N
om
��- o
a
r+z`{y y
rn ; O
ym -
'
po n
prom
n H° a� N
r m
8� Q
yc RL
cL
m
m., m
cn
r.
a
_ w
Page 72 of'72

Waypointo
ANALYTICAL
5/4/2023
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville, NC, 28801
Ref: Analytical Testing
Lab Report Number: 23-083-0003
Client Project Description: Jackson County Landfill
Site: Jackson
Project Number: C21480-01.01
Dear Jessica Mayers:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/24/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a,j
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 40

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program
- NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program
- NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program
- NELAP
460181
09/14/2023
Page 1 of 1 00016/23-083-0003
Page 2 of 40

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 23-083-0003
Client Project Description: Jackson County Landfill
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
AM23G
Pace -LA
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
RSK-175
Pace -LA
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
AM20GAX
Pace -LA
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
6020B
WP MTN
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
7470A
WP MTN
92065
MW-06-20230322
Aqueous
03/22/2023
11:21
03/24/2023
10:25
531OC-2011
WP MTN
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 40

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-083-0003
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-06-20230322
V 92065
2320B-2011
Alkalinity (as CaCO3)
5220D-2011
COD (Chemical Oxygen Demand)
5310C-2011
TOC
6020B
Barium
6020B
Cobalt
6020B
Copper
6020B
Lead
6020B
Nickel
6020B
Thallium
6020B
Zinc
8260D
1,4-Dichlorobenzene
8260D
1,1-Dichloroethane
8260D
cis-1,2-Dichloroethene
35000
9000
684
53.0
13.8
1.31
0.701
5.32
0.518
53.6
1.07
0.801
0.499
pq/L
800
03/30/202315:20
Ng/L
8000
03/28/202310:31 1
uq/L
682
04/10/202316:06 1
Ng/L
0.453
03/30/2023 23:58
uq/L
0.060
03/30/2023 23:58
Ng/L
0.489
03/30/2023 23:58
uq/L
0.264
03/31/2023 22:23 1
pg/L
0.182
03/30/2023 23:58
uq/L
0.0610
03/30/2023 23:58 1
pg/L
4.67
04/03/2023 23:04 B
pq/L
0.210
04/05/2023 04:37
Ng/L
0.240
04/05/2023 04:37
pq/L
0.200
04/05/2023 04:37 1
Page 4 of 40

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-083-0003
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/24/2023
Lab No : 92065
Matrix: Aqueous
Sample ID: MW-06-20230322
Sampled:
3/22/2023
11:21
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
<50.0 H
Ng/L
50.0
200
1
03/24/23 14:00
SLO
SM-3500-Fe-B
1,4-Dioxane
<0.139
ug/L
0.139
2.00
1
03/27/23 12:03
TBL
8260D SIM
Alkalinity (as CaCO3)
35000
Ng/L
800
5000
1
03/30/23 15:20
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
ug/L
2000
2000
1
03/24/23 11:18
SLO
521OB-2015
Chloride
<370
Ng/L
370
1000
1
03/24/2311:27
CM]
9056A
COD (Chemical Oxygen Demand)
90003
ug/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
Nitrate (NO3-N)
<76.0
Ng/L
76.0
200
1
03/24/23 11:27
CM]
9056A
TOC
6843
ug/L
682
1000
1
04/10/23 16:06
SRJ
531OC-2011
Sulfate
<650
Ng/L
650
2000
1
03/24/2311:27
CM]
9056A
Sulfide
<830
ug/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/30/23 23:58
CPW
6020B
Arsenic
<0.297
ug/L
0.297
1.00
1
03/30/23 23:58
CPW
6020B
Barium
53.0
Ng/L
0.453
1.00
1
03/30/23 23:58
CPW
6020B
Beryllium
<0.102
ug/L
0.102
1.00
1
03/30/23 23:58
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/30/23 23:58
CPW
6020B
Chromium
<0.346
ug/L
0.346
1.00
1
03/30/23 23:58
CPW
6020B
Cobalt
13.8
Ng/L
0.060
1.00
1
03/30/23 23:58
CPW
6020B
Copper
1.31
ug/L
0.489
1.00
1
03/30/23 23:58
CPW
6020B
Lead
0.7013
Ng/L
0.264
1.00
1
03/31/23 22:23
CPW
6020B
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:45
FDS
7470A
Nickel
5.32
Ng/L
0.182
1.00
1
03/30/23 23:58
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/30/23 23:58
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/30/23 23:58
CPW
6020B
Qualifiers/ B Analyte detected in blank
DF
Dilution Factor
Definitions H Beyond holding
time
J
Estimated value
MQL Method Quantitation Limit
Page 5 of 40

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/24/2023
Asheville , NC 28801
Report Number : 23-083-0003 REPOR T OF A NA L YSIS
Lab No : 92065
Sample ID: MW-06-20230322
Matrix: Aqueous
Sampled: 3/22/2023 11:21
Test
Results
Units
MDL
MQL
DF Date / Time By Analytical
Analyzed Method
Thallium
0.5183
Ng/L
0.0610
1.00
1 03/30/23 23:58 CPW 6020B
Vanadium
<0.767
ug/L
0.767
5.00
1 03/31/23 22:23 CPW 6020B
Zinc
53.6 B
Ng/L
4.67
10.0
1 04/03/23 23:04 CPW 6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 6 of 40

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/24/2023
Asheville , NC 28801
Report Number : 23-083-0003
REPORT OF ANAL YSIS
Lab No : 92065 Matrix: Aqueous
Sample ID: MW-06-20230322 Sampled: 3/22/2023 11:21
Analytical Method: 8260D Prep Batch(es): V31637 04/04/23 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
04/05/23 04:37
TBL
V31638
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 04:37
TBL
V31638
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 04:37
TBL
V31638
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 04:37
TBL
V31638
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 04:37
TBL
V31638
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 04:37
TBL
V31638
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 04:37
TBL
V31638
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 04:37
TBL
V31638
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 04:37
TBL
V31638
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 04:37
TBL
V31638
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 04:37
TBL
V31638
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 04:37
TBL
V31638
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 04:37
TBL
V31638
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 04:37
TBL
V31638
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 04:37
TBL
V31638
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 04:37
TBL
V31638
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 04:37
TBL
V31638
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 04:37
TBL
V31638
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 04:37
TBL
V31638
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 04:37
TBL
V31638
1,4-Dichlorobenzene
1.07
Ng/L
0.210
0.500
1
04/05/23 04:37
TBL
V31638
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 04:37
TBL
V31638
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 7 of 40

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/24/2023
Asheville , NC 28801
Report Number : 23-083-0003 REPOR T OF A NA L YSIS
Lab No : 92065
Matrix: Aqueous
Sample ID: MW-06-20230322
Sampled:
3/22/2023
11:21
Analytical Method: 8260D
Prep Batch(es):
V31637
04/04/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.801
Ng/L
0.240
0.500
1
04/05/23 04:37
TBL
V31638
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 04:37
TBL
V31638
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 04:37
TBL
V31638
cis- 1,2-Dich loroethene
0.4993
ug/L
0.200
0.500
1
04/05/23 04:37
TBL
V31638
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 04:37
TBL
V31638
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 04:37
TBL
V31638
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 04:37
TBL
V31638
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 04:37
TBL
V31638
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 04:37
TBL
V31638
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 04:37
TBL
V31638
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 04:37
TBL
V31638
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 04:37
TBL
V31638
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 04:37
TBL
V31638
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 04:37
TBL
V31638
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 04:37
TBL
V31638
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 04:37
TBL
V31638
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 04:37
TBL
V31638
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 04:37
TBL
V31638
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 04:37
TBL
V31638
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 04:37
TBL
V31638
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 04:37
TBL
V31638
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 04:37
TBL
V31638
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 8 of 40

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/24/2023
Asheville , NC 28801
Report Number : 23-083-0003 REPOR T OF A NA L YSIS
Lab No : 92065 Matrix: Aqueous
Sample ID: MW-06-20230322 Sampled: 3/22/2023 11:21
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
Prep Batch(es): V31637 04/04/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
97.6
Limits: 80-124%
101
Limits: 75-129%
99.8
Limits: 63-136%
109
Limits: 77-123%
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
1 04/05/23 04:37 TBL V31638
DF Dilution Factor
J Estimated value
Page 9 of 40

ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
ATTENTION
Ashley Amick
PROJECTID
23-083-0003
LABORATORY REPORT NUMBER
223042861
DATE
05/01 /2023
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amick
Project Manager, Access Analytical, Inc.
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Pace Analytical Gulf Coast, 7979
Innovation Park Dr., Baton Rouge, LA 70820.
- Pace Gulf Coast is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab #
LA-01955, NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of Pace Guld Coast serving clients in the SC/NC/GA areas. All questions regarding this report
should be directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 223042861 05/01/2023 10:24 Page 1 of 13
Page 10 of 40

LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
Analytical
ANALYTICAL RESULTS
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 05/01/2023
Report p 223042661
I1II111111IIII
Project 23-083-0003
Samples Collected 3/22/23
Deliver To Additional Recipients
Ashley Amick Angela Martin, Access Analytical
Access Analytical Lab Reports, Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
803-781-4243
ACCREDITED
CERT JI 6429,01
Lab Report#: 223042861 05/01/2023 10:24 Page 2 of 13
Page 11 of 40

Report#: 223042861
arraryiecar'
Project ID: 23-083-0003 Report Date: 05/01/2023
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CIF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
Pace Gulf Coast Report 223042861
Lab Report#: 223042861 05/01/2023 10:24 Page 3 of 13
Page 12 of 40

!"aceA eVica!
Report#: 223042861
Project ID: 23-083-0003
Certifications
Report Date: 05/01/2023
Certification
Certification Number
A2LA Accredited (DoD ELAP-QSM 5.4)
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 223042861 05/01/2023 10:24 Page 4 of 13
Page 13 of 40

ceAnalyfrca! Report#: 223042861
Project ID: 23-083-0003 Report Date: 05/01/2023
Case Narrative
Client: Access Analytical Report: 223042861
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Lab Report#: 223042861 05/01/2023 10:24 Page 5 of 13
Page 14 of 40

Report#: 223042861
aceA��alyirca!
Project ID: 23-083-0003 Report Date: 05/01/2023
Sample Summary
Lab ID Client ID Matrix Collect Date Receive Date
22303290501 MW-06-20230322
22303290505 MW-06-20230322
Water 3/22/23 11:21 3/28/23 09:57
Bubble Strip 3/22/23 11:21 3/28/23 09:57
Lab Report#: 223042861 05/01/2023 10:24 Page 6 of 13
Page 15 of 40

ceAnalyfrca!
Report#:
Project ID:
223042861
23-083-0003
Report Date: 05/01/2023
Results and Detection Limits are adjusted for dilution and
Detect Summary
moisture when applicable
AM23G
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290501
22303290501
22303290501
22303290501
MW-06-20230322
MW-06-20230322
MW-06-20230322
MW-06-20230322
Lactic Acid
Acetic Acid
Propionic Acid
Formic Acid
mg/L
mg/L
mg/L
mg/L
0.39J
2.9
0.15J
7.1
1
1
1
1
NA
NA
NA
NA
AM20GAX
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290501
22303290505
MW-06-20230322
MW-06-20230322
Methane
Hydrogen
ug/L
nM
2.7J
100
1
5
NA
NA
EPA RSK-175
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290501
MW-06-20230322
Carbon Dioxide
ug/L
141000
1
NA
Lab Report#: 223042861 05/01/2023 10:24 Page 7 of 13
Page 16 of 40

Report#: 223042861
Project ID: 23-083-0003 Report Date: 05/01/2023
Sample Results
MW-06-20230322 Collect Date 03/22/2023 11:21 Lab ID 22303290501
Receive Date 03/28/2023 09:57 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 22:32 763291 BDP NA
CAS# Parameter Result DL LOQ Units
124-38-9 Carbon Dioxide 141000 585 1200 ug/L
AM23G
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/01/2314:42 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.39J
0.053
0.50
mg/L
64-19-7
Acetic Acid
2.9
0.12
0.50
mg/L
79-09-4
Propionic Acid
0.151
0.053
0.50
mg/L
64-18-6
Formic Acid
7.1
0.055
0.50
mg/L
107-92-6
Butyric Acid
0.0581.1
0.058
0.50
mg/L
127-17-3
Pyruvic Acid
0.060LI
0.060
0.50
mg/L
503-74-2
i-Pentanoic Acid
0.061 U
0.061
0.50
mg/L
109-52-4
Pentanoic Acid
0.056U
0.056
0.50
mg/L
646-07-1
i-Hexanoic Acid
0.056U
0.056
0.50
mg/L
142-62-1
Hexanoic Acid
0.058U
0.058
0.50
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 07:06 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
2.7J
2.0
5.0
ug/L
74-84-0
Ethane
0.17U
0.17
1.0
ug/L
74-85-1
Ethene
0.24U
0.24
1.0
ug/L
MW-06-20230322 Collect Date 03/22/2023 11:21 Lab ID 22303290505
Receive Date 03/28/2023 09:57 Matrix Bubble Strip
AM20GAX
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 5 03/30/2310:39 762809 LMB NA
CAS# Parameter
1333-74-0 Hydrogen
Result
DL
LOQ
Units
100
2.5
9.5
nM
Lab Report#: 223042861 05/01/2023 10:24 Page 8 of 13
Page 17 of 40

2"Arialyirca!
Report#: 223042861
Project ID: 23-083-0003
GC Volatiles QC Summary
Report Date: 05/01/2023
Analytical Batch Client ID
MB763291
LCS763291
LCSD763291
763291 Lab ID
2469770
2469771
2469772
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/05/23 22:16
04/05/23 21:44
04/05/23 22:00
Matrix
Water
Water
Water
EPA RSK-175
Units
ug/L
Spike
Result
%R
I
Control
Spike
I Result
%R
RPD
RPD
Result
DLI
Added
Limits%R
1 Added
Limit
Carbon Dioxide 124-38-9
585UI
5851
338001
38100
11131
38 - 147
1 338001
37900
1121
1
40
Lab Report#: 223042861 05/01/2023 10:24 Page 9 of 13
Page 18 of 40

2"Arialyirca!
Report#: 223042861
Project ID: 23-083-0003
General Chemistry QC Summary
Report Date: 05/01/2023
Analytical Batch Client ID
MB762926
LCS762926
LCSD762926
762926 Lab ID
2467944
2467945
2467946
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/01/23 03:39
04/01/23 04:11
04/01/23 04:42
Matrix
Water
Water
Water
AM23G
Units
mg/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Lactic Acid
50-21-5
0.053U
0.053
2.0
2.3
115
70 - 130
2.0
2.3
116
1
20
Acetic Acid
64-19-7
0.12U
0.12
2.0
1.9
97
70 - 130
2.0
2.0
98
0
20
Propionic Acid
79-09-4
0.053U
0.053
2.0
2.0
102
70 - 130
2.0
2.1
103
2
20
Formic Acid
64-18-6
0.055U
0.055
2.0
1.9
97
70 - 130
2.0
1.9
96
1
20
Butyric Acid
107-92-6
0.058U
0.058
2.0
2.0
102
70 - 130
2.0
2.1
103
1
20
Pyruvic Acid
127-17-3
0.060U
0.060
2.0
1.9
95
70 - 130
2.0
1.9
95
1
20
i-Pentanoic Acid
503-74-2
0.061 U
0.061
2.0
2.1
103
70 - 130
2.0
2.1
107
4
20
Pentanoic Acid
109-52-4
0.056U
0.056
2.0
2.1
106
70 - 130
2.0
2.0
99
7
20
i-Hexanoic Acid
646-07-1
0.056U
0.056
2.0
2.0
102
70 - 130
2.0
2.2
109
7
20
Hexanoic Acid
142-62-1
0.058U
0.058
2.0
2.0
101
70 - 130
2.0
2.0
101
1
20
Lab Report#: 223042861 05/01/2023 10:24 Page 10 of 13
Page 19 of 40

2"Arialyirca!
Report#: 223042861
Project ID: 23-083-0003
General Chromatography QC Summary
Report Date: 05/01/2023
Analytical Batch Client ID
MB762809
LCS762809
LCSD762809
762809 Lab ID
2467477
2467478
2467479
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/30/23 06:30
03/30/23 06:04
03/30/23 06:16
Matrix
Bubble Strip
Bubble Strip
Bubble Strip
AM20GAX
Units
nM
Spike
Result
%R
I
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Hydrogen 1333-74-0
1 0.49U
1 0.49
121
12
11011
70 - 130
121
13
11081
6
1 20
Analytical Batch
Client ID
MB762901
LCS762901
LCSD762901
762901
Lab ID
2467877
2467878
2467879
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/31/23 05:48
03/31/23 05:16
03/31/23 05:32
Matrix
Water
Water
Water
AM20GAX
Units
ug/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Methane
74-82-8
2.2J
2.0
380
340
90
70-130
380
380
101
11
20
Ethane
74-84-0
0.17U
0.17
97
100
103
70 - 130
97
110
116
12
20
Ethene
74-85-1
0.24U
0.24
120
120
102
70-130
120
140
115
12
20
Lab Report#: 223042861 05/01/2023 10:24 Page 11 of 13
Page 20 of 40

co
fu
L�
f�1
C:
O;
V7
ur �r
G
Q_
1r? 00
Cif CV
Liz
c7
C! N cr
U v7 LL
`c R
<
0
CL<
a
N y y
h�❑ ❑
sL i--
pi X X
C LLl W
L7
i
❑ LU C L�r7
W
En
LLJ o
Ln Lu o
6 N CJ
.� P 'd
N C]
C 2]
U
-q
, 4:
C r.
Ill y u
79 C Q
in,x
lu .� N 0
m
N N
O
v
OJ ul
Q W
C: yr
u
y C
C
m V a L
E
R
r,
¢
r ¢n
a w
�
� a
y o c❑i ro �
N w m
Y
rcv io
y N
ly Q w Uf
Q LLJ 7
D�
C w 7
x x u 7
Q
D
�
z
V
v
b
L`^ Q
Q
C
Q
Q
Q
Q
C 4
O
Z J]
Lf1
V L
r�
E Ems,
c y�
0 0�
e�a r L
•1
=
2
,
ro N
Cl
C3
N
m
b
N
M
b
N
m
o
N
I
d
N
--1
O
N
r1
-m
N
M
P
N
Cl
o
m
d
m
m
O
m
�y
V
�• C1
C
m
N
P
N
O
N
O
N
N
O
P
P
O
O
O
N
N
C
J
N
N
N
['V
N
f�:
N
N
N
�
�
p,
i o
`❑?
a
o
a
o
o
c
o
a
Ln
w
ate.
ry
N
4
Q
ti
rNy
vNi
n
F
Q
O
G
[Z r^i
rl
r,
M
m
m
m
m
M
N
m
N
m
N
G P
O
d
N
O
'N
4
N
C7
d
ry
Q
rl
N
N
N
N
N
N
N
N
N
N
•1
N Q
M
O
O
O
O
4
Q
fl
O
C
P
G Iq
M
N
-
CV
P,
N
m
rV
M
N
m
N
m
N
-
N
m
N
M
N
O
roN
p =N
d
O
N
P
N
o
N
b
N
O
N
C
N
'LY
q
N
q
N
O
N
Z
V
d'
b
N
O
Li•1
O
D:
4
S
b
O
O
P
O
A
v�
d b
O
O
C
4
0
[7
d
4
o
d
m
m�
q
q
q
O
O
O
Q
O
O
O
Q
m
O
�
N !•
6 m
0o
m
d
m
4
O
m
O
m
C
m
P
P
m
b
m
C
m
4
a
c
-
IV r,
m
m
m
N
m
N
M
N
N
I
M
00
N
O
co
N
N
0
O
0-
a)
cu
(6
J
Page 21 of 40

O
❑
❑
❑
❑
❑ 1
mw
_�
J
U
W
2
U
Z
W
U
W
W
J
�
Q
k
\
❑
❑
2
q
�
❑
�
�
� ❑
�
�
�
2
�
/
k
§
Cl.
�
(
\
f
§
0
w
«
k
ƒ
■
\
co
§
&
2
gage 22 of 40

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Analytical Batch: V31424
Analysis Method: 2320B-2011
Analysis Description: Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples: 92065
Blank MDL
MQL
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
<800 800
5000
03/30/23 15:20
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Alkalinity (as CaCO3) pg/L
250000
254000
102 90-110
Duplicate
V 92048-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
21000 21000
0.0 20
03/30/23 15:20
Date: 05/04/2023 08:05 AM Page 1 of 16
Page 23 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Analytical Batch: V31283
Analysis Method: 4500S2F-2011
Analysis Description: Sulfide
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92065
Blank MDL MQL Analyzed
Parameter Units Result
Sulfide pg/L <830 830 2000 03/27/2313:00
Laboratory Control Sample LCS
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Sulfide
pg/L 10000 9500
95.0 70-122
Date: 05/04/2023 08:05 AM Page 2 of 16
Page 24 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Analytical Batch: V31364
Analysis Method: 521OB-2015
Analysis Description: Biochemical Oxygen Demand (BOD)
Glucose-Glutamic Acid GGA
Result Range Analyzed
Parameter Units
Biochemical Oxygen Demand (5-day) Ng/L 219 167.5-228.E 03/24/23 11:18
Duplicate V 92067-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Biochemical Oxygen Demand (5-day) Ng/L 267000 255000 4.5 30 03/24/23 11:18
Date: 05/04/2023 08:05 AM Page 3 of 16
Page 25 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Analytical Batch: V31271
Analysis Method: 5220D-2011
Analysis Description: Chemical Oxygen Demand (COD)
Lab Reagent Blank LRB
Matrix: AQU
Associated Lab Samples: 92065
Blank MDL
MQL
Analyzed
Parameter Units Result
COD (Chemical Oxygen Demand) pg/L <8000 8000
30000
03/28/23 10:31
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units Conc.
Result
Limits
COD (Chemical Oxygen Demand) pg/L 50000
54000
108
90-110
Matrix Spike & Matrix Spike Duplicate V 92332-MS V 92332-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter Units Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
COD (Chemical Oxygen Demand) pg/L 17000 50000
50000 59000
57000 84.0
80.0 80-120 3.4 20
Date: 05/04/2023 08:05 AM Page 4 of 16
Page 26 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: L672667 QC Analytical Batch(es): L673329,L673574,L673995,L674299
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-672667 Matrix: AQU
Associated Lab Samples: 92065
Parameter
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Blank
MDL
Units
Result
pg/L
<0.618
0.618
pg/L
<0.297
0.297
pg/L
<0.453
0.453
pg/L
<0.102
0.102
pg/L
<0.350
0.350
pg/L
<0.346
0.346
pg/L
<0.060
0.060
pg/L
<0.489
0.489
pg/L
<0.264
0.264
pg/L
<0.182
0.182
pg/L
<0.703
0.703
pg/L
<0.0570
0.0570
pg/L
<0.0610
0.0610
pg/L
<0.767
0.767
pg/L
7.32
4.67
Laboratory Control Sample LCS-L672667
MQL
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
5.00
10.0
Analyzed
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/31/23 22:18
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/30/23 23:51
03/31/23 22:18
04/03/23 23:00
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
93.8
94.0
80-120
Arsenic
pg/L
50.0
51.1
102
80-120
Barium
pg/L
100
95.1
95.0
80-120
Beryllium
pg/L
50.0
52.8
106
80-120
Cadmium
pg/L
10.0
9.83
98.0
80-120
Chromium
pg/L
100
100
100
80-120
Cobalt
pg/L
100
102
102
80-120
Copper
pg/L
50.0
50.4
101
80-120
Date: 05/04/2023 08:05 AM Page 5 of 16
Page 27 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: L672667
QC Prep Batch Method: 3005A
Laboratory Control Sample LCS-1-672667
QC Analytical Batch(es): L673329,L673574,L673995,L674299
Analysis Method: 6020B
Analysis Description: Metals Analyses
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
49.0
98.0
80-120
Nickel
pg/L
50.0
50.6
101
80-120
Selenium
pg/L
100
104
104
80-120
Silver
pg/L
10.0
10.1
101
80-120
Thallium
pg/L
10.0
9.84
98.0
80-120
Vanadium
pg/L
500
490
98.0
80-120
Zinc
pg/L
500
522
104
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 92162-MS-L672667
MS Spike
Result Conc.
V 92162-MSD-L672667
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
92.8
92.3
93.0
92.0
75-125
0.5
20.0
Arsenic
pg/L
< 0.297
50.0
50.0
50.8
52.7
102
105
75-125
3.6
20.0
Barium
pg/L
53.4
100
100
144
145
91.0
92.0
75-125
0.6
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
51.4
50.8
103
102
75-125
1.1
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
10.1
9.56
101
96.0
75-125
5.4
20.0
Chromium
pg/L
0.366
100
100
100
101
100
101
75-125
0.9
20.0
Cobalt
pg/L
0.185
100
100
99.4
99.1
99.0
99.0
75-125
0.3
20.0
Copper
pg/L
1.68
50.0
50.0
48.5
48.1
94.0
93.0
75-125
0.8
20.0
Lead
pg/L
< 0.264
50.0
50.0
50.7
51.0
101
102
75-125
0.5
20.0
Nickel
pg/L
2.27
50.0
50.0
50.1
51.1
96.0
98.0
75-125
1.9
20.0
Selenium
pg/L
< 0.703
100
100
101
103
101
103
75-125
1.9
20.0
Silver
pg/L
< 0.0570
10.0
10.0
9.63
9.68
96.0
97.0
75-125
0.5
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
10.3
10.4
103
104
75-125
0.9
20.0
Vanadium
pg/L
2.08
500
500
421
422
84.0
84.0
75-125
0.2
20.0
Zinc
pg/L
10.9
500
500
452
455
88.0
89.0
75-125
0.6
20.0
Date: 05/04/2023 08:05 AM Page 6 of 16
Page 28 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: L672667 QC Analytical Batch(es): L673329,L673574,L673995,L674299
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 92162-PDS-L672667
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
43.6
87.0
03/31/23 01:39
Arsenic
pg/L
25.0
100
03/31/23 01:39
Barium
pg/L
71.9
94.0
03/31/23 01:39
Beryllium
pg/L
24.9
100
03/31/23 01:39
Cadmium
pg/L
4.93
99.0
03/31/23 01:39
Chromium
Ng/L
50.3
100
03/31/23 01:39
Cobalt
pg/L
49.7
99.0
03/31/23 01:39
Copper
pg/L
24.7
95.0
03/31/23 01:39
Lead
pg/L
24.9
100
03/31/23 01:39
Nickel
pg/L
25.1
96.0
03/31/23 01:39
Selenium
pg/L
51.1
102
03/31/23 01:39
Silver
pg/L
4.79
96.0
03/31/23 01:39
Thallium
Ng/L
5.33
107
03/31/23 01:39
Vanadium
pg/L
213
85.0
04/04/23 00:43
Zinc
pg/L
236
92.0
04/04/23 00:43
Date: 05/04/2023 08:05 AM Page 7 of 16
Page 29 of 40

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: L673565
QC Analytical Batch(es): L673738
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-1-673565
Matrix: AQU
Associated Lab Samples: 92065
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
04/03/23 12:32
Laboratory Control Sample
LCS-1-673565
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
5.22
104 80-120
Matrix Spike & Matrix Spike Duplicate
V 92268-MS-L673565 V 92268-MSD-L673565
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 5.08
5.66 102 113 80-120 10.8 20
Post Digestion Spike
V 92268-PDS-L673565
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.79
96.0
04/03/23 13:03
Date: 05/04/2023 08:05 AM Page 8 of 16
Page 30 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: V31302 QC Analytical Batch(es): V31303
QC Prep Batch Method: 5030B Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31302 Matrix: AQU
Associated Lab Samples: 92065
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
1,4-Dioxane pg/L <0.139 0.139 2.00 03/27/2311:38
4-Bromofluorobenzene (S) 03/27/23 11:38 88.6 70-130
Laboratory Control Sample LCS-V31302
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
1,4-Dioxane pg/L
50.0 52.2
104
70-130
4-Bromofluorobenzene (S)
107
70-130
Matrix Spike & Matrix Spike Duplicate
V 92065-MS-V31302 V 92065-MSD-V31302
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L < 0.139 50.0 50.0 49.1 51.1 98.2 102 70-130 3.9 20.0
4-Bromofluorobenzene (S) 112 123 70-130
Date: 05/04/2023 08:05 AM Page 9 of 16
Page 31 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: V31637
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V31638
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31637 Matrix: AQU
Associated Lab Samples: 92065
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/05/23 02:59
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/05/23 02:59
Benzene
pg/L
<0.180
0.180
0.500
04/05/23 02:59
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/05/23 02:59
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/05/23 02:59
Bromoform
pg/L
<1.50
1.50
5.00
04/05/23 02:59
Bromomethane
pg/L
<0.280
0.280
1.00
04/05/23 02:59
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/05/23 02:59
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/05/23 02:59
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/05/23 02:59
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/05/23 02:59
Chloroethane
pg/L
<0.430
0.430
1.00
04/05/23 02:59
Chloroform
pg/L
<0.220
0.220
0.500
04/05/23 02:59
Chloromethane
pg/L
<0.220
0.220
0.500
04/05/23 02:59
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/05/23 02:59
1,2-Dibromo-3-Chloropropane
pg/L
< 1.10
1.10
2.00
04/05/23 02:59
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/05/23 02:59
Dibromomethane
pg/L
<0.230
0.230
0.500
04/05/23 02:59
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/05/23 02:59
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/05/23 02:59
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/05/23 02:59
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/05/23 02:59
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/05/23 02:59
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/05/23 02:59
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/05/23 02:59
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/05/23 02:59
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/05/23 02:59
Date:
05/04/2023 08:05 AM
Page 10 of 16
Page 32 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: V31637 QC Analytical Batch(es): V31638
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31637 Matrix: AQU
Associated Lab Samples: 92065
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/05/23 02:59
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/05/23 02:59
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/05/23 02:59
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/05/23 02:59
2-Hexanone
pg/L
<0.380
0.380
5.00
04/05/23 02:59
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/05/23 02:59
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/05/23 02:59
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/05/23 02:59
Styrene
pg/L
<0.220
0.220
0.500
04/05/23 02:59
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/05/23 02:59
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/05/23 02:59
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/05/23 02:59
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/05/23 02:59
Toluene
pg/L
<0.220
0.220
0.500
04/05/23 02:59
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/05/23 02:59
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/05/23 02:59
Trichloroethene
pg/L
<0.180
0.180
0.500
04/05/23 02:59
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/05/23 02:59
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/05/23 02:59
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/05/23 02:59
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/05/23 02:59
o-Xylene
pg/L
<0.210
0.210
0.500
04/05/23 02:59
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/05/23 02:59
4-Bromofluorobenzene (S)
04/05/23 02:59
98.6 80-124
Dibromofluoromethane (S)
04/05/23 02:59
100 75-129
1,2-Dichloroethane - d4 (S)
04/05/23 02:59
101 63-136
Date:
05/04/2023 08:05 AM
Page 11 of 16
Page 33 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-083-0003
QC Prep:
V31637
QC Analytical Batch(es): V31638
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V31637
Matrix: AQU
Associated Lab Samples:
92065
Blank MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
Toluene-d8(S)
04/05/23 02:59
110
77-123
Laboratory Control Sample
& LCSD
LCS-V31637 LCSD-V31637
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
a/o Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
34.8
36.8
87.0
92.0
40-166
5.5
20.0
Acrylonitrile
pg/L
40.0
29.9
32.2
74.7*
80.5*
81-127
7.4
20.0
Benzene
pg/L
20.0
18.4
18.5
92.0
92.5
77-128
0.5
20.0
Bromochloromethane
pg/L
20.0
18.2
18.3
91.0
91.5
78-135
0.5
20.0
Bromodichloromethane
pg/L
20.0
17.2
17.2
86.0
86.0
76-138
0.0
20.0
Bromoform
pg/L
20.0
18.5
19.1
92.5
95.5
71-135
3.1
20.0
Bromomethane
pg/L
20.0
18.6
20.5
93.0
103
41-168
9.7
20.0
Carbon Disulfide
pg/L
20.0
17.7
17.5
88.5
87.5
59-135
1.1
20.0
Carbon Tetrachloride
pg/L
20.0
19.0
19.0
95.0
95.0
72-142
0.0
20.0
Chlorobenzene
pg/L
20.0
20.7
20.4
104
102
78-119
1.4
20.0
Chlorodibromomethane
pg/L
20.0
19.5
19.7
97.5
98.5
75-134
1.0
20.0
Chloroethane
pg/L
20.0
18.5
19.0
92.5
95.0
57-142
2.6
20.0
Chloroform
pg/L
20.0
18.3
18.8
91.5
94.0
77-130
2.6
20.0
Chloromethane
pg/L
20.0
15.5
15.5
77.5
77.5
47-145
0.0
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
15.8
16.1
79.0
80.5
60-154
1.8
20.0
1,2-Dibromo-3-Chloropropane pg/L
20.0
19.5
20.2
97.5
101
63-134
3.5
20.0
1,2-Dibromoethane
pg/L
20.0
20.1
20.1
101
101
77-135
0.0
20.0
Dibromomethane
pg/L
20.0
17.6
18.1
88.0
90.5
76-138
2.8
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
14.7
14.9
73.5
74.5
70-130
1.3
20.0
1,2-Dichlorobenzene
pg/L
20.0
21.7
21.1
109
106
78-128
2.8
20.0
1,4-Dichlorobenzene
pg/L
20.0
21.3
20.7
107
104
75-126
2.8
20.0
* QC Fail Date: 05/04/2023 08:05 AM Page 12 of 16
Page 34 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-083-0003
QC Prep: V31637 QC Analytical Batch(es): V31638
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31637 LCSD-V31637
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
18.9
21.8
94.5
109
28-163
14.2
20.0
1,1-Dichloroethane
pg/L
20.0
18.0
18.2
90.0
91.0
70-130
1.1
20.0
1,2-Dichloroethane
pg/L
20.0
17.5
18.1
87.5
90.5
68-131
3.3
20.0
1,1-Dichloroethene
pg/L
20.0
19.0
19.3
95.0
96.5
70-154
1.5
20.0
cis-1,2-Dichloroethene
pg/L
20.0
17.9
17.9
89.5
89.5
76-141
0.0
20.0
trans-1,2-Dichloroethene
pg/L
20.0
18.4
18.5
92.0
92.5
76-135
0.5
20.0
1,2-Dichloropropane
pg/L
20.0
17.5
17.7
87.5
88.5
77-130
1.1
20.0
cis-1,3-Dichloropropene
pg/L
20.0
17.7
17.5
88.5
87.5
65-140
1.1
20.0
trans-1,3-Dichloropropene
pg/L
20.0
17.3
17.7
86.5
88.5
67-140
2.2
20.0
Ethylbenzene
pg/L
20.0
20.2
19.8
101
99.0
80-127
2.0
20.0
2-Hexanone
pg/L
20.0
15.0
16.6
75.0
83.0
64-137
10.1
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
19.2
20.8
96.0
104
71-134
8.0
20.0
4-Methyl-2-Pentanone
pg/L
20.0
14.5
15.4
72.5
77.0
69-134
6.0
20.0
Methylene Chloride
pg/L
20.0
16.8
16.4
84.0
82.0
73-131
2.4
20.0
Styrene
pg/L
20.0
20.4
20.0
102
100
78-129
1.9
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
20.7
20.3
104
102
79-134
1.9
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
19.3
19.5
96.5
97.5
62-127
1.0
20.0
Tetrachloroethene
pg/L
20.0
21.7
21.5
109
108
80-129
0.9
20.0
Tetrahydrofuran
pg/L
20.0
15.5
16.4
77.5
82.0
70-130
5.6
20.0
Toluene
pg/L
20.0
18.2
18.0
91.0
90.0
76-131
1.1
20.0
1,1,1-Trichloroethane
pg/L
20.0
18.9
18.6
94.5
93.0
75-135
1.6
20.0
1,1,2-Trichloroethane
pg/L
20.0
18.5
18.2
92.5
91.0
70-140
1.6
20.0
Trichloroethene
pg/L
20.0
18.8
18.9
94.0
94.5
77-133
0.5
20.0
Trichlorofluoromethane
pg/L
20.0
22.1
23.3
111
117
62-148
5.2
20.0
1,2,3-Trichloropropane
pg/L
20.0
19.0
19.5
95.0
97.5
71-127
2.5
20.0
Vinyl Acetate
pg/L
20.0
17.9
17.9
89.5
89.5
34-167
0.0
20.0
Date: 05/04/2023 08:05 AM Page 13 of 16
Page 35 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-083-0003
QC Prep:
V31637
QC Analytical Batch(es): V31638
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V31637 LCSD-V31637
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Chloride
pg/L
20.0
19.0 19.1
95.0
95.5
57-141
0.5
20.0
o-Xylene
pg/L
20.0
19.9 19.5
99.5
97.5
78-128
2.0
20.0
m,p-Xylene
pg/L
40.0
42.2 41.3
106
103
77-133
2.1
20.0
4-Bromofluorobenzene (S)
97.4
96.0
80-124
Dibromofluoromethane (S)
100
101
75-129
1,2-Dichloroethane - d4 (S)
101
106
63-136
Toluene-d8(S)
109
110
77-123
Date: 05/04/2023 08:05 AM Page 14 of 16
Page 36 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-083-0003
QC Prep:
V31253
QC Analytical Batch(es): V31260,V31422
QC Prep Batch Method:
SW-9056A (PREP)
Analysis Method:
9056A
Analysis Description:
Anions by Ion Chromatography
Lab Reagent Blank
LRB-V31253
Matrix: AQU
Associated Lab Samples:
92065
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Chloride
pg/L
<370 370
1000
03/24/23 10:55
Nitrate (NO3-N)
pg/L
<76.0 76.0
200
03/24/23 10:55
Sulfate
pg/L
<650 650
2000
03/24/23 10:55
Laboratory Control Sample
LCS-V31253
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Chloride
pg/L
40000
40500
101
80-120
Nitrate (NO3-N)
pg/L
4000
3710
93.0
80-120
Sulfate
pg/L
40000
42700
107
80-120
Matrix Spike & Matrix Spike Duplicate
V 91889-MS-V31253
V 91889-MSD-V31253
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Chloride
pg/L
6800 40000
40000 48100
48100 103
103
80-120 0.0 20
Nitrate (NO3-N)
pg/L
379 4000
4000 4290
4290 98.0
98.0
80-120 0.0 20
Sulfate
pg/L
7630 40000
40000 51800
51900 110
111
80-120 0.1 20
Date: 05/04/2023 08:05 AM Page 15 of 16
Page 37 of 40

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-083-0003
QC Analytical Batch:
V31190
Analysis Method:
SM-3500-Fe-13
Analysis Description:
Ferrous Iron
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92065
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Ferrous Iron
pg/L
<50.0
50.0
200
03/24/23 14:00
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Ferrous Iron
pg/L
2000
2070
104
90-110
Matrix Spike & Matrix Spike Duplicate
V 92065-MS V 92065-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result
Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Ferrous Iron
pg/L
<50.0
2000
2000 1960
1930 98.0
97.0 80-120 1.5 20
Date: 05/04/2023 08:05 AM Page 16 of 16
Page 38 of 40

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 01015
Customer Name: Anchor QEA of North Carolina, PLLC
Report Number: 23-083-0003
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT15 0.3C
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
(*� Yes
0 No
0 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)?
(0) Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 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?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
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
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes 0 No U N/A
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
0Yes ONo
Signature: Angelo Norvell
Date & Time: 03/24/2023 11:04:45
Page 39 of 40

0
3
3
cn
Wq
r
m
yr
mm
z
n--I
v
1
0
z
0
0
ro
ra
m�
nm
m
O
y m
pCpa�na
m x
[n to m m -v
m 0 d c
o a < _ m'
n n b a .
m m m d
p O 44
Mz��0
m
x
Q
C.
W K
�A, a m
m 0
CD (D n
0 0
o
a
S a ? 3
•,y �
N n-F Z
7
4n
a
0.
i�
-
y
l�
!"*
r
p�
N z
n
N �
v
m 7 3 o X1 C Q 7 _ T] 7
m C w 3 ID d N N• W= 2
5m mma� O a� w a 7� o z I�
nm 3 c° D° 3 r
m a w m L0 7 n 7 0 rrr
n M M r. m m p 2 m I Z
mo9m FF z d'e
nfA
c
m 9 r 0
E.
zo
m O fo aQ C
V nx y OL
w n w- m
r A n° x� 3 ❑ m � A
1 m r m h a+ w G ^
mm [ripnm c m 0 m
;L C M v
m
imp 4ya�xlp Q� Z
CL
g a� rm
p 0
y 3 X
v
n
a
m 'All 5
u
r
m ;u
C) cn -0 i
ion OR
Y a z m
N
'
rD
n
�0 Z,
�
�
cy
i
N=nz�.
_
rn A
r
� �c�mm
G
r
Z
CA
m
� _
D R FL -j
ti In m
9
3
Z
N
''
>
•S
0
3
m
z
N
z
0
I
o
!Illf 0
�
rxil
r
Page 40 of 40

Waypointo
ANALYTICAL
5/4/2023
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville, NC, 28801
Ref: Analytical Testing
Lab Report Number: 23-084-0001
Client Project Description: Jackson County Landfill
Site: Jackson
Project Number: C21480-01.01
Dear Jessica Mayers:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/25/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a,j
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 84

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program
- NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program
- NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program
- NELAP
460181
09/14/2023
Page 1 of 1 00016/23-084-0001
Page 2 of 84

Waypoint. (2)
ANALYTICAL
Sample
Report Number: 23-084-0001
Client Project Description: Jackson County Landfill
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca I som
Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
AM20GAX
Pace -LA
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
RSK-175
Pace -LA
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
AM23G
Pace -LA
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
7470A
WP MTN
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
6020E
WP MTN
92263
MW-01-20230323
Aqueous
03/23/2023
10:40
03/25/2023
10:15
531OC-2011
WP MTN
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
RSK-175
Pace -LA
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
AM23G
Pace -LA
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
AM20GAX
Pace -LA
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
7470A
WP MTN
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
6020E
WP MTN
92264
MW-02-20230323
Aqueous
03/23/2023
15:12
03/25/2023
10:15
531OC-2011
WP MTN
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
RSK-175
Pace -LA
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
AM23G
Pace -LA
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
AM20GAX
Pace -LA
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
7470A
WP MTN
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
6020E
WP MTN
92265
MW-05R-20230323
Aqueous
03/23/2023
12:52
03/25/2023
10:15
531OC-2011
WP MTN
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
7470A
WP MTN
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
6020E
WP MTN
92266
SW-01-20230323
Aqueous
03/23/2023
18:00
03/25/2023
10:15
EPA-200.7
WP MTN
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
7470A
WP MTN
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 84

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 23-084-0001
Client Project Description: Jackson County Landfill
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
6020B
WP
MTN
92267
SW-02-20230323
Aqueous
03/23/2023
16:08
03/25/2023
10:15
EPA-200.7
WP
MTN
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
EPA-200.7
WP
MTN
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
7470A
WP
MTN
92268
SW-03-20230323
Aqueous
03/23/2023
16:47
03/25/2023
10:15
6020E
WP
MTN
92269
TB-23240323
Aqueous
03/23/2023
03/25/2023
10:15
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 4 of 84

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica l.com
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters
MW-01-20230323 V 92263
Result Units Report Limit Analyzed
2320B-2011
Alkalinity (as CaCO3)
77000
pg/L
800
03/30/2023 15:20
5220D-2011
COD (Chemical Oxygen Demand)
9000
Ng/L
8000
03/28/2023 10:31
5310C-2011
TOC
902
pg/L
682
04/10/202316:44
6020E
Barium
104
Ng/L
0.453
03/31/2023 04:48
6020E
Cadmium
0.810
pg/L
0.350
03/31/2023 04:48
6020E
Cobalt
115
Ng/L
0.060
03/31/2023 04:48
6020E
Copper
2.91
pg/L
0.489
03/31/2023 04:48
6020E
Lead
0.307
Ng/L
0.264
03/31/2023 04:48
6020E
Nickel
16.4
pg/L
0.182
03/31/2023 04:48
6020E
Thallium
1.55
Ng/L
0.0610
03/31/2023 04:48
6020E
Zinc
60.5
pg/L
4.67
03/31/2023 04:48
8260D
1,4-Dichlorobenzene
5.79
Ng/L
2.10
04/05/2023 22:20
9056A
Chloride
437
pg/L
370
03/25/202310:23
SM-3500-Fe-B
Ferrous Iron
8340
Ng/L
1250
03/27/2023 17:15
MW-02-20230323
V 92264
5220D-2011
COD (Chemical Oxygen Demand)
10000
pg/L
8000
03/28/2023 10:31
5310C-2011
TOC
1020
Ng/L
682
04/10/2023 17:22
6020B
Arsenic
2.53
pg/L
0.297
03/31/2023 04:51
6020B
Dissolved Arsenic
0.906
Ng/L
0.297
03/30/2023 22:17
6020B
Barium
188
pg/L
0.453
03/31/2023 04:51
6020B
Dissolved Barium
160
Ng/L
0.453
03/30/2023 22:17
6020B
Beryllium
0.887
pg/L
0.102
03/31/2023 04:51
6020B
Dissolved Beryllium
0.344
Ng/L
0.102
03/30/2023 22:17
6020E
Chromium
41.7
pg/L
0.346
03/31/2023 04:51
6020B
Dissolved Chromium
22.9
Ng/L
0.346
03/30/2023 22:17
6020B
Cobalt
59.3
pg/L
0.060
03/31/2023 04:51
6020E
Dissolved Cobalt
51.0
Ng/L
0.060
03/30/2023 22:17
6020E
Copper
34.9
pg/L
0.489
03/31/2023 04:51
6020E
Dissolved Copper
19.4
Ng/L
0.489
03/30/2023 22:17
6020E
Lead
9.21
pg/L
0.264
03/31/2023 04:51
6020E
Dissolved Lead
5.57
Ng/L
0.264
03/30/2023 22:17
6020E
Dissolved Nickel
19.9
pg/L
0.182
03/30/2023 22:17
6020E
Nickel
31.8
Ng/L
0.182
03/31/2023 04:51
6020E
Selenium
3.19
pg/L
0.703
03/31/2023 04:51
6020E
Dissolved Selenium
2.15
Ng/L
0.703
03/30/2023 22:17
6020B
Thallium
0.771
Ng/L
0.0610
03/31/2023 04:51
Qualifiers
I
0
0
.1
IJ
i
I
0
Page 5 of 84

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters
MW-02-20230323 V 92264
Result Units Report Limit Analyzed Qualifiers
6020B
Dissolved Thallium
0.573
pg/L
0.0610
03/30/2023 22:17
6020E
Vanadium
52.5
Ng/L
0.767
03/31/2023 04:51
6020E
Dissolved Vanadium
29.0
pg/L
0.767
03/30/2023 22:17
6020E
Zinc
160
Ng/L
4.67
03/31/2023 04:51
6020B
Dissolved Zinc
173
pg/L
4.67
03/30/2023 22:17
8260D
1,1-Dichloroethane
0.244
Ng/L
0.240
04/05/2023 20:16
8260D SIM
1,4-Dioxane
1.79
pg/L
0.139
03/28/2023 12:18
MW-05R-20230323
V 92265
2320B-2011
Alkalinity (as CaCO3)
217000
Ng/L
800
03/31/2023 16:00
5210E-2015
Biochemical Oxygen Demand (5-day)
4000
pg/L
2000
03/25/2023 08:25
5220D-2011
COD (Chemical Oxygen Demand)
22000
Ng/L
8000
03/28/2023 10:31
5310C-2011
TOC
3120
pg/L
682
04/10/202318:00
6020E
Arsenic
6.76
Ng/L
0.297
03/31/2023 04:55
6020E
Dissolved Arsenic
5.08
pg/L
0.297
03/30/2023 22:21
6020E
Barium
234
Ng/L
0.453
03/31/2023 04:55
6020E
Dissolved Barium
242
pg/L
0.453
03/30/2023 22:21
6020E
Chromium
4.84
Ng/L
0.346
03/31/2023 04:55
6020E
Dissolved Chromium
0.776
pg/L
0.346
03/30/2023 22:21
6020E
Cobalt
16.3
Ng/L
0.060
03/31/2023 04:55
6020E
Dissolved Cobalt
16.3
pg/L
0.060
03/30/2023 22:21
6020E
Copper
8.39
Ng/L
0.489
03/31/2023 04:55
6020E
Dissolved Copper
3.20
pg/L
0.489
03/30/2023 22:21
6020E
Lead
1.66
Ng/L
0.264
03/31/2023 04:55
6020E
Dissolved Lead
1.22
pg/L
0.264
03/30/2023 22:21
6020E
Dissolved Nickel
3.62
Ng/L
0.182
03/30/2023 22:21
6020E
Nickel
5.96
pg/L
0.182
03/31/2023 04:55
6020E
Thallium
0.147
Ng/L
0.0610
03/31/2023 04:55
6020E
Dissolved Thallium
0.0638
pg/L
0.0610
03/30/2023 22:21
6020E
Vanadium
5.85
Ng/L
0.767
03/31/202318:29
6020E
Dissolved Vanadium
1.13
pg/L
0.767
03/30/2023 22:21
6020E
Zinc
25.7
Ng/L
4.67
03/31/2023 04:55
6020E
Dissolved Zinc
37.5
pg/L
4.67
03/30/2023 22:21
8260D
Benzene
1.58
Ng/L
0.180
04/05/202319:02
8260D
Chlorobenzene
7.57
pg/L
0.190
04/05/202319:02
8260D
1,2-Dichlorobenzene
0.280
Ng/L
0.220
04/05/202319:02
8260D
1,4-Dichlorobenzene
8.57
pg/L
0.210
04/05/202319:02
I
I
J
0
I
I
J
Page 6 of 84

Waypoint (D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters
MW-05R-20230323
8260D
8260D
8260D SIM
9056A
SM-3500-Fe-B
SW-01-20230323
6020E
6020E
6020E
6020E
6020E
8260D
EPA-200.7
EPA-200.7
EPA-200.7
SW-02-20230323
6020B
6020E
6020E
6020E
6020E
6020E
EPA-200.7
EPA-200.7
EPA-200.7
SW-03-20230323
6020B
6020E
6020B
6020E
6020B
6020E
6020B
EPA-200.7
EPA-200.7
V 92265
cis- 1,2-Dichloroethene
Vinyl Chloride
1,4-Dioxane
Chloride
Ferrous Iron
V 92266
Barium
Chromium
Cobalt
Copper
Zinc
Acetone
Calcium
Hardness as CaCO3
Magnesium
V 92267
Barium
Chromium
Cobalt
Copper
Nickel
Zinc
Calcium
Hardness as CaCO3
Magnesium
V 92268
Barium
Chromium
Cobalt
Copper
Lead
Nickel
Zinc
Calcium
Hardness as CaCO3
Result Units Report Limit Analyzed Qualifiers
3.94
iag/L
0.200
04/05/202319:02
0.684
lag/L
0.170
04/05/202319:02
6.18
iag/L
0.139
03/28/202312:43
72000
lag/L
370
03/25/202310:39
23500
iag/L
620
03/27/202317:15
H
12.4
lag/L
0.453
03/31/2023
04:59
0.562
iag/L
0.346
03/31/2023
04:59 1
0.133
lag/L
0.060
03/31/2023
04:59 1
0.660
iag/L
0.489
03/31/2023
04:59 1
13.9
lag/L
4.67
03/31/2023
04:59
10.2
iag/L
1.80
04/06/2023
04:55
2.11
mg/L
0.100
03/29/2023
21:01
8320
lag/L
100
03/29/2023
21:01
0.740
mg/L
0.100
03/29/2023
21:01
13.5
lag/L
0.453
03/31/2023
05:02
0.742
lag/L
0.346
03/31/2023
05:02 1
0.217
lag/L
0.060
03/31/2023
05:02 1
0.862
lag/L
0.489
03/31/2023
05:02 1
0.365
lag/L
0.182
03/31/2023
05:02 1
18.5
lag/L
4.67
03/31/2023
05:02
2.30
mg/L
0.100
03/29/2023
21:07
9000
lag/L
100
03/29/2023
21:07
0.792
mg/L
0.100
03/29/2023
21:07
13.5
lag/L
0.453
03/31/2023
05:13
0.840
lag/L
0.346
03/31/2023
05:13 1
0.235
lag/L
0.060
03/31/2023
05:13 1
0.860
lag/L
0.489
03/31/2023
05:13 1
0.285
lag/L
0.264
03/31/2023
05:13 1
0.389
lag/L
0.182
03/31/2023
05:13 1
9.75
lag/L
4.67
03/31/2023
05:13 1
2.06
mg/L
0.100
03/29/2023
21:22
8200
lag/L
100
03/29/2023
21:22
Page 7 of 84

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Summary of Detected Analytes
Project: Jackson County Landfill
Report Number: 23-084-0001
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
SW-03-20230323 V 92268
EPA-200.7 Magnesium 0.743 mq/L 0.100 03/29/2023 21:22
Page 8 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-084-0001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/25/2023
Lab No : 92263
Matrix: Aqueous
Sample ID: MW-01-20230323
Sampled: 3/23/2023
10:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
8340 H
Ng/L
1250
5000
1
03/27/23 17:15
SLO
SM-3500-Fe-B
1,4-Dioxane
<0.139
pg/L
0.139
2.00
1
03/28/23 11:53
TBL
8260D SIM
Alkalinity (as CaCO3)
77000
Ng/L
800
5000
1
03/30/23 15:20
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
pg/L
2000
2000
1
03/25/23 08:25
SLO
521OB-2015
Chloride
4373
Ng/L
370
1000
1
03/25/23 10:23
CM]
9056A
COD (Chemical Oxygen Demand)
90003
pg/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
Nitrate (NO3-N)
<76.0
Ng/L
76.0
200
1
03/25/23 10:23
CM]
9056A
TOC
9023
pg/L
682
1000
1
04/10/23 16:44
SRJ
531OC-2011
Sulfate
<650
Ng/L
650
2000
1
03/25/23 10:23
CM]
9056A
Sulfide
<830
pg/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 04:48
CPW
6020B
Arsenic
<0.297
pg/L
0.297
1.00
1
03/31/23 04:48
CPW
6020B
Barium
104
Ng/L
0.453
1.00
1
03/31/23 04:48
CPW
6020B
Beryllium
<1.00
pg/L
0.102
1.00
1
03/31/23 04:48
CPW
6020B
Cadmium
0.8103
Ng/L
0.350
1.00
1
03/31/23 04:48
CPW
6020B
Chromium
<0.346
pg/L
0.346
1.00
1
03/31/23 04:48
CPW
6020B
Cobalt
115
Ng/L
0.060
1.00
1
03/31/23 04:48
CPW
6020B
Copper
2.91
pg/L
0.489
1.00
1
03/31/23 04:48
CPW
6020B
Lead
0.3073
Ng/L
0.264
1.00
1
03/31/23 04:48
CPW
6020B
Mercury (Total)
<0.130
pg/L
0.130
0.200
1
03/29/23 11:56
FDS
7470A
Nickel
16.4
Ng/L
0.182
1.00
1
03/31/23 04:48
CPW
6020B
Selenium
<0.703
pg/L
0.703
1.00
1
03/31/23 04:48
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 04:48
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 9 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92263
Sample ID: MW-01-20230323
Matrix: Aqueous
Sampled: 3/23/2023 10:40
Test
Results
Units
MDL
MQL
DF Date / Time By Analytical
Analyzed Method
Thallium
1.55
Ng/L
0.0610
1.00
1 03/31/23 04:48 CPW 6020B
Vanadium
<0.767
ug/L
0.767
5.00
1 03/31/2318:14 CPW 6020B
Zinc
60.5
Ng/L
4.67
10.0
1 03/31/23 04:48 CPW 6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 10 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92263
Matrix: Aqueous
Sample ID: MW-01-20230323
Sampled: 3/23/2023
10:40
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<18.0
Ng/L
18.0
50.0
10
04/05/23 22:20
TBL
V31670
Acrylonitrile
<2.30
ug/L
2.30
50.0
10
04/05/23 22:20
TBL
V31670
Benzene
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
Bromochloromethane
<4.20
ug/L
4.20
10.0
10
04/05/23 22:20
TBL
V31670
Bromodichloromethane
<1.60
Ng/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
Bromoform
<15.0
ug/L
15.0
50.0
10
04/05/23 22:20
TBL
V31670
Bromomethane
<2.80
Ng/L
2.80
10.0
10
04/05/23 22:20
TBL
V31670
Carbon Disulfide
<1.50
ug/L
1.50
50.0
10
04/05/23 22:20
TBL
V31670
Carbon Tetrachloride
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
Chlorobenzene
<1.90
ug/L
1.90
5.00
10
04/05/23 22:20
TBL
V31670
Chlorodibromomethane
<1.90
Ng/L
1.90
5.00
10
04/05/23 22:20
TBL
V31670
Chloroethane
<4.30
ug/L
4.30
10.0
10
04/05/23 22:20
TBL
V31670
Chloroform
<2.20
Ng/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
Chloromethane
<2.20
ug/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
Di -Isopropyl Ether (DIPE)
<9.60
Ng/L
9.60
50.0
10
04/05/23 22:20
TBL
V31670
1,2-Dibromo-3-Chloropropane
<11.0
ug/L
11.0
20.0
10
04/05/23 22:20
TBL
V31670
1,2-Dibromoethane
<2.00
Ng/L
2.00
5.00
10
04/05/23 22:20
TBL
V31670
Dibromomethane
<2.30
ug/L
2.30
5.00
10
04/05/23 22:20
TBL
V31670
trans-1,4-Dichloro-2-butene
<13.0
Ng/L
13.0
100
10
04/05/23 22:20
TBL
V31670
1,2-Dichlorobenzene
<2.20
ug/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
1,4-Dichlorobenzene
5.79
Ng/L
2.10
5.00
10
04/05/23 22:20
TBL
V31670
Dichlorodifluoromethane
<12.0
ug/L
12.0
50.0
10
04/05/23 22:20
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 11 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92263
Matrix: Aqueous
Sample ID: MW-01-20230323
Sampled: 3/23/2023
10:40
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<2.40
Ng/L
2.40
5.00
10
04/05/23 22:20
TBL
V31670
1,2-Dichloroethane
<1.50
ug/L
1.50
5.00
10
04/05/23 22:20
TBL
V31670
1,1-Dichloroethene
<1.50
Ng/L
1.50
5.00
10
04/05/23 22:20
TBL
V31670
cis- 1,2-Dich loroethene
<2.00
ug/L
2.00
5.00
10
04/05/23 22:20
TBL
V31670
trans-1,2-Dichloroethene
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
1,2-Dichloropropane
<1.90
ug/L
1.90
5.00
10
04/05/23 22:20
TBL
V31670
cis- 1,3-Dich loropropene
<2.10
Ng/L
2.10
5.00
10
04/05/23 22:20
TBL
V31670
trans-1,3-Dichloropropene
<1.50
ug/L
1.50
5.00
10
04/05/23 22:20
TBL
V31670
Ethylbenzene
<1.70
Ng/L
1.70
5.00
10
04/05/23 22:20
TBL
V31670
2-Hexanone
<3.80
ug/L
3.80
50.0
10
04/05/23 22:20
TBL
V31670
Methyl Ethyl Ketone (MEK)
<7.10
Ng/L
7.10
50.0
10
04/05/23 22:20
TBL
V31670
4-Methyl-2-Pentanone
<10.0
ug/L
10.0
50.0
10
04/05/23 22:20
TBL
V31670
Methylene Chloride
<3.30
Ng/L
3.30
10.0
10
04/05/23 22:20
TBL
V31670
Styrene
<2.20
ug/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
1,1,1,2-Tetrachloroethane
<1.60
Ng/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
1,1,2,2-Tetrachloroethane
<1.60
ug/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
Tetrachloroethene
<2.20
Ng/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
Tetrahydrofuran
<15.0
ug/L
15.0
100
10
04/05/23 22:20
TBL
V31670
Toluene
<2.20
Ng/L
2.20
5.00
10
04/05/23 22:20
TBL
V31670
1,1,1-Trichloroethane
<1.60
ug/L
1.60
5.00
10
04/05/23 22:20
TBL
V31670
1,1,2-Trichloroethane
<0.960
Ng/L
0.960
5.00
10
04/05/23 22:20
TBL
V31670
Trichloroethene
<1.80
ug/L
1.80
5.00
10
04/05/23 22:20
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 12 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001
Lab No : 92263
Sample ID: MW-01-20230323
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 3/23/2023 10:40
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<1.80
Ng/L
1.80
5.00
10
04/05/23 22:20 TBL
V31670
1,2,3-Trichloropropane
<2.70
ug/L
2.70
10.0
10
04/05/23 22:20 TBL
V31670
Vinyl Acetate
<10.0
Ng/L
10.0
20.0
10
04/05/23 22:20 TBL
V31670
Vinyl Chloride
<1.70
ug/L
1.70
5.00
10
04/05/23 22:20 TBL
V31670
o-Xylene
<2.10
Ng/L
2.10
5.00
10
04/05/23 22:20 TBL
V31670
m,p-Xylene
<4.20
ug/L
4.20
10.0
10
04/05/23 22:20 TBL
V31670
Xylene (Total)
<2.1
Ng/L
2.10
5.00
10
04/05/23 22:20
V31670
Surrogate: 4-Bromofluorobenzene
103
Limits:
80-124%
10 04/05/23 22:20 TBL
V31670
Surrogate: Dibromofluoromethane
100
Limits:
75-129%
10 04/05/23 22:20 TBL
V31670
Surrogate: 1,2-Dichloroethane - d4
103
Limits:
63-136%
10 04/05/23 22:20 TBL
V31670
Surrogate: Toluene-d8
102
Limits:
77-123%
10 04/05/23 22:20 TBL
V31670
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 13 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-084-0001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/25/2023
Lab No : 92264
Matrix: Aqueous
Sample ID: MW-02-20230323
Sampled: 3/23/2023
15:12
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
1.793
Ng/L
0.139
2.00
1
03/28/23 12:18
TBL
8260D SIM
COD (Chemical Oxygen Demand)
10000 J
ug/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
TOC
1020
Ng/L
682
1000
1
04/10/23 17:22
SRJ
531OC-2011
Sulfide
<830
ug/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Antimony
<0.618
ug/L
0.618
1.00
1
03/30/23 22:17
CPW
6020B
Arsenic
2.53
Ng/L
0.297
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Arsenic
0.906 J
ug/L
0.297
1.00
1
03/30/23 22:17
CPW
6020B
Barium
188
Ng/L
0.453
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Barium
160
ug/L
0.453
1.00
1
03/30/23 22:17
CPW
6020B
Beryllium
0.8873
Ng/L
0.102
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Beryllium
0.3443
ug/L
0.102
1.00
1
03/30/23 22:17
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Cadmium
<0.350
ug/L
0.350
1.00
1
03/30/23 22:17
CPW
6020B
Chromium
41.7
Ng/L
0.346
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Chromium
22.9
ug/L
0.346
1.00
1
03/30/23 22:17
CPW
6020B
Cobalt
59.3
Ng/L
0.060
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Cobalt
51.0
ug/L
0.060
1.00
1
03/30/23 22:17
CPW
6020B
Copper
34.9
Ng/L
0.489
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Copper
19.4
ug/L
0.489
1.00
1
03/30/23 22:17
CPW
6020B
Lead
9.21
Ng/L
0.264
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Lead
5.57
ug/L
0.264
1.00
1
03/30/23 22:17
CPW
6020B
Mercury (Total)
<0.130
Ng/L
0.130
0.200
1
03/29/23 11:58
FDS
7470A
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 14 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264
Sample ID: MW-02-20230323
Matrix: Aqueous
Sampled: 3/23/2023 15:12
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Dissolved Mercury
<0.130
Ng/L
0.130
0.200
1
03/30/23 11:24
FDS
7470A
Dissolved Nickel
19.9
ug/L
0.182
1.00
1
03/30/23 22:17
CPW
6020B
Nickel
31.8
Ng/L
0.182
1.00
1
03/31/23 04:51
CPW
6020B
Selenium
3.19
ug/L
0.703
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Selenium
2.15
Ng/L
0.703
1.00
1
03/30/23 22:17
CPW
6020B
Silver
<0.0570
ug/L
0.0570
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Silver
<0.0570
Ng/L
0.0570
1.00
1
03/30/23 22:17
CPW
6020B
Thallium
0.7713
ug/L
0.0610
1.00
1
03/31/23 04:51
CPW
6020B
Dissolved Thallium
0.5733
Ng/L
0.0610
1.00
1
03/30/23 22:17
CPW
6020B
Vanadium
52.5
ug/L
0.767
5.00
1
03/31/23 04:51
CPW
6020B
Dissolved Vanadium
29.0
Ng/L
0.767
5.00
1
03/30/23 22:17
CPW
6020B
Zinc
160
ug/L
4.67
10.0
1
03/31/23 04:51
CPW
6020B
Dissolved Zinc
173
Ng/L
4.67
10.0
1
03/30/23 22:17
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 15 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264
Matrix: Aqueous
Sample ID: MW-02-20230323
Sampled: 3/23/2023
15:12
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 20:16
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 20:16
TBL
V31670
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 20:16
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 20:16
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 20:16
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 20:16
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 20:16
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 20:16
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 20:16
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 20:16
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 20:16
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 20:16
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 20:16
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 20:16
TBL
V31670
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/05/23 20:16
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 20:16
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 16 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264
Matrix: Aqueous
Sample ID: MW-02-20230323
Sampled: 3/23/2023
15:12
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.2443
Ng/L
0.240
0.500
1
04/05/23 20:16
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 20:16
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 20:16
TBL
V31670
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/05/23 20:16
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 20:16
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 20:16
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 20:16
TBL
V31670
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 20:16
TBL
V31670
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 20:16
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 20:16
TBL
V31670
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 20:16
TBL
V31670
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 20:16
TBL
V31670
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 20:16
TBL
V31670
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 20:16
TBL
V31670
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 20:16
TBL
V31670
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 20:16
TBL
V31670
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 20:16
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 17 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92264 Matrix: Aqueous
Sample ID: MW-02-20230323 Sampled: 3/23/2023 15:12
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31669 04/05/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
101
Limits: 75-129%
105
Limits: 63-136%
103
Limits: 77-123%
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
1 04/05/23 20:16 TBL V31670
H Beyond holding time
MQL Method Quantitation Limit
Page 18 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-084-0001
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill
Information :
REPORT OF ANAL YSIS
Report Date : 05/04/2023
Received : 03/25/2023
Lab No : 92265
Matrix: Aqueous
Sample ID: MW-05R-20230323
Sampled: 3/23/2023
12:52
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
23500 H
Ng/L
620
2500
1
03/27/23 17:15
SLO
SM-3500-Fe-B
1,4-Dioxane
6.18
ug/L
0.139
2.00
1
03/28/23 12:43
TBL
8260D SIM
Alkalinity (as CaCO3)
217000
Ng/L
800
5000
1
03/31/23 16:00
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
4000
ug/L
2000
2000
1
03/25/23 08:25
SLO
521OB-2015
Chloride
72000
Ng/L
370
1000
1
03/25/2310:39
CM]
9056A
COD (Chemical Oxygen Demand)
220003
ug/L
8000
30000
1
03/28/23 10:31
SMW
5220D-2011
Nitrate (NO3-N)
<76.0
Ng/L
76.0
200
1
03/25/23 10:39
CM]
9056A
TOC
3120
ug/L
682
1000
1
04/10/23 18:00
SRJ
531OC-2011
Sulfate
<650
Ng/L
650
2000
1
03/25/2310:39
CM]
9056A
Sulfide
<830
ug/L
830
2000
1
03/27/2313:00
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Antimony
<0.618
ug/L
0.618
1.00
1
03/30/23 22:21
CPW
6020B
Arsenic
6.76
Ng/L
0.297
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Arsenic
5.08
ug/L
0.297
1.00
1
03/30/23 22:21
CPW
6020B
Barium
234
Ng/L
0.453
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Barium
242
ug/L
0.453
1.00
1
03/30/23 22:21
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Beryllium
<0.102
ug/L
0.102
1.00
1
03/30/23 22:21
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Cadmium
<0.350
ug/L
0.350
1.00
1
03/30/23 22:21
CPW
6020B
Chromium
4.84
Ng/L
0.346
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Chromium
0.7761
ug/L
0.346
1.00
1
03/30/23 22:21
CPW
6020B
Cobalt
16.3
Ng/L
0.060
1.00
1
03/31/23 04:55
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 19 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265
Sample ID: MW-05R-20230323
Matrix: Aqueous
Sampled: 3/23/2023 12:52
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Dissolved Cobalt
16.3
Ng/L
0.060
1.00
1
03/30/23 22:21
CPW
6020B
Copper
8.39
ug/L
0.489
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Copper
3.20
Ng/L
0.489
1.00
1
03/30/23 22:21
CPW
6020B
Lead
1.66
ug/L
0.264
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Lead
1.22
Ng/L
0.264
1.00
1
03/30/23 22:21
CPW
6020B
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:50
FDS
7470A
Dissolved Mercury
<0.130
Ng/L
0.130
0.200
1
03/30/23 11:25
FDS
7470A
Dissolved Nickel
3.62
ug/L
0.182
1.00
1
03/30/23 22:21
CPW
6020B
Nickel
5.96
Ng/L
0.182
1.00
1
03/31/23 04:55
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Selenium
<0.703
Ng/L
0.703
1.00
1
03/30/23 22:21
CPW
6020B
Silver
<0.0570
ug/L
0.0570
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Silver
<0.0570
Ng/L
0.0570
1.00
1
03/30/23 22:21
CPW
6020B
Thallium
0.147 J
ug/L
0.0610
1.00
1
03/31/23 04:55
CPW
6020B
Dissolved Thallium
0.0638 J
Ng/L
0.0610
1.00
1
03/30/23 22:21
CPW
6020B
Vanadium
5.85
ug/L
0.767
5.00
1
03/31/2318:29
CPW
6020B
Dissolved Vanadium
1.13 J
Ng/L
0.767
5.00
1
03/30/23 22:21
CPW
6020B
Zinc
25.7
ug/L
4.67
10.0
1
03/31/23 04:55
CPW
6020B
Dissolved Zinc
37.5
Ng/L
4.67
10.0
1
03/30/23 22:21
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 20 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265
Matrix: Aqueous
Sample ID: MW-05R-20230323
Sampled: 3/23/2023
12:52
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 19:02
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 19:02
TBL
V31670
Benzene
1.58
Ng/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 19:02
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 19:02
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 19:02
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 19:02
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
Chlorobenzene
7.57
ug/L
0.190
0.500
1
04/05/23 19:02
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 19:02
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 19:02
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 19:02
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 19:02
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 19:02
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 19:02
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 19:02
TBL
V31670
1,2-Dichlorobenzene
0.2801
ug/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
1,4-Dichlorobenzene
8.57
Ng/L
0.210
0.500
1
04/05/23 19:02
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 19:02
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 21 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265
Matrix: Aqueous
Sample ID: MW-05R-20230323
Sampled: 3/23/2023
12:52
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/05/23 19:02
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 19:02
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 19:02
TBL
V31670
cis- 1,2-Dich loroethene
3.94
ug/L
0.200
0.500
1
04/05/23 19:02
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 19:02
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 19:02
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 19:02
TBL
V31670
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 19:02
TBL
V31670
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 19:02
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 19:02
TBL
V31670
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 19:02
TBL
V31670
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 19:02
TBL
V31670
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 19:02
TBL
V31670
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 19:02
TBL
V31670
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 19:02
TBL
V31670
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 19:02
TBL
V31670
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 19:02
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 22 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92265 Matrix: Aqueous
Sample ID: MW-05R-20230323 Sampled: 3/23/2023 12:52
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride 0.684
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31669 04/05/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
102
Limits: 75-129%
105
Limits: 63-136%
101
Limits: 77-123%
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
1 04/05/23 19:02 TBL V31670
H Beyond holding time
MQL Method Quantitation Limit
Page 23 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266
Matrix: Aqueous
Sample ID: SW-01-20230323
Sampled: 3/23/2023
18:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
03/28/23 13:08
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 04:59
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
03/31/23 04:59
CPW
6020E
Barium
12.4
ug/L
0.453
1.00
1
03/31/23 04:59
CPW
6020B
Beryllium
<1.00
Ng/L
0.102
1.00
1
03/31/23 04:59
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 04:59
CPW
6020B
Calcium
2.11
mg/L
0.100
1
03/29/23 21:01
BKN
EPA-200.7
Chromium
0.5623
ug/L
0.346
1.00
1
03/31/23 04:59
CPW
6020B
Cobalt
0.1333
Ng/L
0.060
1.00
1
03/31/23 04:59
CPW
6020B
Copper
0.6603
ug/L
0.489
1.00
1
03/31/23 04:59
CPW
6020B
Hardness as CaCO3
8320
Ng/L
100
1
03/29/23 21:01
EPA-200.7
Lead
<0.264
ug/L
0.264
1.00
1
03/31/23 04:59
CPW
6020B
Magnesium
0.740
mg/L
0.100
1
03/29/23 21:01
BKN
EPA-200.7
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:51
FDS
7470A
Nickel
<0.182
Ng/L
0.182
1.00
1
03/31/23 04:59
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 04:59
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 04:59
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
03/31/23 04:59
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
03/31/2318:36
CPW
6020B
Zinc
13.9
ug/L
4.67
10.0
1
03/31/23 04:59
CPW
6020B
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions J
Estimated value
MQL
Method Quantitation
Limit
Page 24 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266
Matrix: Aqueous
Sample ID: SW-01-20230323
Sampled: 3/23/2023
18:00
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
10.2
Ng/L
1.80
5.00
1
04/06/23 04:55
MSA
V31704
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/06/23 04:55
MSA
V31704
Benzene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/06/23 04:55
MSA
V31704
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
Bromoform
<1.50
ug/L
1.50
5.00
1
04/06/23 04:55
MSA
V31704
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/06/23 04:55
MSA
V31704
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/06/23 04:55
MSA
V31704
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/06/23 04:55
MSA
V31704
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/06/23 04:55
MSA
V31704
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/06/23 04:55
MSA
V31704
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/06/23 04:55
MSA
V31704
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/06/23 04:55
MSA
V31704
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/06/23 04:55
MSA
V31704
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/06/23 04:55
MSA
V31704
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/06/23 04:55
MSA
V31704
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:55
MSA
V31704
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/06/23 04:55
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 25 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266
Matrix: Aqueous
Sample ID: SW-01-20230323
Sampled: 3/23/2023
18:00
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/06/23 04:55
MSA
V31704
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/06/23 04:55
MSA
V31704
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/06/23 04:55
MSA
V31704
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/06/23 04:55
MSA
V31704
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/06/23 04:55
MSA
V31704
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:55
MSA
V31704
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/06/23 04:55
MSA
V31704
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/06/23 04:55
MSA
V31704
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/06/23 04:55
MSA
V31704
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/06/23 04:55
MSA
V31704
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/06/23 04:55
MSA
V31704
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/06/23 04:55
MSA
V31704
Styrene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/06/23 04:55
MSA
V31704
Toluene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:55
MSA
V31704
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:55
MSA
V31704
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/06/23 04:55
MSA
V31704
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/06/23 04:55
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 26 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92266 Matrix: Aqueous
Sample ID: SW-01-20230323 Sampled: 3/23/2023 18:00
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31703 04/05/23 14:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
101
Limits: 75-129%
104
Limits: 63-136%
103
Limits: 77-123%
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
1 04/06/23 04:55 MSA V31704
H Beyond holding time
MQL Method Quantitation Limit
Page 27 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267
Matrix: Aqueous
Sample ID: SW-02-20230323
Sampled: 3/23/2023
16:08
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
03/28/23 13:33
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 05:02
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
03/31/23 05:02
CPW
6020E
Barium
13.5
ug/L
0.453
1.00
1
03/31/23 05:02
CPW
6020B
Beryllium
<1.00
Ng/L
0.102
1.00
1
03/31/23 05:02
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 05:02
CPW
6020B
Calcium
2.30
mg/L
0.100
1
03/29/23 21:07
BKN
EPA-200.7
Chromium
0.7423
ug/L
0.346
1.00
1
03/31/23 05:02
CPW
6020B
Cobalt
0.2173
Ng/L
0.060
1.00
1
03/31/23 05:02
CPW
6020B
Copper
0.8623
ug/L
0.489
1.00
1
03/31/23 05:02
CPW
6020B
Hardness as CaCO3
9000
Ng/L
100
1
03/29/23 21:07
EPA-200.7
Lead
<0.264
ug/L
0.264
1.00
1
03/31/23 05:02
CPW
6020B
Magnesium
0.792
mg/L
0.100
1
03/29/23 21:07
BKN
EPA-200.7
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:55
FDS
7470A
Nickel
0.3653
Ng/L
0.182
1.00
1
03/31/23 05:02
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 05:02
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 05:02
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
03/31/23 05:02
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
03/31/2318:41
CPW
6020B
Zinc
18.5
ug/L
4.67
10.0
1
03/31/23 05:02
CPW
6020B
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions J
Estimated value
MQL
Method Quantitation
Limit
Page 28 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267
Matrix: Aqueous
Sample ID: SW-02-20230323
Sampled: 3/23/2023
16:08
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 21:06
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 21:06
TBL
V31670
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 21:06
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 21:06
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 21:06
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 21:06
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 21:06
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 21:06
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 21:06
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 21:06
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 21:06
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 21:06
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 21:06
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 21:06
TBL
V31670
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/05/23 21:06
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 21:06
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 29 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267
Matrix: Aqueous
Sample ID: SW-02-20230323
Sampled: 3/23/2023
16:08
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/05/23 21:06
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 21:06
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 21:06
TBL
V31670
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/05/23 21:06
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 21:06
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 21:06
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 21:06
TBL
V31670
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/05/23 21:06
TBL
V31670
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/05/23 21:06
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/05/23 21:06
TBL
V31670
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/05/23 21:06
TBL
V31670
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/05/23 21:06
TBL
V31670
Styrene
<0.220
ug/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/05/23 21:06
TBL
V31670
Toluene
<0.220
Ng/L
0.220
0.500
1
04/05/23 21:06
TBL
V31670
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 21:06
TBL
V31670
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/05/23 21:06
TBL
V31670
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/05/23 21:06
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 30 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92267 Matrix: Aqueous
Sample ID: SW-02-20230323 Sampled: 3/23/2023 16:08
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31669 04/05/23 08:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
102
Limits: 80-124%
100
Limits: 75-129%
99.0
Limits: 63-136%
104
Limits: 77-123%
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
1 04/05/23 21:06 TBL V31670
H Beyond holding time
MQL Method Quantitation Limit
Page 31 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268
Matrix: Aqueous
Sample ID: SW-03-20230323
Sampled: 3/23/2023
16:47
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
03/28/23 13:58
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 05:13
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
03/31/23 05:13
CPW
6020E
Barium
13.5
ug/L
0.453
1.00
1
03/31/23 05:13
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
03/31/23 05:13
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 05:13
CPW
6020B
Calcium
2.06
mg/L
0.100
1
03/29/23 21:22
BKN
EPA-200.7
Chromium
0.8403
ug/L
0.346
1.00
1
03/31/23 05:13
CPW
6020B
Cobalt
0.2353
Ng/L
0.060
1.00
1
03/31/23 05:13
CPW
6020B
Copper
0.8603
ug/L
0.489
1.00
1
03/31/23 05:13
CPW
6020B
Hardness as CaCO3
8200
Ng/L
100
1
03/29/23 21:22
EPA-200.7
Lead
0.2853
ug/L
0.264
1.00
1
03/31/23 05:13
CPW
6020B
Magnesium
0.743
mg/L
0.100
1
03/29/23 21:22
BKN
EPA-200.7
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/03/23 12:57
FDS
7470A
Nickel
0.3893
Ng/L
0.182
1.00
1
03/31/23 05:13
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 05:13
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 05:13
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
03/31/23 05:13
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
03/31/2318:46
CPW
6020B
Zinc
9.75 J
ug/L
4.67
10.0
1
03/31/23 05:13
CPW
6020B
Qualifiers/ DF
Dilution Factor
H
Beyond holding time
Definitions J
Estimated value
MQL
Method Quantitation
Limit
Page 32 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268
Matrix: Aqueous
Sample ID: SW-03-20230323
Sampled: 3/23/2023
16:47
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/06/23 04:31
MSA
V31704
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/06/23 04:31
MSA
V31704
Benzene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/06/23 04:31
MSA
V31704
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
Bromoform
<1.50
ug/L
1.50
5.00
1
04/06/23 04:31
MSA
V31704
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/06/23 04:31
MSA
V31704
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/06/23 04:31
MSA
V31704
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/06/23 04:31
MSA
V31704
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/06/23 04:31
MSA
V31704
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/06/23 04:31
MSA
V31704
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/06/23 04:31
MSA
V31704
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/06/23 04:31
MSA
V31704
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/06/23 04:31
MSA
V31704
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/06/23 04:31
MSA
V31704
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/06/23 04:31
MSA
V31704
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:31
MSA
V31704
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/06/23 04:31
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 33 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268
Matrix: Aqueous
Sample ID: SW-03-20230323
Sampled: 3/23/2023
16:47
Analytical Method: 8260D
Prep Batch(es):
V31703
04/05/23 14:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/06/23 04:31
MSA
V31704
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/06/23 04:31
MSA
V31704
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/06/23 04:31
MSA
V31704
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/06/23 04:31
MSA
V31704
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/06/23 04:31
MSA
V31704
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/06/23 04:31
MSA
V31704
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/06/23 04:31
MSA
V31704
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/06/23 04:31
MSA
V31704
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/06/23 04:31
MSA
V31704
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/06/23 04:31
MSA
V31704
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/06/23 04:31
MSA
V31704
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/06/23 04:31
MSA
V31704
Styrene
<0.220
ug/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/06/23 04:31
MSA
V31704
Toluene
<0.220
Ng/L
0.220
0.500
1
04/06/23 04:31
MSA
V31704
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/06/23 04:31
MSA
V31704
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/06/23 04:31
MSA
V31704
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/06/23 04:31
MSA
V31704
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 34 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92268 Matrix: Aqueous
Sample ID: SW-03-20230323 Sampled: 3/23/2023 16:47
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31703 04/05/23 14:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
101
Limits: 80-124%
101
Limits: 75-129%
101
Limits: 63-136%
106
Limits: 77-123%
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
1 04/06/23 04:31 MSA
V31704
H Beyond holding time
MQL Method Quantitation Limit
Page 35 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92269
Matrix: Aqueous
Sample ID : TB-23240323
Sampled: 3/23/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 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
04/05/23 15:44
TBL
V31670
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/05/23 15:44
TBL
V31670
Benzene
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44
TBL
V31670
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/05/23 15:44
TBL
V31670
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
Bromoform
<1.50
ug/L
1.50
5.00
1
04/05/23 15:44
TBL
V31670
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/05/23 15:44
TBL
V31670
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/05/23 15:44
TBL
V31670
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44
TBL
V31670
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/05/23 15:44
TBL
V31670
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/05/23 15:44
TBL
V31670
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/05/23 15:44
TBL
V31670
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/05/23 15:44
TBL
V31670
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/05/23 15:44
TBL
V31670
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/05/23 15:44
TBL
V31670
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/05/23 15:44
TBL
V31670
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/05/23 15:44
TBL
V31670
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/05/23 15:44
TBL
V31670
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/05/23 15:44
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 36 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001 REPOR T OF A NA L YSIS
Lab No : 92269
Matrix: Aqueous
Sample ID : TB-23240323
Sampled: 3/23/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31669
04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/05/23 15:44
TBL
V31670
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/05/23 15:44
TBL
V31670
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/05/23 15:44
TBL
V31670
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/05/23 15:44
TBL
V31670
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44
TBL
V31670
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/05/23 15:44
TBL
V31670
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/05/23 15:44
TBL
V31670
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/05/23 15:44
TBL
V31670
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/05/23 15:44
TBL
V31670
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/05/23 15:44
TBL
V31670
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/05/23 15:44
TBL
V31670
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/05/23 15:44
TBL
V31670
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/05/23 15:44
TBL
V31670
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/05/23 15:44
TBL
V31670
Styrene
<0.220
Ng/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/05/23 15:44
TBL
V31670
Toluene
<0.220
ug/L
0.220
0.500
1
04/05/23 15:44
TBL
V31670
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/05/23 15:44
TBL
V31670
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/05/23 15:44
TBL
V31670
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 37 of 84

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County Landfill
Jessica Mayers Report Date : 05/04/2023
231 Haywood Street Information : Received : 03/25/2023
Asheville , NC 28801
Report Number : 23-084-0001
Lab No : 92269
Sample ID : TB-23240323
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 3/23/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V31669 04/05/23 08:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/05/23 15:44 TBL
V31670
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/05/23 15:44 TBL
V31670
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/05/23 15:44 TBL
V31670
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/05/23 15:44 TBL
V31670
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/05/23 15:44 TBL
V31670
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/05/23 15:44 TBL
V31670
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/05/23 15:44 TBL
V31670
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/05/23 15:44 KCC
V31670
Surrogate:4-Bromofluorobenzene
106
Limits:80-124%
1 04/05/23 15:44 TBL
V31670
Surrogate: Dibromofluoromethane
103
Limits:
75-129%
1 04/05/23 15:44 TBL
V31670
Surrogate: 1,2-Dichloroethane - d4
107
Limits:
63-136%
1 04/05/23 15:44 TBL
V31670
Surrogate: Toluene-d8
103
Limits:
77-123%
1 04/05/23 15:44 TBL
V31670
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 38 of 84

ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
ATTENTION
Ashley Amick
PROJECTID
23-084-0001
LABORATORY REPORT NUMBER
223032905
DATE
05/01 /2023
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amick
Project Manager, Access Analytical, Inc.
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Pace Analytical Gulf Coast, 7979
Innovation Park Dr., Baton Rouge, LA 70820.
- Pace Gulf Coast is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab #
LA-01955, NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of Pace Guld Coast serving clients in the SC/NC/GA areas. All questions regarding this report
should be directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 223032905 05/01/2023 15:03 Page 1 of 16
Page 39 of 84

LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
Analytical
ANALYTICAL RESULTS
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 05/01/2023
Report p 223032905
I1II111111IIII
Project 23-084-0001
Samples Collected 3/23/23
Deliver To Additional Recipients
Ashley Amick Angela Martin, Access Analytical
Access Analytical Lab Reports, Access Analytical
15 Thames Valley Rd
Irmo, SC 29063
803-781-4243
ACCREDITED]
CERT # 6429.01
Lab Report#: 223032905 05/01/2023 15:03 Page 2 of 16
Page 40 of 84

Report#: 223032905
�,ear�ryrocar'
Project ID: 23-084-0001
Laboratory Endorsement
Report Date: 05/01/2023
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CIF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
Pace Gulf Coast Report 223032905
Lab Report#: 223032905 05/01/2023 15:03 Page 3 of 16
Page 41 of 84

!"aceA eVica!
Report#: 223032905
Project ID: 23-084-0001
Certifications
Report Date: 05/01/2023
Certification
Certification Number
A2LA Accredited (DoD ELAP-QSM 5.4)
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 223032905 05/01/2023 15:03 Page 4 of 16
Page 42 of 84

!"aceA eVica!
Report#: 223032905
Project ID: 23-084-0001
Case Narrative
Client: Access Analytical Report: 223032905
Report Date: 05/01/2023
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
This report is being revised and reissued to split samples 22303290501 and 22303290505 onto a separate report
This report supersedes and replaces any prior reports issued under this workorder
VOLATILES GAS CHROMATOGRAPHY
In the AM20GAX analysis for analytical batch 762901, Methane was detected at an estimated concentration in the method blank.
This is probable laboratory contamination.
Lab Report#: 223032905 05/01/2023 15:03 Page 5 of 16
Page 43 of 84

aceA��alyirca!
Report#: 223032905
Project ID: 23-084-0001
Report Date:
05/01/2023
Sample Summary
Lab ID
Client ID Matrix
Collect Date
Receive Date
22303290502
MW-01-20230323 Water
3/23/23 10:40
3/28/23 09:57
22303290503
MW-02-20230323 Water
3/23/23 15:12
3/28/23 09:57
22303290504
MW-05R-20230323 Water
3/23/23 12:52
3/28/23 09:57
Lab Report#: 223032905 05/01/2023 15:03 Page 6 of 16
Page 44 of 84

ceAnalyfrca!
Report#:
223032905
Project ID:
23-084-0001
Report
Date: 05/01/2023
Detect Summary
Results and Detection Limits are adjusted for dilution and
moisture when applicable
AM23G
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290502
MW-01-20230323
Lactic Acid
mg/L
0.59
1
NA
22303290502
MW-01-20230323
Acetic Acid
mg/L
1.0
1
NA
22303290502
MW-01-20230323
Propionic Acid
mg/L
0.18J
1
NA
22303290502
MW-01-20230323
Formic Acid
mg/L
7.2
1
NA
22303290502
MW-01-20230323
Hexanoic Acid
mg/L
0.059J
1
NA
22303290503
MW-02-20230323
Lactic Acid
mg/L
1.2,1
10
NA
22303290503
MW-02-20230323
Acetic Acid
mg/L
2.7,1
10
NA
22303290503
MW-02-20230323
Propionic Acid
mg/L
1.2J
10
NA
22303290503
MW-02-20230323
Formic Acid
mg/L
67
10
NA
22303290504
MW-05R-20230323
Lactic Acid
mg/L
3.3J
10
NA
22303290504
MW-05R-20230323
Acetic Acid
mg/L
2.1 J
10
NA
22303290504
MW-05R-20230323
Propionic Acid
mg/L
1.11
10
NA
22303290504
MW-05R-20230323
Formic Acid
mg/L
65
10
NA
AM20GAX
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290502
MW-01-20230323
Methane
ug/L
410
1
NA
22303290503
MW-02-20230323
Methane
ug/L
2.7J
1
NA
22303290503
MW-02-20230323
Ethane
ug/L
0.191
1
NA
22303290503
MW-02-20230323
Ethene
ug/L
0.25J
1
NA
22303290504
MW-05R-20230323
Methane
ug/L
3600
4
NA
22303290504
MW-05R-20230323
Ethane
ug/L
1.3J
4
NA
22303290504
MW-05R-20230323
Ethene
ug/L
1.2J
4
NA
EPA RSK-175
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303290502
MW-01-20230323
Carbon Dioxide
ug/L
260000
1
NA
22303290503
MW-02-20230323
Carbon Dioxide
ug/L
30100
1
NA
22303290504
MW-05R-20230323
Carbon Dioxide
ug/L
99200
1
NA
Lab Report#: 223032905 05/01/2023 15:03 Page 7 of 16
Page 45 of 84

Report#: 223032905
Project ID: 23-084-0001 Report Date: 05/01/2023
Sample Results
MW-01-20230323 Collect Date 03/23/2023 10:40 Lab ID 22303290502
Receive Date 03/28/2023 09:57 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 22:48 763291 BDP NA
CAS# Parameter Result DL LOQ Units
124-38-9 Carbon Dioxide 260000 585 1200 ug/L
AM23G
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/01/2315:14 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.59
0.053
0.50
mg/L
64-19-7
Acetic Acid
1.0
0.12
0.50
mg/L
79-09-4
Propionic Acid
0.18J
0.053
0.50
mg/L
64-18-6
Formic Acid
7.2
0.055
0.50
mg/L
107-92-6
Butyric Acid
0.058U
0.058
0.50
mg/L
127-17-3
Pyruvic Acid
0.060LI
0.060
0.50
mg/L
503-74-2
i-Pentanoic Acid
0.061 U
0.061
0.50
mg/L
109-52-4
Pentanoic Acid
0.056U
0.056
0.50
mg/L
646-07-1
i-Hexanoic Acid
0.056U
0.056
0.50
mg/L
142-62-1
Hexanoic Acid
0.059J
0.058
0.50
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 07:22 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
410
2.0
5.0
ug/L
74-84-0
Ethane
0.17U
0.17
1.0
ug/L
74-85-1
Ethene
0.24U
0.24
1.0
ug/L
MW-02-20230323 Collect Date 03/23/2023 15:12 Lab ID 22303290503
Receive Date 03/28/2023 09:57 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 23:04 763291 BDP NA
CAS#
Parameter
Result
DL
LOQ
Units
124-38-9
Carbon Dioxide
30100
585
1200
ug/L
Lab Report#: 223032905 05/01/2023 15:03 Page 8 of 16
Page 46 of 84

Report#: 223032905
Project ID: 23-084-0001 Report Date: 05/01/2023
Sample Results
MW-02-20230323 Collect Date 03/23/2023 15:12 Lab ID 22303290503
Receive Date 03/28/2023 09:57 Matrix Water
AM23G *Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/01/2317:20 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
1.2J
0.53
5.0
mg/L
64-19-7
Acetic Acid
2.7J
1.2
5.0
mg/L
79-09-4
Propionic Acid
1.2J
0.53
5.0
mg/L
64-18-6
Formic Acid
67
0.55
5.0
mg/L
107-92-6
Butyric Acid
0.58U
0.58
5.0
mg/L
127-17-3
Pyruvic Acid
0.60U
0.60
5.0
mg/L
503-74-2
i-Pentanoic Acid
0.61 U
0.61
5.0
mg/L
109-52-4
Pentanoic Acid
0.56U
0.56
5.0
mg/L
646-07-1
i-Hexanoic Acid
0.561.1
0.56
5.0
mg/L
142-62-1
Hexanoic Acid
0.58U
0.58
5.0
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 07:37 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
2.7J
2.0
5.0
ug/L
74-84-0
Ethane
0.191
0.17
1.0
ug/L
74-85-1
Ethene
0.25J
0.24
1.0
ug/L
MW-05R-20230323 Collect Date 03/23/2023 12:52 Lab ID 22303290504
Receive Date 03/28/2023 09:57 Matrix Water
RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/05/23 23:20 763291 BDP NA
Parameter Result DL LOQ
I Carbon Dioxide 99200 585 1200
G *Results and limits are adjusted for dilution.
Units
ug/L
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/01/2317:52 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
3.3J
0.53
5.0
mg/L
64-19-7
Acetic Acid
2.1J
1.2
5.0
mg/L
79-09-4
Propionic Acid
1.11
0.53
5.0
mg/L
64-18-6
Formic Acid
65
0.55
5.0
mg/L
107-92-6
Butyric Acid
0.581J
0.58
5.0
mg/L
Lab Report#: 223032905 05/01/2023 15:03 Page 9 of 16
Page 47 of 84

Report#: 223032905
Project ID: 23-084-0001 Report Date: 05/01/2023
Sample Results
MW-05R-20230323 Collect Date 03/23/2023 12:52 Lab ID 22303290504
Receive Date 03/28/2023 09:57 Matrix Water
AM23G (Continued)
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 10 04/01/2317:52 762926 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
127-17-3
Pyruvic Acid
0.60U
0.60
5.0
mg/L
503-74-2
i-Pentanoic Acid
0.61 U
0.61
5.0
mg/L
109-52-4
Pentanoic Acid
0.56U
0.56
5.0
mg/L
646-07-1
i-Hexanoic Acid
0.56U
0.56
5.0
mg/L
142-62-1
Hexanoic Acid
0.58U
0.58
5.0
mg/L
AM20GAX
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 4 03/31/23 07:54 762901 LMB NA
CAS#
Parameter
74-82-8
Methane
74-84-0
Ethane
74-85-1
Ethene
Result
DL
LOCI
3600
7.9
20
1.3J
0.69
4.0
1.2J
0.96
4.0
Units
ug/L
ug/L
ug/L
Lab Report#: 223032905 05/01/2023 15:03 Page 10 of 16
Page 48 of 84

Report#: 223032905
aceA��alyirca!
Project ID: 23-084-0001 Report Date: 05/01/2023
GC Volatiles QC Summary
Analytical Batch Client ID
MB763291
LCS763291
LCSD763291
763291 Lab ID
2469770
2469771
2469772
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/05/23 22:16
04/05/23 21:44
04/05/23 22:00
Matrix
Water
Water
Water
EPA RSK-175
Units
ug/L
Spike
Result
%R
I
Control
Spike
I Result
%R
RPD
RPD
Result
DLI
Added
Limits%R
1 Added
Limit
Carbon Dioxide 124-38-9
585UI
5851
338001
38100
11131
38 - 147
1 338001
37900
112
1
40
Lab Report#: 223032905 05/01/2023 15:03 Page 11 of 16
Page 49 of 84

Report#: 223032905
aceA��alyirca!
Project ID: 23-084-0001 Report Date: 05/01/2023
General Chemistry QC Summary
Analytical Batch Client ID
MB762926
LCS762926
LCSD762926
762926 Lab ID
2467944
2467945
2467946
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/01/23 03:39
04/01/23 04:11
04/01/23 04:42
Matrix
Water
Water
Water
AM23G
Units
mg/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Lactic Acid
50-21-5
0.053U
0.053
2.0
2.3
115
70 - 130
2.0
2.3
116
1
20
Acetic Acid
64-19-7
0.12U
0.12
2.0
1.9
97
70 - 130
2.0
2.0
98
0
20
Propionic Acid
79-09-4
0.053U
0.053
2.0
2.0
102
70 - 130
2.0
2.1
103
2
20
Formic Acid
64-18-6
0.055U
0.055
2.0
1.9
97
70 - 130
2.0
1.9
96
1
20
Butyric Acid
107-92-6
0.058U
0.058
2.0
2.0
102
70 - 130
2.0
2.1
103
1
20
Pyruvic Acid
127-17-3
0.060U
0.060
2.0
1.9
95
70 - 130
2.0
1.9
95
1
20
i-Pentanoic Acid
503-74-2
0.061 U
0.061
2.0
2.1
103
70 - 130
2.0
2.1
107
4
20
Pentanoic Acid
109-52-4
0.056U
0.056
2.0
2.1
106
70 - 130
2.0
2.0
99
7
20
i-Hexanoic Acid
646-07-1
0.056U
0.056
2.0
2.0
102
70 - 130
2.0
2.2
109
7
20
Hexanoic Acid
142-62-1
0.058U
0.058
2.0
2.0
101
70 - 130
2.0
2.0
101
1
20
Lab Report#: 223032905 05/01/2023 15:03 Page 12 of 16
Page 50 of 84

Report#: 223032905
aceA��alyirca!
Project ID: 23-084-0001 Report Date: 05/01/2023
General Chromatography QC Summary
Analytical Batch
Client ID
MB762901
LCS762901
LCSD762901
762901
Lab ID
2467877
2467878
2467879
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/31/23 05:48
03/31/23 05:16
03/31/23 05:32
Matrix
Water
Water
Water
AM20GAX
Units
ug/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Methane
74-82-8
2.2J
2.0
380
340
90
70-130
380
380
101
11
20
Ethane
74-84-0
0.17U
0.17
97
100
103
70 - 130
97
110
116
12
20
Ethene
74-85-1
0.24U
0.24
120
120
102
70 - 130
120
140
115
12
20
Lab Report#: 223032905 05/01/2023 15:03 Page 13 of 16
Page 51 of 84

rw
Ol
a2
a.+
� L
rl
CL
M IS
CD
u u
Mti m ru
p co m
N
N Q C
C)LLI lid
N
O N n
a
x
all
a
x
m
'P
x
G
'y UJ '--N
❑
N N
❑
N y
in
7J N
FA
N W a C
G
A
C
�^°�
Q
o o
ua
U
V -'
rp�
"
U
_
0
v
U
L7
a
n
¢n
u C
n
'm v w
[� u _
2
�
t7 a� ._.
O
4 C�
i
O C
i
C] c�
^
C C ;w
¢ �
¢
w
¢
a
¢
Lu 7
Lu 7
w
u
U
J -p
J I
IQ 3
n
o
_
`�
N
V
ul
VI.I
x
LIrlrq
¢
L7
ru
Q Q
L
¢ ¢
CA�
C'
Q Q
Y
of
C Q
•�
c N
o
vni
10
LA
'V
10 47
°�
�
4
:J f+
N N
� a rn
N
C,rn
N m
N
rn
N a,
a rn
ry
a
N N
m rn
x
a C,
a
v o
Cr
a o,
LL
Q C
Q
Q 4
C
Q Q
Q
Q Q
'I
0.�
a
z
rn
fy
M
M
m
m
N
N
N
N
N
N
N
fh
N
N
N
m
f+:
m
b
m
)
M
IDo
M
M
o
M
d
m
r'1
M
C
M
P
y C]
M
M
M
M
M
P
M
Q
M
q
M
n'
1)
N
N
P
[V
d
N
d
nl
d
N
C
N
P
n:
Cl
N
G
N
d
d
N
d
N
ice+ O
o
O
p
Op
d
O
Co
IF
L) 2
3
N
N
N
O
:
ti
.Ni
.hi
Ln
LLr!
itl
©
O
.N-i
.�1
ti
NLd
ti
?
IN
N
N
N
N
N
[y
G7 C
d
o
4
P
Q
O
d
C)ZQL
N
P
y ❑
n'
N
m
m
M
m
M
M
M
l+_'1
Ci
N
M
fY]
M
Q
M
M
M
M
4
4
P
0-
O
ID d
n C
d
4
� G
g
V
f-
ry
N
N
N
N
N
N
N
7
uM
0
C
ry
C
ry
d
N
0
N
6
N
4
N
CDG
N
N
CD
N
d
N
d
N
;C 0
d
V
L�rl
DZ
L:]
Lfl
Lf]
l�A
Z-r
C
ys. p}
d
4
Q
O
d_
C,
O
b
C
P
P
¢ H
r b'
b C
�
p
O
o
O
C) Q•
u rn
O
v
q
C.O
4
a n
m r
o
Z
d
P
P
P
c
d
d
a
o
d
,� O
o
o
P
0
4
o
tl'
�
P
C
P
d
P
C,
4
C,0
P
4
0
G
{]
rn
O co
(Yl
03
[n
p7
CQ
of
w
v
o3
V
T
O
L7
0
0
C7
0
4
4
O
C
aJ
N
N
N
N
N
� h1
fm4
ry
n
N
N
V
G
n
VS
cs
r
a
yC
a
C
a
c
p
m
7
�
Y
C
�O
U
d
m
Ir
Q�
�R
I
N
L1
Ct
c�
o
_
N
G
LO
O
rn
N
LM
O
(Y!
N
N
0
O
Q
N
4
(0
J
Page 52 of 84

G
T
0 Q
0<
>Q
rnr a o a
N a)
ay
V CL
cc
V V
U
v
Q
IL
CL
x
LL!
%-t
co
N
M
a, p
71 Q. ..
s s
~ iVd y
M
v 3
p 03 LD
N
� � O
r7 74 x
Q LU LLI
Cn d O
U W
a c n
w
rim
v�
�
LN
a
Ice
'au ��c
�
r
C
�1
�
o
�
x
CT]
�
Y
.0
N
L
G
E
E-
c
c
M
0
LO
M
N
O
N
O
LO
O
C,
O
O
N
CM
O
M
N
N
0
Q
Q
N(D
LL
Q
J
Page 53 of 84

O
❑
❑
❑
❑
❑ 1
J
U
W
2
U
Z
W
U
W
W
J
�
Q
k
\
❑
❑
2
q
�
❑
�
�
� ❑
�
�
�
2
�
/
k
§
Cl.
�
\
f
§
0
w
«
k
ƒ
■
\
k
0
0
&
2
Page 54 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31424
Analysis Method: 2320B-2011
Analysis Description: Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples: 92263
Blank MDL
MQL
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
<800 800
5000
03/30/23 15:20
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Alkalinity (as CaCO3) pg/L
250000
254000
102 90-110
Duplicate
V 92048-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
21000 21000
0.0 20
03/30/23 15:20
Date: 05/04/2023 01:09 PM Page 1 of 28
Page 55 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31484
Analysis Method: 2320B-2011
Analysis Description: Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples: 92265
Blank MDL
MQL
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
<800 800
5000
03/31/23 16:00
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Alkalinity (as CaCO3) pg/L
250000
251000
100 90-110
Duplicate
V 92265-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
Alkalinity (as CaCO3) pg/L
217000 204000
6.1 20
03/31/23 16:00
Date: 05/04/2023 01:09 PM Page 2 of 28
Page 56 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31283
Analysis Method: 4500S2F-2011
Analysis Description: Sulfide
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265
Blank MDL MQL Analyzed
Parameter Units Result
Sulfide pg/L <830 830 2000 03/27/2313:00
Laboratory Control Sample LCS
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Sulfide
pg/L 10000 9500
95.0 70-122
Date: 05/04/2023 01:09 PM Page 3 of 28
Page 57 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31376
Analysis Method: 5210B-2015
Analysis Description: Biochemical Oxygen Demand (BOD)
Glucose-Glutamic Acid GGA
Result Range Analyzed
Parameter Units
Biochemical Oxygen Demand (5-day) Ng/L 206 167.5-228.E 03/25/23 08:25
Duplicate V 92265-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Biochemical Oxygen Demand (5-day) Ng/L 4000 3600 10.5 30 03/25/23 08:25
Date: 05/04/2023 01:09 PM Page 4 of 28
Page 58 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Analytical Batch: V31271
Analysis Method: 5220D-2011
Analysis Description: Chemical Oxygen Demand (COD)
Lab Reagent Blank LRB
Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265
Blank MDL
MQL
Analyzed
Parameter Units Result
COD (Chemical Oxygen Demand) pg/L <8000 8000
30000
03/28/23 10:31
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units Conc.
Result
Limits
COD (Chemical Oxygen Demand) pg/L 50000
54000
108
90-110
Matrix Spike & Matrix Spike Duplicate V 92332-MS V 92332-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter Units Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
COD (Chemical Oxygen Demand) pg/L 17000 50000
50000 59000
57000 84.0
80.0 80-120 3.4 20
Date: 05/04/2023 01:09 PM Page 5 of 28
Page 59 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality
Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L675526
QC Analytical Batch(es): L675531
QC Prep Batch Method: 531OC-2011
Analysis Method:
531OC-2011
Analysis Description:
Total Organic Carbon
Lab Reagent Blank
LRB-1-675526
Matrix: AQU
Associated Lab Samples: 92264, 92265
Blank MDL
MQL
Analyzed
Parameter Units
Result
TOC pg/L
<682 682
1000
04/10/2312:41
Laboratory Control Sample
LCS-1-675526
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
TOC pg/L
5000
4810
96.0 85-115
Duplicate
L 89981-DUP-L675526
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
TOC pg/L
4730 4600
2.7 15
04/11/23 00:59
Matrix Spike
L 89976-MS-1-675526
MS Spike
MSD MS Result
MSD MS %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec Limits RPD
Conc.
TOC pg/L
3900 5260
9230
101 85-115
Date: 05/04/2023 01:09 PM Page 6 of 28
Page 60 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672669 QC Analytical Batch(es): L673325,L673578
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-L672669 Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265, 92266, 92267, 92268
Blank MDL MQL Analyzed
Parameter
Units
Result
Antimony
pg/L
<0.618
0.618
1.00
03/31/23 03:35
Arsenic
pg/L
<0.297
0.297
1.00
03/31/23 03:35
Barium
pg/L
<0.453
0.453
1.00
03/31/23 03:35
Beryllium
pg/L
<0.102
0.102
1.00
03/31/23 03:35
Cadmium
pg/L
<0.350
0.350
1.00
03/31/23 03:35
Chromium
pg/L
<0.346
0.346
1.00
03/31/23 03:35
Cobalt
pg/L
<0.060
0.060
1.00
03/31/23 03:35
Copper
pg/L
<0.489
0.489
1.00
03/31/23 03:35
Lead
pg/L
<0.264
0.264
1.00
03/31/23 03:35
Nickel
pg/L
<0.182
0.182
1.00
03/31/23 03:35
Selenium
pg/L
<0.703
0.703
1.00
03/31/23 03:35
Silver
pg/L
<0.0570
0.0570
1.00
03/31/23 03:35
Thallium
pg/L
<0.0610
0.0610
1.00
03/31/23 03:35
Vanadium
pg/L
<0.767
0.767
5.00
03/31/23 16:25
Zinc
pg/L
<4.67
4.67
10.0
03/31/23 03:35
Laboratory Control Sample LCS-L672669
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
98.2
98.0
80-120
Arsenic
pg/L
50.0
46.9
94.0
80-120
Barium
pg/L
100
95.3
95.0
80-120
Beryllium
pg/L
50.0
52.2
104
80-120
Cadmium
pg/L
10.0
9.60
96.0
80-120
Chromium
pg/L
100
94.8
95.0
80-120
Cobalt
pg/L
100
95.4
95.0
80-120
Copper
pg/L
50.0
47.6
95.0
80-120
Date: 05/04/2023 01:09 PM Page 7 of 28
Page 61 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672669 QC Analytical Batch(es): L673325,L673578
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-672669
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
48.0
96.0
80-120
Nickel
pg/L
50.0
47.4
95.0
80-120
Selenium
pg/L
100
96.0
96.0
80-120
Silver
pg/L
10.0
9.64
96.0
80-120
Thallium
pg/L
10.0
9.57
96.0
80-120
Vanadium
pg/L
500
463
93.0
80-120
Zinc
pg/L
500
486
97.0
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 92268-MS-L672669
MS Spike
Result Conc.
V 92268-MSD-L672669
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
96.3
94.7
96.0
95.0
75-125
1.6
20.0
Arsenic
pg/L
< 0.297
50.0
50.0
50.4
50.0
101
100
75-125
0.7
20.0
Barium
pg/L
13.5
100
100
109
107
96.0
94.0
75-125
1.8
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
47.5
47.5
95.0
95.0
75-125
0.0
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
9.88
10.1
99.0
101
75-125
2.2
20.0
Chromium
pg/L
0.840
100
100
98.5
100
98.0
99.0
75-125
1.5
20.0
Cobalt
pg/L
0.235
100
100
99.1
101
99.0
101
75-125
1.8
20.0
Copper
pg/L
0.860
50.0
50.0
50.5
51.4
99.0
101
75-125
1.7
20.0
Lead
pg/L
0.285
50.0
50.0
49.6
49.4
99.0
98.0
75-125
0.4
20.0
Nickel
pg/L
0.389
50.0
50.0
49.8
50.9
99.0
101
75-125
2.1
20.0
Selenium
pg/L
< 0.703
100
100
107
101
107
101
75-125
5.7
20.0
Silver
pg/L
< 0.0570
10.0
10.0
10.1
9.91
101
99.0
75-125
1.8
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
9.83
9.84
98.0
98.0
75-125
0.1
20.0
Vanadium
pg/L
< 0.767
500
500
523
515
105
103
75-125
1.5
20.0
Zinc
pg/L
9.75
500
500
509
509
100
100
75-125
0.0
20.0
Date: 05/04/2023 01:09 PM Page 8 of 28
Page 62 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672669 QC Analytical Batch(es): L673325,L673578
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 92268-PDS-L672669
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
45.5
91.0
03/31/23 05:24
Arsenic
pg/L
25.2
101
03/31/23 05:24
Barium
pg/L
53.9
95.0
03/31/23 05:24
Beryllium
pg/L
24.0
96.0
03/31/2319:01
Cadmium
pg/L
5.13
103
03/31/23 05:24
Chromium
pg/L
49.8
99.0
03/31/23 05:24
Cobalt
pg/L
50.2
100
03/31/23 05:24
Copper
pg/L
25.7
101
03/31/23 05:24
Lead
pg/L
24.3
97.0
03/31/23 05:24
Nickel
pg/L
25.6
101
03/31/23 05:24
Selenium
Ng/L
50.0
100
03/31/23 05:24
Silver
pg/L
4.98
100
03/31/23 05:24
Thallium
pg/L
5.10
102
03/31/23 05:24
Vanadium
pg/L
259
104
03/31/23 19:01
Zinc
pg/L
262
103
03/31/23 05:24
Date: 05/04/2023 01:09 PM Page 9 of 28
Page 63 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672903 QC Analytical Batch(es): L673329
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-672903 Matrix: AQU
Associated Lab Samples: 92264, 92265
Parameter
Units
Blank
Result
MDL
MQL
Analyzed
Dissolved Antimony
pg/L
<0.618
0.618
1.00
03/30/23 22:06
Dissolved Arsenic
pg/L
<0.297
0.297
1.00
03/30/23 22:06
Dissolved Barium
pg/L
<0.453
0.453
1.00
03/30/23 22:06
Dissolved Beryllium
pg/L
<0.102
0.102
1.00
03/30/23 22:06
Dissolved Cadmium
pg/L
<0.350
0.350
1.00
03/30/23 22:06
Dissolved Chromium
pg/L
<0.346
0.346
1.00
03/30/23 22:06
Dissolved Cobalt
pg/L
<0.060
0.060
1.00
03/30/23 22:06
Dissolved Copper
pg/L
<0.489
0.489
1.00
03/30/23 22:06
Dissolved Lead
pg/L
<0.264
0.264
1.00
03/30/23 22:06
Dissolved Nickel
pg/L
<0.182
0.182
1.00
03/30/23 22:06
Dissolved Selenium
pg/L
<0.703
0.703
1.00
03/30/23 22:06
Dissolved Silver
pg/L
<0.0570
0.0570
1.00
03/30/23 22:06
Dissolved Thallium
pg/L
<0.0610
0.0610
1.00
03/30/23 22:06
Dissolved Vanadium
pg/L
<0.767
0.767
5.00
03/30/23 22:06
Dissolved Zinc
pg/L
<4.67
4.67
10.0
03/30/23 22:06
Laboratory Control Sample & LCSD
LCS-L672903
LCSD-L672903
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
Dissolved Antimony
pg/L
100
93.5
90.7
94.0
91.0
80-120
3.0
20.0
Dissolved Arsenic
pg/L
50.0
50.4
48.7
101
97.0
80-120
3.4
20.0
Dissolved Barium
pg/L
100
92.5
90.0
93.0
90.0
80-120
2.7
20.0
Dissolved Beryllium
pg/L
50.0
50.9
49.1
102
98.0
80-120
3.6
20.0
Dissolved Cadmium
pg/L
10.0
9.79
9.38
98.0
94.0
80-120
4.2
20.0
Dissolved Chromium
pg/L
100
101
97.2
101
97.0
80-120
3.8
20.0
Dissolved Cobalt
pg/L
100
103
97.5
103
98.0
80-120
5.4
20.0
Date: 05/04/2023 01:09 PM Page 10 of 28
Page 64 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672903 QC Analytical Batch(es): L673329
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample & LCSD LCS-1-672903 LCSD-L672903
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dissolved Copper
pg/L
50.0
49.8
47.7
100
95.0
80-120
4.3
20.0
Dissolved Lead
pg/L
50.0
49.3
47.8
99.0
96.0
80-120
3.0
20.0
Dissolved Nickel
pg/L
50.0
50.9
49.0
102
98.0
80-120
3.8
20.0
Dissolved Selenium
pg/L
100
104
100
104
100
80-120
3.9
20.0
Dissolved Silver
pg/L
10.0
10.1
9.81
101
98.0
80-120
2.9
20.0
Dissolved Thallium
pg/L
10.0
9.68
9.55
97.0
96.0
80-120
1.3
20.0
Dissolved Vanadium
pg/L
500
490
473
98.0
95.0
80-120
3.5
20.0
Dissolved Zinc
pg/L
500
509
489
102
98.0
80-120
4.0
20.0
Date: 05/04/2023 01:09 PM Page 11 of 28
Page 65 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672722
QC Analytical Batch(es): L672893
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-1-672722
Matrix: AQU
Associated Lab Samples: 92263, 92264
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
03/29/23 11:22
Laboratory Control Sample
LCS-1-672722
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
4.69
94.0 80-120
Matrix Spike & Matrix Spike Duplicate
V 92264-MS-L672722 V 92264-MSD-L672722
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 4.28
3.56 86.0 71.0* 80-120 18.3 20
Post Digestion Spike
V 92264-PDS-L672722
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.17
83.0*
03/29/23 12:04
* QC Fail Date: 05/04/2023 01:09 PM Page 12 of 28
Page 66 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L672943 QC Analytical Batch(es): L673177
QC Prep Batch Method: 7470A Analysis Method: 7470A
Analysis Description: Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank LRB-1-672943 Matrix: AQU
Associated Lab Samples: 92264, 92265
Blank MDL MQL Analyzed
Parameter Units Result
Dissolved Mercury pg/L <0.130 0.130 0.200 03/30/23 11:18
Laboratory Control Sample & LCSD LCS-1-672943 LCSD-L672943
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec % Rec Limits RPD Max
RPD
Dissolved Mercury pg/L 5.00 5.41 5.27 108 105 80-120 2.6 20
Date: 05/04/2023 01:09 PM Page 13 of 28
Page 67 of 84

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: L673565
QC Analytical Batch(es): L673738
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-L673565
Matrix: AQU
Associated Lab Samples: 92265, 92266, 92267, 92268
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
04/03/23 12:32
Laboratory Control Sample
LCS-1-673565
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
5.22
104 80-120
Matrix Spike & Matrix Spike Duplicate
V 92268-MS-L673565 V 92268-MSD-L673565
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 5.08
5.66 102 113 80-120 10.8 20
Post Digestion Spike
V 92268-PDS-L673565
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.79
96.0
04/03/23 13:03
Date: 05/04/2023 01:09 PM Page 14 of 28
Page 68 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31322 QC Analytical Batch(es): V31323
QC Prep Batch Method: 5030B Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31322 Matrix: AQU
Associated Lab Samples: 92263, 92264, 92265, 92266, 92267, 92268
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
1,4-Dioxane pg/L <0.139 0.139 2.00 03/28/2311:03
4-Bromofluorobenzene (S) 03/28/23 11:03 103 70-130
Laboratory Control Sample LCS-V31322
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
1,4-Dioxane pg/L
50.0 49.2
98.4
70-130
4-Bromofluorobenzene (S)
128
70-130
Matrix Spike & Matrix Spike Duplicate
V 92268-MS-V31322 V 92268-MSD-V31322
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L < 0.139 50.0 50.0 46.7 48.4 93.4 96.8 70-130 3.5 20.0
4-Bromofluorobenzene (S) 104 111 70-130
Date: 05/04/2023 01:09 PM Page 15 of 28
Page 69 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31669
QC Prep Batch Method: 5030B
Lab Reagent Blank LRB-V31669
Associated Lab Samples: 92263, 92264, 92265, 92267, 92269
QC Analytical Batch(es): V31670
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/05/23 14:55
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/05/23 14:55
Benzene
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/05/23 14:55
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
Bromoform
pg/L
<1.50
1.50
5.00
04/05/23 14:55
Bromomethane
pg/L
<0.280
0.280
1.00
04/05/23 14:55
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/05/23 14:55
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/05/23 14:55
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/05/23 14:55
Chloroethane
pg/L
<0.430
0.430
1.00
04/05/23 14:55
Chloroform
pg/L
<0.220
0.220
0.500
04/05/23 14:55
Chloromethane
pg/L
<0.220
0.220
0.500
04/05/23 14:55
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/05/23 14:55
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/05/23 14:55
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/05/23 14:55
Dibromomethane
pg/L
<0.230
0.230
0.500
04/05/23 14:55
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/05/23 14:55
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/05/23 14:55
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/05/23 14:55
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/05/23 14:55
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/05/23 14:55
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/05/23 14:55
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/05/23 14:55
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Date:
05/04/2023 01:09 PM
Page 16 of 28
Page 70 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31669
QC Prep Batch Method: 5030B
Lab Reagent Blank LRB-V31669
Associated Lab Samples: 92263, 92264, 92265, 92267, 92269
QC Analytical Batch(es): V31670
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/05/23 14:55
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/05/23 14:55
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/05/23 14:55
1,4-Dioxane
pg/L
<16.0
16.0
150
04/05/23 14:55
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/05/23 14:55
2-Hexanone
pg/L
<0.380
0.380
5.00
04/05/23 14:55
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/05/23 14:55
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/05/23 14:55
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/05/23 14:55
Styrene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/05/23 14:55
Toluene
pg/L
<0.220
0.220
0.500
04/05/23 14:55
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/05/23 14:55
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/05/23 14:55
Trichloroethene
pg/L
<0.180
0.180
0.500
04/05/23 14:55
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/05/23 14:55
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/05/23 14:55
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/05/23 14:55
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/05/23 14:55
o-Xylene
pg/L
<0.210
0.210
0.500
04/05/23 14:55
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/05/23 14:55
4-Bromofluorobenzene (S)
04/05/23 14:55
105 80-124
Dibromofluoromethane (S)
04/05/23 14:55
98.4 75-129
1,2-Dichloroethane - d4 (S)
04/05/23 14:55
100 63-136
Date:
05/04/2023 01:09 PM
Page 17 of 28
Page 71 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31669
QC Analytical Batch(es): V31670
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V31669
Matrix: AQU
Associated Lab Samples:
92263, 92264, 92265, 92267, 92269
Blank MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
Toluene-d8 (S)
04/05/23 14:55
104
77-123
Laboratory Control Sample
& LCSD
LCS-V31669 LCSD-V31669
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
a/o Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
35.9
33.5
89.7
83.7
40-166
6.9
20.0
Acrylonitrile
pg/L
40.0
44.7
43.0
112
108
81-127
3.8
20.0
Benzene
pg/L
20.0
22.5
22.9
113
115
77-128
1.7
20.0
Bromochloromethane
pg/L
20.0
22.3
22.4
112
112
78-135
0.4
20.0
Bromodichloromethane
pg/L
20.0
23.5
23.4
118
117
76-138
0.4
20.0
Bromoform
pg/L
20.0
22.6
23.3
113
117
71-135
3.0
20.0
Bromomethane
pg/L
20.0
18.1
20.0
90.5
100
41-168
9.9
20.0
Carbon Disulfide
pg/L
20.0
23.3
24.3
117
122
59-135
4.2
20.0
Carbon Tetrachloride
pg/L
20.0
23.7
24.7
119
124
72-142
4.1
20.0
Chlorobenzene
pg/L
20.0
22.5
22.5
113
113
78-119
0.0
20.0
Chlorodibromomethane
pg/L
20.0
23.8
23.7
119
119
75-134
0.4
20.0
Chloroethane
pg/L
20.0
20.1
21.0
101
105
57-142
4.3
20.0
Chloroform
pg/L
20.0
22.9
23.5
115
118
77-130
2.5
20.0
Chloromethane
pg/L
20.0
19.8
19.3
99.0
96.5
47-145
2.5
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
23.6
23.9
118
120
60-154
1.2
20.0
1,2-Dibromo-3-Chloropropane pg/L
20.0
25.4
24.3
127
122
63-134
4.4
20.0
1,2-Dibromoethane
pg/L
20.0
24.5
24.0
123
120
77-135
2.0
20.0
Dibromomethane
pg/L
20.0
22.9
23.1
115
116
76-138
0.8
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
17.2
17.1
86.0
85.5
70-130
0.5
20.0
1,2-Dichlorobenzene
pg/L
20.0
23.1
23.8
116
119
78-128
2.9
20.0
1,4-Dichlorobenzene
pg/L
20.0
22.1
23.3
111
117
75-126
5.2
20.0
Date: 05/04/2023 01:09 PM Page 18 of 28
Page 72 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31669 QC Analytical Batch(es): V31670
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31669 LCSD-V31669
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
22.9
24.0
115
120
28-163
4.6
20.0
1,1-Dichloroethane
pg/L
20.0
23.0
23.7
115
119
70-130
2.9
20.0
1,2-Dichloroethane
pg/L
20.0
23.7
23.2
119
116
68-131
2.1
20.0
1,1-Dichloroethene
pg/L
20.0
24.0
25.8
120
129
70-154
7.2
20.0
cis-1,2-Dichloroethene
pg/L
20.0
23.0
23.5
115
118
76-141
2.1
20.0
trans-1,2-Dichloroethene
pg/L
20.0
23.0
23.5
115
118
76-135
2.1
20.0
1,2-Dichloropropane
pg/L
20.0
23.5
23.8
118
119
77-130
1.2
20.0
cis-1,3-Dichloropropene
pg/L
20.0
24.1
23.5
121
118
65-140
2.5
20.0
trans-1,3-Dichloropropene
pg/L
20.0
25.6
24.4
128
122
67-140
4.8
20.0
1,4-Dioxane
pg/L
200
266
244
133*
122
70-130
8.6
20.0
Ethylbenzene
pg/L
20.0
22.4
22.8
112
114
80-127
1.7
20.0
2-Hexanone
pg/L
20.0
25.3
23.3
127
117
64-137
8.2
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
19.9
19.3
99.5
96.5
71-134
3.0
20.0
4-M ethyl-2-Pentanone
pg/L
20.0
25.9
24.5
130
123
69-134
5.5
20.0
Methylene Chloride
pg/L
20.0
21.7
21.8
109
109
73-131
0.4
20.0
Styrene
pg/L
20.0
22.4
24.0
112
120
78-129
6.8
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
23.2
22.7
116
114
79-134
2.1
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
25.2
25.7
126
129*
62-127
1.9
20.0
Tetrachloroethene
pg/L
20.0
22.7
22.5
114
113
80-129
0.8
20.0
Tetrahydrofuran
pg/L
20.0
24.3
21.7
122
109
70-130
11.3
20.0
Toluene
pg/L
20.0
23.5
23.6
118
118
76-131
0.4
20.0
1,1,1-Trichloroethane
pg/L
20.0
23.0
23.8
115
119
75-135
3.4
20.0
1,1,2-Trichloroethane
pg/L
20.0
24.4
23.8
122
119
70-140
2.4
20.0
Trichloroethene
pg/L
20.0
22.3
22.5
112
113
77-133
0.8
20.0
Trichlorofluoromethane
pg/L
20.0
22.5
23.5
113
118
62-148
4.3
20.0
1,2,3-Trichloropropane
pg/L
20.0
23.5
24.4
118
122
71-127
3.7
20.0
* QC Fail Date: 05/04/2023 01:09 PM Page 19 of 28
Page 73 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31669
QC Analytical Batch(es): V31670
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V31669 LCSD-V31669
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
24.7 23.4
124
117
34-167
5.4
20.0
Vinyl Chloride
pg/L
20.0
23.1 23.7
116
119
57-141
2.5
20.0
o-Xylene
pg/L
20.0
22.5 23.9
113
120
78-128
6.0
20.0
m,p-Xylene
pg/L
40.0
45.8 48.6
115
122
77-133
5.9
20.0
4-Bromofluorobenzene (S)
107
107
80-124
Dibromofluoromethane (S)
104
102
75-129
1,2-Dichloroethane - d4 (S)
109
107
63-136
Toluene-d8(S)
103
103
77-123
Date: 05/04/2023 01:09 PM Page 20 of 28
Page 74 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31703
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V31704
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31703 Matrix: AQU
Associated Lab Samples: 92266, 92268
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/06/23 03:17
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/06/23 03:17
Benzene
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/06/23 03:17
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
Bromoform
pg/L
<1.50
1.50
5.00
04/06/23 03:17
Bromomethane
pg/L
<0.280
0.280
1.00
04/06/23 03:17
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/06/23 03:17
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/06/23 03:17
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/06/23 03:17
Chloroethane
pg/L
<0.430
0.430
1.00
04/06/23 03:17
Chloroform
pg/L
<0.220
0.220
0.500
04/06/23 03:17
Chloromethane
pg/L
<0.220
0.220
0.500
04/06/23 03:17
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/06/23 03:17
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/06/23 03:17
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/06/23 03:17
Dibromomethane
pg/L
<0.230
0.230
0.500
04/06/23 03:17
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/06/23 03:17
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/06/23 03:17
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/06/23 03:17
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/06/23 03:17
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/06/23 03:17
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/06/23 03:17
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/06/23 03:17
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Date:
05/04/2023 01:09 PM
Page 21 of 28
Page 75 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31703
QC Analytical Batch(es): V31704
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic
Compounds - GC/MS
Lab Reagent Blank
LRB-V31703
Matrix: AQU
Associated Lab Samples:
92266, 92268
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/06/23 03:17
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/06/23 03:17
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/06/23 03:17
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/06/23 03:17
2-Hexanone
pg/L
<0.380
0.380
5.00
04/06/23 03:17
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/06/23 03:17
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/06/23 03:17
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/06/23 03:17
Styrene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/06/23 03:17
Toluene
pg/L
<0.220
0.220
0.500
04/06/23 03:17
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/06/23 03:17
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/06/23 03:17
Trichloroethene
pg/L
<0.180
0.180
0.500
04/06/23 03:17
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/06/23 03:17
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/06/23 03:17
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/06/23 03:17
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/06/23 03:17
o-Xylene
pg/L
<0.210
0.210
0.500
04/06/23 03:17
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/06/23 03:17
4-Bromofluorobenzene (S)
04/06/23 03:17
104 80-124
Dibromofluoromethane (S)
04/06/23 03:17
99.0 75-129
1,2-Dichloroethane - d4 (S)
04/06/23 03:17
100 63-136
Date:
05/04/2023 01:09 PM
Page 22 of 28
Page 76 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31703 QC Analytical Batch(es): V31704
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31703 Matrix: AQU
Associated Lab Samples: 92266, 92268
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8(S) 04/06/23 03:17 103 77-123
Laboratory Control Sample & LCSD LCS-V31703 LCSD-V31703
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
38.6
36.2
96.5
90.5
40-166
Acrylonitrile
pg/L
40.0
48.2
46.1
121
115
81-127
Benzene
pg/L
20.0
21.6
22.5
108
113
77-128
Bromochloromethane
pg/L
20.0
21.7
21.7
109
109
78-135
Bromodichloromethane
pg/L
20.0
22.9
22.8
115
114
76-138
Bromoform
pg/L
20.0
23.3
22.6
117
113
71-135
Bromomethane
pg/L
20.0
18.2
21.1
91.0
106
41-168
Carbon Disulfide
pg/L
20.0
21.5
23.0
108
115
59-135
Carbon Tetrachloride
pg/L
20.0
21.8
23.4
109
117
72-142
Chlorobenzene
pg/L
20.0
21.5
22.5
108
113
78-119
Chlorodibromomethane
pg/L
20.0
23.3
23.7
117
119
75-134
Chloroethane
pg/L
20.0
19.1
19.8
95.5
99.0
57-142
Chloroform
pg/L
20.0
21.9
22.6
110
113
77-130
Chloromethane
pg/L
20.0
19.1
20.5
95.5
103
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
23.5
23.4
118
117
60-154
1,2-Dibromo-3-Chloropropane
pg/L
20.0
25.5
23.7
128
119
63-134
1,2-Dibromoethane
pg/L
20.0
24.0
23.3
120
117
77-135
Dibromomethane
pg/L
20.0
22.7
21.8
114
109
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
16.7
15.9
83.5
79.5
70-130
1,2-Dichlorobenzene
pg/L
20.0
23.0
22.8
115
114
78-128
1,4-Dichlorobenzene
pg/L
20.0
22.5
22.6
113
113
75-126
RPD Max
RPD
6.4 20.0
4.4 20.0
4.0 20.0
0.0 20.0
0.4 20.0
3.0 20.0
14.7 20.0
6.7 20.0
7.0 20.0
4.5 20.0
1.7 20.0
3.5 20.0
3.1 20.0
7.0 20.0
0.4 20.0
7.3 20.0
2.9 20.0
4.0 20.0
4.9 20.0
0.8 20.0
0.4 20.0
Date: 05/04/2023 01:09 PM
Page 77 of 84
Page 23 of 28

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep: V31703 QC Analytical Batch(es): V31704
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31703 LCSD-V31703
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
21.0
22.1
105
111
28-163
5.1
20.0
1,1-Dichloroethane
pg/L
20.0
21.7
22.8
109
114
70-130
4.9
20.0
1,2-Dichloroethane
pg/L
20.0
22.6
22.3
113
112
68-131
1.3
20.0
1,1-Dichloroethene
pg/L
20.0
22.3
23.8
112
119
70-154
6.5
20.0
cis-1,2-Dichloroethene
pg/L
20.0
21.8
22.7
109
114
76-141
4.0
20.0
trans-1,2-Dichloroethene
pg/L
20.0
21.2
22.8
106
114
76-135
7.2
20.0
1,2-Dichloropropane
pg/L
20.0
22.6
22.9
113
115
77-130
1.3
20.0
cis-1,3-Dichloropropene
pg/L
20.0
22.3
22.2
112
111
65-140
0.4
20.0
trans-1,3-Dichloropropene
pg/L
20.0
23.8
22.3
119
112
67-140
6.5
20.0
Ethylbenzene
pg/L
20.0
20.6
22.2
103
111
80-127
7.4
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
21.2
20.0
106
100
71-134
5.8
20.0
4-Methyl-2-Pentanone
pg/L
20.0
28.2
24.2
141*
121
69-134
15.2
20.0
Methylene Chloride
pg/L
20.0
20.9
21.4
105
107
73-131
2.3
20.0
Styrene
pg/L
20.0
20.9
22.7
105
114
78-129
8.2
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
21.7
23.0
109
115
79-134
5.8
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
24.5
22.4
123
112
62-127
8.9
20.0
Tetrachloroethene
pg/L
20.0
21.1
22.9
106
115
80-129
8.1
20.0
Tetrahydrofuran
pg/L
20.0
25.6
23.5
128
118
70-130
8.5
20.0
Toluene
pg/L
20.0
22.2
22.5
111
113
76-131
1.3
20.0
1,1,1-Trichloroethane
pg/L
20.0
21.3
22.8
107
114
75-135
6.8
20.0
1,1,2-Trichloroethane
pg/L
20.0
24.9
22.4
125
112
70-140
10.5
20.0
Trichloroethene
pg/L
20.0
22.3
23.6
112
118
77-133
5.6
20.0
Trichlorofluoromethane
pg/L
20.0
21.2
22.4
106
112
62-148
5.5
20.0
1,2,3-Trichloropropane
pg/L
20.0
23.9
21.3
120
107
71-127
11.5
20.0
Vinyl Acetate
pg/L
20.0
18.9
15.6
94.5
78.0
34-167
19.1
20.0
Vinyl Chloride
pg/L
20.0
21.1
22.3
106
112
57-141
5.5
20.0
* QC Fail Date: 05/04/2023 01:09 PM Page 24 of 28
Page 78 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31703
QC Analytical Batch(es): V31704
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD LCS-V31703 LCSD-V31703
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units Conc.
Result Result
%Rec
% Rec
Limits RPD
Max
RPD
o-Xylene
pg/L 20.0
21.1 23.2
106
116
78-128 9.4
20.0
m,p-Xylene
pg/L 40.0
43.2 46.9
108
117
77-133 8.2
20.0
4-Bromofluorobenzene (S)
105
104
80-124
Dibromofluoromethane (S)
102
101
75-129
1,2-Dichloroethane - d4 (S)
112
107
63-136
Toluene-d8(S)
104
106
77-123
Date: 05/04/2023 01:09 PM Page 25 of 28
Page 79 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Prep:
V31254
QC Analytical Batch(es): V31261
QC Prep Batch Method:
SW-9056A (PREP)
Analysis Method:
9056A
Analysis Description:
Anions by Ion Chromatography
Lab Reagent Blank
LRB-V31254
Matrix: AQU
Associated Lab Samples:
92263, 92265
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Chloride
pg/L
<370 370
1000
03/25/23 09:23
Nitrate (NO3-N)
pg/L
<76.0 76.0
200
03/25/23 09:23
Sulfate
pg/L
<650 650
2000
03/25/23 09:23
Laboratory Control Sample
LCS-V31254
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Chloride
pg/L
40000
41300
103
80-120
Nitrate (NO3-N)
pg/L
4000
4170
104
80-120
Sulfate
pg/L
40000
38700
97.0
80-120
Matrix Spike & Matrix Spike Duplicate
V 92265-MS-V31254
V 92265-MSD-V31254
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Chloride
pg/L
72000 40000
40000 112000
112000 100
100
80-120 0.0 20
Nitrate (NO3-N)
pg/L
<79.0 4000
4000 4710
4630 118
116
80-120 1.7 20
Sulfate
pg/L
<676 40000
40000 38900
39700 97.0
99.0
80-120 2.0 20
Date: 05/04/2023 01:09 PM Page 26 of 28
Page 80 of 84

• Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County Landfill
Report No: 23-084-0001
QC Prep:
L672614
QC Analytical Batch(es): L673139
QC Prep Batch Method:
EPA-200.7 (PREP)
Analysis Method:
EPA-200.7
Analysis Description:
Total Metals
Lab Reagent Blank
LRB-1-672614
Matrix: AQU
Associated Lab Samples:
92266, 92267, 92268
Blank
MQL
Analyzed
Parameter
Units
Result
Calcium
pg/L
<100
100
03/29/2319:53
Magnesium
pg/L
<100
100
03/29/2319:53
Laboratory Control Sample
LCS-1-672614
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Calcium
pg/L
10000
10800
108
85-115
Magnesium
pg/L
10000
10200
102
85-115
Matrix Spike & Matrix Spike Duplicate
G 60040-MS-1-672614 G 60040-MSD-L672614
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Calcium
pg/L
6470 10000
10000 16600
16500 101
100
70-130 0.6 20
Magnesium
pg/L
2180 10000
10000 11800
11700 96.0
95.0
70-130 0.8 20
Post Digestion Spike
G 60040-PDS-L672614
PDS
%
Analyzed
Parameter
Units
Result
Recovery
Calcium
pg/L
28400
101
03/29/23 22:10
Magnesium
pg/L
25300
97.0
03/29/23 22:10
Date: 05/04/2023 01:09 PM Page 27 of 28
Page 81 of 84

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County Landfill
Report No:
23-084-0001
QC Analytical Batch:
V31279
Analysis Method:
SM-3500-Fe-13
Analysis Description:
Ferrous Iron
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92263, 92265
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Ferrous Iron
pg/L
<50.0
50.0
200
03/27/23 17:15
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Ferrous Iron
pg/L
2000
1980
99.0
90-110
Matrix Spike & Matrix Spike Duplicate
V 92263-MS V 92263-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result
Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Ferrous Iron
pg/L
8340
50000
50000 49000
48600 81.0
81.0 80-120 0.8 20
Date: 05/04/2023 01:09 PM Page 28 of 28
Page 82 of 84

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 01015
Customer Name: Anchor QEA of North Carolina, PLLC
Report Number: 23-084-0001
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT15 II AC
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
(*� Yes
0 No
0 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)?
(0) Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 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?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
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
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes 0 No U N/A
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
0Yes ONo
Signature: Angelo Norvell
Date & Time: 03/25/2023 10:36:27
Page 83 of 84

r- (n
Q� 3
3�
ji ro
a6 w
�a m
C
a�
� c
O _?
m
m �
n 'm
0
m-M
w z
0
a
,a
i
'b
11111110
943,
%..
.11
'4010
mills
IN
011mmmilm
11111311
NEW
C
N
v
x
p
m
0 a v
a o
>
n 3
rot
m Z 2►
m Z
4 m
Q
m ,- 0
.CL
,nn�
Ram
n
N �
J
3 o n e
a c v o a cai
a 0
c
°c N
e�
m
m jp m
toN H' A
M.
ap
T— --
w p N
c C D
w s❑
D
m
lam o>
CL
m y• i
n
�m y
Tdx
xW
m
�
imp q
v-°-CvQ
S
W o
C
a
Y
Fr{
x❑ + IL w
jp
m N
x
y
Mr
7 N
n m
�m m a L
0 m
m
a
r m n o v
❑
N
A
rI
E
H�a�as
wa ono
r`m
m
0
m
m vC
CD
m�0�m �Aw
n w
m
I
mm 0 o
r
m a p A OF
ens
n o o
m ra U)
o
M
C
vain'zmn
N m
r!
3 o
z
C
m � O
remit I~
u0 N
re2���
m
o m
m IF
3
x
T
n`
`
I I
a
�F,
n
I I
r
n
Page 84 of 84

Waypointo
ANALYTICAL
4/28/2023
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville, NC, 28801
Ref: Analytical Testing
Lab Report Number: 23-088-0002
Client Project Description: Jackson County LF
Site: Jackson
Project Number: C21480-01.01
Dear Jessica Mayers:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/29/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a,j
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 66

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program
- NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program
- NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program
- NELAP
460181
09/14/2023
Page 1 of 1 00016/23-088-0002
Page 2 of 66

Waypoint. (2)
ANALYTICAL
Sample
Report Number: 23-088-0002
Client Project Description: Jackson County LF
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca I som
Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
AM23G
Pace -LA
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
RSK-175
Pace -LA
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
AM20GAX
Pace -LA
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
6020B
WP MTN
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
7470A
WP MTN
92439
MW-03-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
531OC-2011
WP MTN
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
RSK-175
Pace -LA
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
AM23G
Pace -LA
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
AM20GAX
Pace -LA
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
7470A
WP MTN
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
6020E
WP MTN
92440
MW-07-20230327
Aqueous
03/27/2023
11:38
03/29/2023
10:10
531OC-2011
WP MTN
92441
MW-02-20230327
Aqueous
03/27/2023
15:13
03/29/2023
10:10
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
RSK-175
Pace -LA
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
AM23G
Pace -LA
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
AM20GAX
Pace -LA
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
7470A
WP MTN
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
6020E
WP MTN
92442
DUP-20230327
Aqueous
03/27/2023
16:45
03/29/2023
10:10
531OC-2011
WP MTN
92443
TB-20230327
Aqueous
03/27/2023
03/29/2023
10:10
Pace -LA: Pace Analytical Services, Inc. - LA, Baton Rouge, LA
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 66

Waypoint.
(2) 449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointana lyti ca I som
Summary of Detected Analytes
Project:
Jackson County LF
Report Number:
23-088-0002
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-03-20230327
V 92439
2320B-2011
Alkalinity (as CaCO3)
166000
pq/L
800
03/31/2023 16:00
5220D-2011
COD (Chemical Oxygen Demand) 16000
Ng/L
8000
04/05/2023 10:40
1
5310C-2011
TOC
3.13
mg/L
0.682
04/11/2023 07:19
6020B
Arsenic
0.453
Ng/L
0.297
03/31/202318:57
1
6020B
Barium
104
uq/L
0.453
03/31/202318:57
6020B
Chromium
0.968
Ng/L
0.346
03/31/202318:57
1
6020B
Cobalt
3.97
uq/L
0.060
03/31/202318:57
6020B
Copper
3.33
pg/L
0.489
03/31/202318:57
6020B
Nickel
1.09
uq/L
0.182
04/04/2023 01:19
6020B
Zinc
7.51
pg/L
4.67
04/04/2023 01:19
1
8260D
Acetone
2.43
pq/L
1.80
04/07/202317:01
1
8260D
cis- 1,2-Dichloroethene
0.380
Ng/L
0.200
04/07/202317:01
1
8260D
Trichloroethene
0.288
pq/L
0.180
04/07/202317:01
1
9056A
Chloride
15400
pg/L
370
03/29/202311:50
9056A
Nitrate (NO3-N)
4930
uq/L
76.0
03/29/2023 11:50
H
9056A
Sulfate
2790
Ng/L
650
03/29/202311:50
MW-07-20230327
V 92440
4500S2F-2011
Sulfide
1200
pq/L
830
03/30/202311:50
1
5310C-2011
TOC
3.29
mg/L
0.682
04/11/2023 07:57
6020B
Arsenic
3.42
pq/L
0.297
03/31/202319:01
6020B
Barium
461
Ng/L
0.453
03/31/202319:01
6020B
Cobalt
2.70
uq/L
0.060
03/31/202319:01
6020B
Copper
0.759
Ng/L
0.489
03/31/202319:01
1
6020B
Nickel
8.69
uq/L
0.182
04/04/2023 01:23
6020B
Zinc
103
Ng/L
4.67
04/04/2023 01:23
8260D
Acetone
7.71
uq/L
1.80
04/07/202317:26
8260D
Benzene
1.59
Ng/L
0.180
04/07/202317:26
8260D
Chlorobenzene
4.78
uq/L
0.190
04/07/202317:26
8260D
1,2-Dichlorobenzene
0.346
Ng/L
0.220
04/07/202317:26
1
8260D
1,4-Dichlorobenzene
6.20
uq/L
0.210
04/07/202317:26
8260D
cis- 1,2-Dichloroethene
1.75
Ng/L
0.200
04/07/202317:26
8260D
Tetrahydrofuran
2.40
uq/L
1.50
04/07/202317:26
1
8260D SIM
1,4-Dioxane
15.8
pg/L
0.139
03/30/2023 10:29
MW-02-20230327
V 92441
2320B-2011
Alkalinity (as CaCO3)
34000
pg/L
800
03/31/2023 16:00
9056A
Chloride
25500
Ng/L
370
03/29/202311:34
Page 4 of 66

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Summary of Detected Analytes
Project: Jackson County LF
Report Number: 23-088-0002
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-02-20230327
V 92441
9056A
Nitrate (NO3-N)
624
pq/L
9056A
Sulfate
10800
Ng/L
DUP-20230327
V 92442
2320B-2011
Alkalinity (as CaCO3)
164000
pq/L
4500S2F-2011
Sulfide
2800
Ng/L
5220D-2011
COD (Chemical Oxygen Demand)
22000
pq/L
5310C-2011
TOC
3.06
mg/L
6020B
Arsenic
0.519
pq/L
6020B
Barium
103
Ng/L
6020B
Chromium
1.43
uq/L
6020B
Cobalt
3.83
Ng/L
6020B
Copper
3.42
uq/L
6020B
Nickel
1.43
Ng/L
6020B
Zinc
16.7
uq/L
8260D
Acetone
2.24
Ng/L
8260D
1,4-Dichlorobenzene
0.226
uq/L
9056A
Chloride
15000
Ng/L
9056A
Nitrate (NO3-N)
4870
uq/L
9056A
Sulfate
2700
Ng/L
76.0
03/29/202311:34 H
650
03/29/202311:34
800
03/31/202316:00
830
03/30/202311:50
8000
04/05/202310:40 1
0.682
04/11/2023 08:35
0.297
03/31/202319:04 1
0.453
03/31 /2023 19:04
0.346
03/31/202319:04
0.060
03/31 /2023 19:04
0.489
03/31/202319:04
0.182
04/04/2023 01:27
4.67
04/04/2023 01:27
1.80
04/07/202317:50 1
0.210
04/07/202317:50 1
370
03/29/202312:06
76.0
03/29/202312:06 H
650
03/29/202312:06
Page 5 of 66

Waypointo
ANALYTICAL
Client: Anchor QEA of North Carolina, PLLC
Project: Jackson County LF
Lab Report Number: 23-088-0002
Date: 4/28/2023
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
CASE NARRATIVE
Volatile Organic Compounds - GUMS Method 8260D
Analyte: 1,4-Dioxane
QC Batch No: V31828/V31827
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: 1,2,3-Trichloropropane
QC Batch No: V31828/V32532
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: 1,2,3-Trichloropropane
QC Batch No: V32533/V32532
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-Hexanone
QC Batch No: V31828/V32532
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-Hexanone
QC Batch No: V31828/V32532
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: 2-Hexanone
QC Batch No: V32533/V32532
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: 4-Methyl-2-pentanone
QC Batch No: V31828/V32532
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: 4-Methyl-2-pentanone
QC Batch No: V32533/V32532
Page 6 of 66

Waypointo
ANALYTICAL
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
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: Acetone
QC Batch No: V31828/V32532
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Acetone
QC Batch No: V32533/V32532
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Acrylonitrile
QC Batch No: V31828/V32532
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: Acrylonitrile
QC Batch No: V32533/V32532
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.
Sample 92439 (MW-03-20230327)
Analyte: cis-1,2-Dichloroethene
QC Batch No: V32533/V32532
Sample ran after a dirty sample which caused potential carryover. Sample was rerun outside of hold and
confirmed carryover for this analyte. Original run reported.
Analyte: 1,2-Dibromo-3-chloropropane
QC Batch No: V31828/V32532
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: 1,2-Dibromo-3-chloropropane
QC Batch No: V32533/V32532
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.
Sample 92439 (MW-03-20230327)
Analyte: Trichloroethene
QC Batch No: V32533/V32532
Sample ran after a dirty sample which caused potential carryover. Sample was rerun outside of hold and
confirmed carryover for this analyte. Original run reported.
Page 7 of 66

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-088-0002
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County LF
Information :
REPORT OF ANAL YSIS
Report Date : 04/28/2023
Received : 03/29/2023
Lab No : 92439
Matrix: Aqueous
Sample ID: MW-03-20230327
Sampled: 3/27/2023
16:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
<0.05 H
mg/L
0.05
0.20
1
03/29/23 13:30
SLO
SM-3500-Fe-B
1,4-Dioxane
<0.139
ug/L
0.139
2.00
1
03/30/23 10:04
TBL
8260D SIM
Alkalinity (as CaCO3)
166000
Ng/L
800
5000
1
03/31/23 16:00
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
ug/L
2000
2000
1
03/29/23 09:52
SLO
521OB-2015
Chloride
15400
Ng/L
370
1000
1
03/29/2311:50
CM]
9056A
COD (Chemical Oxygen Demand)
16000 J
ug/L
8000
30000
1
04/05/23 10:40
SMW
5220D-2011
Nitrate (NO3-N)
4930 H
Ng/L
76.0
200
1
03/29/23 11:50
CM]
9056A
TOC
3.13
mg/L
0.682
1.00
1
04/11/23 07:19
SRJ
531OC-2011
Sulfate
2790
Ng/L
650
2000
1
03/29/2311:50
CM]
9056A
Sulfide
<830
ug/L
830
2000
1
03/30/2311:50
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 18:57
CPW
6020B
Arsenic
0.4533
ug/L
0.297
1.00
1
03/31/23 18:57
CPW
6020B
Barium
104
Ng/L
0.453
1.00
1
03/31/23 18:57
CPW
6020B
Beryllium
<0.102
ug/L
0.102
1.00
1
03/31/23 18:57
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/31/23 18:57
CPW
6020B
Chromium
0.9683
ug/L
0.346
1.00
1
03/31/23 18:57
CPW
6020B
Cobalt
3.97
Ng/L
0.060
1.00
1
03/31/23 18:57
CPW
6020B
Copper
3.33
ug/L
0.489
1.00
1
03/31/23 18:57
CPW
6020B
Lead
<0.264
Ng/L
0.264
1.00
1
03/31/23 18:57
CPW
6020B
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/04/23 14:03
FDS
7470A
Nickel
1.09
Ng/L
0.182
1.00
1
04/04/23 01:19
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 18:57
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 18:57
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 8 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92439
Sample ID: MW-03-20230327
Matrix: Aqueous
Sampled: 3/27/2023 16:45
Test
Results
Units
MDL
MQL
DF Date / Time By Analytical
Analyzed Method
Thallium
<0.0610
Ng/L
0.0610
1.00
1 03/31/2318:57 CPW 6020B
Vanadium
<0.767
pg/L
0.767
5.00
1 03/31/2318:57 CPW 6020B
Zinc
7.513
Ng/L
4.67
10.0
1 04/04/23 01:19 CPW 6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 9 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92439
Matrix: Aqueous
Sample ID: MW-03-20230327
Sampled: 3/27/2023
16:45
Analytical Method: 8260D
Prep Batch(es):
V32532
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.433
Ng/L
1.80
5.00
1
04/07/23 17:01
ANG
V32533
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/07/23 17:01
ANG
V32533
Benzene
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:01
ANG
V32533
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/07/23 17:01
ANG
V32533
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 17:01
ANG
V32533
Bromoform
<1.50
ug/L
1.50
5.00
1
04/07/23 17:01
ANG
V32533
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/07/23 17:01
ANG
V32533
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/07/23 17:01
ANG
V32533
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:01
ANG
V32533
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/07/23 17:01
ANG
V32533
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/07/23 17:01
ANG
V32533
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/07/23 17:01
ANG
V32533
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:01
ANG
V32533
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/07/23 17:01
ANG
V32533
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/07/23 17:01
ANG
V32533
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/07/23 17:01
ANG
V32533
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/07/23 17:01
ANG
V32533
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/07/23 17:01
ANG
V32533
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/07/23 17:01
ANG
V32533
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/07/23 17:01
ANG
V32533
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/07/23 17:01
ANG
V32533
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/07/23 17:01
ANG
V32533
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 10 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92439
Matrix: Aqueous
Sample ID: MW-03-20230327
Sampled: 3/27/2023
16:45
Analytical Method: 8260D
Prep Batch(es):
V32532
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/07/23 17:01
ANG
V32533
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/07/23 17:01
ANG
V32533
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/07/23 17:01
ANG
V32533
cis- 1,2-Dich loroethene
0.3803
ug/L
0.200
0.500
1
04/07/23 17:01
ANG
V32533
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:01
ANG
V32533
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/07/23 17:01
ANG
V32533
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/07/23 17:01
ANG
V32533
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/07/23 17:01
ANG
V32533
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/07/23 17:01
ANG
V32533
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/07/23 17:01
ANG
V32533
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/07/23 17:01
ANG
V32533
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/07/23 17:01
ANG
V32533
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/07/23 17:01
ANG
V32533
Styrene
<0.220
ug/L
0.220
0.500
1
04/07/23 17:01
ANG
V32533
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 17:01
ANG
V32533
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 17:01
ANG
V32533
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:01
ANG
V32533
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/07/23 17:01
ANG
V32533
Toluene
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:01
ANG
V32533
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 17:01
ANG
V32533
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/07/23 17:01
ANG
V32533
Trichloroethene
0.288 J
ug/L
0.180
0.500
1
04/07/23 17:01
ANG
V32533
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 11 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92439
Sample ID: MW-03-20230327
Matrix: Aqueous
Sampled: 3/27/2023 16:45
Analytical Method: 8260D
Prep Batch(es):
V32532 04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.180
Ng/L
0.180 0.500
1
04/07/23 17:01 ANG
V32533
1,2,3-Trichloropropane
<0.270
ug/L
0.270 1.00
1
04/07/23 17:01 ANG
V32533
Vinyl Acetate
<1.00
Ng/L
1.00 2.00
1
04/07/23 17:01 ANG
V32533
Vinyl Chloride
<0.170
ug/L
0.170 0.500
1
04/07/23 17:01 ANG
V32533
o-Xylene
<0.210
Ng/L
0.210 0.500
1
04/07/23 17:01 ANG
V32533
m,p-Xylene
<0.420
ug/L
0.420 1.00
1
04/07/23 17:01 ANG
V32533
Xylene (Total)
<0.21
Ng/L
0.210 0.500
1
04/07/23 17:01
V32533
Surrogate:4-Bromofluorobenzene
103
Limits:80-124%
1 04/07/23 17:01 MSA
V31828
Surrogate: Dibromofluoromethane
103
Limits: 75-129%
1 04/07/23 17:01 MSA
V31828
Surrogate: 1,2-Dichloroethane - d4
106
Limits: 63-136%
1 04/07/23 17:01 MSA
V31828
Surrogate: Toluene-d8
99.8
Limits: 77-123%
1 04/07/23 17:01 MSA
V31828
Surrogate:4-Bromofluorobenzene
103
Limits:80-124%
1 04/07/23 17:01 ANG
V32533
Surrogate: Dibromofluoromethane
103
Limits: 75-129%
1 04/07/23 17:01 ANG
V32533
Surrogate: 1,2-Dichloroethane - d4
106
Limits: 63-136%
1 04/07/23 17:01 ANG
V32533
Surrogate: Toluene-d8
99.8
Limits: 77-123%
1 04/07/23 17:01 ANG
V32533
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 12 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92440
Sample ID: MW-07-20230327
Matrix: Aqueous
Sampled: 3/27/2023 11:38
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
15.8
Ng/L
0.139
2.00
1
03/30/23 10:29
TBL
8260D SIM
TOC
3.29
mg/L
0.682
1.00
1
04/11/23 07:57
SRJ
531OC-2011
Sulfide
12003
Ng/L
830
2000
1
03/30/23 11:50
SLO
4500S2F-2011
Antimony
<0.618
ug/L
0.618
1.00
1
03/31/23 19:01
CPW
6020B
Arsenic
3.42
Ng/L
0.297
1.00
1
03/31/23 19:01
CPW
6020B
Barium
461
ug/L
0.453
1.00
1
03/31/23 19:01
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
03/31/23 19:01
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
03/31/23 19:01
CPW
6020B
Chromium
<0.346
Ng/L
0.346
1.00
1
03/31/23 19:01
CPW
6020B
Cobalt
2.70
ug/L
0.060
1.00
1
03/31/23 19:01
CPW
6020B
Copper
0.7593
Ng/L
0.489
1.00
1
03/31/23 19:01
CPW
6020B
Lead
<0.264
ug/L
0.264
1.00
1
03/31/23 19:01
CPW
6020B
Mercury (Total)
<0.130
Ng/L
0.130
0.200
1
04/04/23 14:07
FDS
7470A
Nickel
8.69
ug/L
0.182
1.00
1
04/04/23 01:23
CPW
6020B
Selenium
<0.703
Ng/L
0.703
1.00
1
03/31/23 19:01
CPW
6020B
Silver
<0.0570
ug/L
0.0570
1.00
1
03/31/23 19:01
CPW
6020B
Thallium
<0.0610
Ng/L
0.0610
1.00
1
03/31/23 19:01
CPW
6020B
Vanadium
<0.767
ug/L
0.767
5.00
1
03/31/23 19:01
CPW
6020B
Zinc
103
Ng/L
4.67
10.0
1
04/04/23 01:23
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 13 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92440
Matrix: Aqueous
Sample ID: MW-07-20230327
Sampled: 3/27/2023
11:38
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
7.71
Ng/L
1.80
5.00
1
04/07/23 17:26
MSA
V31828
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/07/23 17:26
MSA
V31828
Benzene
1.59
Ng/L
0.180
0.500
1
04/07/23 17:26
MSA
V31828
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/07/23 17:26
MSA
V31828
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 17:26
MSA
V31828
Bromoform
<1.50
ug/L
1.50
5.00
1
04/07/23 17:26
MSA
V31828
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/07/23 17:26
MSA
V31828
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/07/23 17:26
MSA
V31828
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:26
MSA
V31828
Chlorobenzene
4.78
ug/L
0.190
0.500
1
04/07/23 17:26
MSA
V31828
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/07/23 17:26
MSA
V31828
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/07/23 17:26
MSA
V31828
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:26
MSA
V31828
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/07/23 17:26
MSA
V31828
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/07/23 17:26
MSA
V31828
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/07/23 17:26
MSA
V31828
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/07/23 17:26
MSA
V31828
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/07/23 17:26
MSA
V31828
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/07/23 17:26
MSA
V31828
1,2-Dichlorobenzene
0.346 J
ug/L
0.220
0.500
1
04/07/23 17:26
MSA
V31828
1,4-Dichlorobenzene
6.20
Ng/L
0.210
0.500
1
04/07/23 17:26
MSA
V31828
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/07/23 17:26
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 14 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92440
Matrix: Aqueous
Sample ID: MW-07-20230327
Sampled: 3/27/2023
11:38
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/07/23 17:26
MSA
V31828
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/07/23 17:26
MSA
V31828
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/07/23 17:26
MSA
V31828
cis- 1,2-Dich loroethene
1.75
ug/L
0.200
0.500
1
04/07/23 17:26
MSA
V31828
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:26
MSA
V31828
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/07/23 17:26
MSA
V31828
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/07/23 17:26
MSA
V31828
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/07/23 17:26
MSA
V31828
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/07/23 17:26
MSA
V31828
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/07/23 17:26
MSA
V31828
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/07/23 17:26
MSA
V31828
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/07/23 17:26
MSA
V31828
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/07/23 17:26
MSA
V31828
Styrene
<0.220
ug/L
0.220
0.500
1
04/07/23 17:26
MSA
V31828
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 17:26
MSA
V31828
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 17:26
MSA
V31828
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:26
MSA
V31828
Tetrahydrofuran
2.403
ug/L
1.50
10.0
1
04/07/23 17:26
MSA
V31828
Toluene
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:26
MSA
V31828
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 17:26
MSA
V31828
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/07/23 17:26
MSA
V31828
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/07/23 17:26
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 15 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92440 Matrix: Aqueous
Sample ID: MW-07-20230327 Sampled: 3/27/2023 11:38
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31827 04/07/23 09:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
103
Limits: 80-124%
102
Limits: 75-129%
108
Limits: 63-136%
98.2
Limits: 77-123%
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
1 04/07/23 17:26 MSA V31828
H Beyond holding time
MQL Method Quantitation Limit
Page 16 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92441
Sample ID: MW-02-20230327
Matrix: Aqueous
Sampled: 3/27/2023 15:13
Test
Results
Units
MDL
MQL
DF
Date / Time By Analytical
Analyzed Method
Ferrous Iron
<0.05 H
mg/L
0.05
0.20
1
03/29/23 13:30 SLO SM-3500-Fe-B
Alkalinity (as CaCO3)
34000
pg/L
800
5000
1
03/31/23 16:00 SLO 2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
Ng/L
2000
2000
1
03/29/23 09:52 SLO 521OB-2015
Chloride
25500
ug/L
370
1000
1
03/29/2311:34 CMJ 9056A
Nitrate (NO3-N)
624 H
Ng/L
76.0
200
1
03/29/23 11:34 CMJ 9056A
Sulfate
10800
ug/L
650
2000
1
03/29/2311:34 CMJ 9056A
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 17 of 66

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Jessica Mayers
231 Haywood Street
Asheville , NC 28801
Report Number : 23-088-0002
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County LF
Information :
REPORT OF ANAL YSIS
Report Date : 04/28/2023
Received : 03/29/2023
Lab No : 92442
Matrix: Aqueous
Sample ID: DUP-20230327
Sampled: 3/27/2023
16:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Ferrous Iron
<0.05 H
mg/L
0.05
0.20
1
03/29/23 13:30
SLO
SM-3500-Fe-B
1,4-Dioxane
<0.139
ug/L
0.139
2.00
1
03/30/23 10:54
TBL
8260D SIM
Alkalinity (as CaCO3)
164000
Ng/L
800
5000
1
03/31/23 16:00
SLO
2320B-2011
Biochemical Oxygen Demand (5-day)
<2000
ug/L
2000
2000
1
03/29/23 09:52
SLO
521OB-2015
Chloride
15000
Ng/L
370
1000
1
03/29/2312:06
CM]
9056A
COD (Chemical Oxygen Demand)
22000 J
ug/L
8000
30000
1
04/05/23 10:40
SMW
5220D-2011
Nitrate (NO3-N)
4870 H
Ng/L
76.0
200
1
03/29/23 12:06
CM]
9056A
TOC
3.06
mg/L
0.682
1.00
1
04/11/23 08:35
SRJ
531OC-2011
Sulfate
2700
Ng/L
650
2000
1
03/29/2312:06
CM]
9056A
Sulfide
2800
ug/L
830
2000
1
03/30/2311:50
SLO
4500S2F-2011
Antimony
<0.618
Ng/L
0.618
1.00
1
03/31/23 19:04
CPW
6020B
Arsenic
0.519 J
ug/L
0.297
1.00
1
03/31/23 19:04
CPW
6020B
Barium
103
Ng/L
0.453
1.00
1
03/31/23 19:04
CPW
6020B
Beryllium
<0.102
ug/L
0.102
1.00
1
03/31/23 19:04
CPW
6020B
Cadmium
<0.350
Ng/L
0.350
1.00
1
03/31/23 19:04
CPW
6020B
Chromium
1.43
ug/L
0.346
1.00
1
03/31/23 19:04
CPW
6020B
Cobalt
3.83
Ng/L
0.060
1.00
1
03/31/23 19:04
CPW
6020B
Copper
3.42
ug/L
0.489
1.00
1
03/31/23 19:04
CPW
6020B
Lead
<0.264
Ng/L
0.264
1.00
1
03/31/23 19:04
CPW
6020B
Mercury (Total)
<0.130
ug/L
0.130
0.200
1
04/04/23 14:08
FDS
7470A
Nickel
1.43
Ng/L
0.182
1.00
1
04/04/23 01:27
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
03/31/23 19:04
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
03/31/23 19:04
CPW
6020B
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 18 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92442
Sample ID: DUP-20230327
Matrix: Aqueous
Sampled: 3/27/2023 16:45
Test
Results
Units
MDL
MQL
DF Date / Time By Analytical
Analyzed Method
Thallium
<0.0610
Ng/L
0.0610
1.00
1 03/31/2319:04 CPW 6020B
Vanadium
<0.767
ug/L
0.767
5.00
1 03/31/2319:04 CPW 6020B
Zinc
16.7
Ng/L
4.67
10.0
1 04/04/23 01:27 CPW 6020B
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
H Beyond holding time
MQL Method Quantitation Limit
Page 19 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92442
Matrix: Aqueous
Sample ID: DUP-20230327
Sampled: 3/27/2023
16:45
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.243
Ng/L
1.80
5.00
1
04/07/23 17:50
MSA
V31828
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/07/23 17:50
MSA
V31828
Benzene
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:50
MSA
V31828
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/07/23 17:50
MSA
V31828
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 17:50
MSA
V31828
Bromoform
<1.50
ug/L
1.50
5.00
1
04/07/23 17:50
MSA
V31828
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/07/23 17:50
MSA
V31828
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/07/23 17:50
MSA
V31828
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:50
MSA
V31828
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/07/23 17:50
MSA
V31828
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/07/23 17:50
MSA
V31828
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/07/23 17:50
MSA
V31828
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:50
MSA
V31828
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/07/23 17:50
MSA
V31828
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/07/23 17:50
MSA
V31828
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/07/23 17:50
MSA
V31828
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/07/23 17:50
MSA
V31828
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/07/23 17:50
MSA
V31828
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/07/23 17:50
MSA
V31828
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/07/23 17:50
MSA
V31828
1,4-Dichlorobenzene
0.2263
Ng/L
0.210
0.500
1
04/07/23 17:50
MSA
V31828
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/07/23 17:50
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 20 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92442
Matrix: Aqueous
Sample ID: DUP-20230327
Sampled: 3/27/2023
16:45
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/07/23 17:50
MSA
V31828
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/07/23 17:50
MSA
V31828
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/07/23 17:50
MSA
V31828
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/07/23 17:50
MSA
V31828
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/07/23 17:50
MSA
V31828
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/07/23 17:50
MSA
V31828
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/07/23 17:50
MSA
V31828
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/07/23 17:50
MSA
V31828
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/07/23 17:50
MSA
V31828
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/07/23 17:50
MSA
V31828
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/07/23 17:50
MSA
V31828
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/07/23 17:50
MSA
V31828
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/07/23 17:50
MSA
V31828
Styrene
<0.220
ug/L
0.220
0.500
1
04/07/23 17:50
MSA
V31828
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 17:50
MSA
V31828
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 17:50
MSA
V31828
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:50
MSA
V31828
Tetrahydrofuran
<1.50
ug/L
1.50
10.0
1
04/07/23 17:50
MSA
V31828
Toluene
<0.220
Ng/L
0.220
0.500
1
04/07/23 17:50
MSA
V31828
1,1,1-Trichloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 17:50
MSA
V31828
1,1,2-Trichloroethane
<0.096
Ng/L
0.096
0.500
1
04/07/23 17:50
MSA
V31828
Trichloroethene
<0.180
ug/L
0.180
0.500
1
04/07/23 17:50
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 21 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92442 Matrix: Aqueous
Sample ID: DUP-20230327 Sampled: 3/27/2023 16:45
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichlorofluoromethane <0.180
1,2,3-Trichloropropane <0.270
Vinyl Acetate <1.00
Vinyl Chloride <0.170
o-Xylene <0.210
m,p-Xylene <0.420
Xylene (Total) <0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31827 04/07/23 09:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.270 1.00
Ng/L
1.00 2.00
Pg/L
0.170 0.500
Ng/L
0.210 0.500
Pg/L
0.420 1.00
Ng/L
0.210 0.500
102
Limits: 80-124%
100
Limits: 75-129%
104
Limits: 63-136%
99.4
Limits: 77-123%
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
1 04/07/23 17:50 MSA V31828
H Beyond holding time
MQL Method Quantitation Limit
Page 22 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92443
Matrix: Aqueous
Sample ID : TB-20230327
Sampled: 3/27/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/07/23 14:35
MSA
V31828
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/07/23 14:35
MSA
V31828
Benzene
<0.180
Ng/L
0.180
0.500
1
04/07/23 14:35
MSA
V31828
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/07/23 14:35
MSA
V31828
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 14:35
MSA
V31828
Bromoform
<1.50
ug/L
1.50
5.00
1
04/07/23 14:35
MSA
V31828
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/07/23 14:35
MSA
V31828
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/07/23 14:35
MSA
V31828
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/07/23 14:35
MSA
V31828
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/07/23 14:35
MSA
V31828
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/07/23 14:35
MSA
V31828
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/07/23 14:35
MSA
V31828
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/07/23 14:35
MSA
V31828
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/07/23 14:35
MSA
V31828
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/07/23 14:35
MSA
V31828
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/07/23 14:35
MSA
V31828
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/07/23 14:35
MSA
V31828
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/07/23 14:35
MSA
V31828
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/07/23 14:35
MSA
V31828
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/07/23 14:35
MSA
V31828
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/07/23 14:35
MSA
V31828
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/07/23 14:35
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 23 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92443
Matrix: Aqueous
Sample ID : TB-20230327
Sampled: 3/27/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V31827
04/07/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/07/23 14:35
MSA
V31828
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/07/23 14:35
MSA
V31828
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/07/23 14:35
MSA
V31828
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/07/23 14:35
MSA
V31828
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/07/23 14:35
MSA
V31828
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/07/23 14:35
MSA
V31828
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/07/23 14:35
MSA
V31828
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/07/23 14:35
MSA
V31828
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/07/23 14:35
MSA
V31828
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/07/23 14:35
MSA
V31828
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/07/23 14:35
MSA
V31828
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/07/23 14:35
MSA
V31828
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/07/23 14:35
MSA
V31828
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/07/23 14:35
MSA
V31828
Styrene
<0.220
Ng/L
0.220
0.500
1
04/07/23 14:35
MSA
V31828
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/07/23 14:35
MSA
V31828
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 14:35
MSA
V31828
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/07/23 14:35
MSA
V31828
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/07/23 14:35
MSA
V31828
Toluene
<0.220
ug/L
0.220
0.500
1
04/07/23 14:35
MSA
V31828
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/07/23 14:35
MSA
V31828
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/07/23 14:35
MSA
V31828
Qualifiers/ DF Dilution Factor
H
Beyond holding time
Definitions J Estimated value
MQL
Method Quantitation
Limit
Page 24 of 66

Waypoint. 0 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01015 Project ID
Anchor QEA of North Carolina, PLLC Project Jackson County LF
Jessica Mayers Report Date : 04/28/2023
231 Haywood Street Information : Received : 03/29/2023
Asheville , NC 28801
Report Number : 23-088-0002 REPOR T OF A NA L YSIS
Lab No : 92443 Matrix: Aqueous
Sample ID : TB-20230327 Sampled: 3/27/2023 0:00
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichloroethene
<0.180
Trichlorofluoromethane
<0.180
1,2,3-Trichloropropane
<0.270
Vinyl Acetate
<1.00
Vinyl Chloride
<0.170
o-Xylene
<0.210
m,p-Xylene
<0.420
Xylene (Total)
<0.21
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions J Estimated value
Prep Batch(es): V31827 04/07/23 09:00
Units MDL MQL DF Date / Time By Analytical
Analyzed Batch
Ng/L
0.180 0.500
Pg/L
0.180 0.500
Ng/L
0.270 1.00
Pg/L
1.00 2.00
Ng/L
0.170 0.500
Pg/L
0.210 0.500
Ng/L
0.420 1.00
Pg/L
0.210 0.500
103
Limits: 80-124%
100
Limits: 75-129%
106
Limits: 63-136%
98.4
Limits: 77-123%
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
1 04/07/23 14:35 MSA V31828
H Beyond holding time
MQL Method Quantitation Limit
Page 25 of 66

ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Waypoint Analytical
449 Springbrook Rd
Charlotte, NC 28217
ATTENTION
Angie Overcash
PROJECTID
23-088-0002
LABORATORY REPORT
NUMBER
223033013
DATE
04/28/2023
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amick
Project Manager, Access Analytical, Inc.
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Pace Analytical Gulf Coast, 7979
Innovation Park Dr., Baton Rouge, LA 70820.
- Pace Gulf Coast is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab #
LA-01955, NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of Pace Guld Coast serving clients in the SC/NC/GA areas. All questions regarding this report
should be directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 223033013 04/26/2023 11:56 Page 1 of 16
Page 26 of 66

LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
Analytical
ANALYTICAL RESULTS
•.,N� J
Pace Analytical Gulf Coast
7979 innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 04/26/2023
Report N 223033013
I1II �1I 1 1�i 1 1 I��I �1�I I
Project 23-088-0002
Samples Collected 3/27/23
ACCREDITED
CERT ? 6429.01
Lab Report#: 223033013 04/26/2023 11:56 Page 2 of 16
Page 27 of 66

Report#: 223033013
arraryiecar'
Project ID: 23-088-0002 Report Date: 04/26/2023
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CIF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
Pace Gulf Coast Report 223033013
Lab Report#: 223033013 04/26/2023 11:56 Page 3 of 16
Page 28 of 66

!"aceA eVica!
Report#: 223033013
Project ID: 23-088-0002
Certifications
Report Date: 04/26/2023
Certification
Certification Number
A2LA Accredited (DoD ELAP-QSM 5.4)
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 223033013 04/26/2023 11:56 Page 4 of 16
Page 29 of 66

ceAnalyfrca! Report#: 223033013
Project ID: 23-088-0002 Report Date: 04/26/2023
Case Narrative
Client: Access Analytical Report: 223033013
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
VOLATILES GAS CHROMATOGRAPHY
In the AM20GAX analysis for analytical batch 762901, Methane was detected at an estimated concentration in the method blank.
This is probable laboratory contamination.
Lab Report#: 223033013 04/26/2023 11:56 Page 5 of 16
Page 30 of 66

aceA��alyirca!
Report#: 223033013
Project ID: 23-088-0002
Report Date:
04/26/2023
Sample Summary
Lab ID
Client ID Matrix
Collect Date
Receive Date
22303301301
MW-03-20230327 Water
3/27/23 16:45
3/30/23 09:32
22303301302
MW-07-20230327 Water
3/27/23 11:38
3/30/23 09:32
22303301303
DUP-20230327 Water
3/27/23 16:45
3/30/23 09:32
22303301304
MW-07-20230327 Bubble Strip
3/27/23 11:38
3/30/23 09:32
Lab Report#: 223033013 04/26/2023 11:56 Page 6 of 16
Page 31 of 66

ceAnalyfrca!
Report#:
223033013
Project ID:
23-088-0002
Report Date: 04/26/2023
Detect Summary
Results and Detection Limits are adjusted for dilution and
moisture when applicable
AM23G
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303301301
MW-03-20230327
Lactic Acid
mg/L
0.39J
1
NA
22303301301
MW-03-20230327
Acetic Acid
mg/L
0.78
1
NA
22303301301
MW-03-20230327
Propionic Acid
mg/L
0.094J
1
NA
22303301301
MW-03-20230327
Formic Acid
mg/L
6.1
1
NA
22303301301
MW-03-20230327
Butyric Acid
mg/L
0.061J
1
NA
22303301301
MW-03-20230327
Hexanoic Acid
mg/L
0.13J
1
NA
22303301302
MW-07-20230327
Acetic Acid
mg/L
0.52
1
NA
22303301302
MW-07-20230327
Propionic Acid
mg/L
0.12J
1
NA
22303301302
MW-07-20230327
Formic Acid
mg/L
5.3
1
NA
22303301302
MW-07-20230327
Pyruvic Acid
mg/L
0.21J
1
NA
22303301303
DUP-20230327
Lactic Acid
mg/L
0.55
1
NA
22303301303
DUP-20230327
Acetic Acid
mg/L
0.73
1
NA
22303301303
DUP-20230327
Propionic Acid
mg/L
0.082J
1
NA
22303301303
DUP-20230327
Formic Acid
mg/L
5.7
1
NA
22303301303
DUP-20230327
Hexanoic Acid
mg/L
0.111
1
NA
AM20GAX
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303301301
MW-03-20230327
Methane
ug/L
2.2J
1
NA
22303301302
MW-07-20230327
Methane
ug/L
570
1
NA
22303301302
MW-07-20230327
Ethane
ug/L
0.24J
1
NA
22303301302
MW-07-20230327
Ethene
ug/L
0.25J
1
NA
22303301303
DUP-20230327
Methane
ug/L
2.7J
1
NA
22303301304
MW-07-20230327
Hydrogen
nM
2.6
1
NA
EPA RSK-175
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303301301
MW-03-20230327
Carbon Dioxide
ug/L
51400
1
NA
22303301302
MW-07-20230327
Carbon Dioxide
ug/L
341000
1
NA
22303301303
DUP-20230327
Carbon Dioxide
ug/L
56300
1
NA
Lab Report#: 223033013 04/26/2023 11:56 Page 7 of 16
Page 32 of 66

Report#: 223033013
Project ID: 23-088-0002 Report Date: 04/26/2023
Sample Results
MW-03-20230327 Collect Date 03/27/2023 16:45 Lab ID 22303301301
Receive Date 03/30/2023 09:32 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/06/23 20:35 763357 BDP NA
CAS# Parameter Result DL LOQ Units
124-38-9 Carbon Dioxide 51400 585 1200 ug/L
AM23G
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/21/23 21:24 764158 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.39J
0.053
0.50
mg/L
64-19-7
Acetic Acid
0.78
0.12
0.50
mg/L
79-09-4
Propionic Acid
0.094J
0.053
0.50
mg/L
64-18-6
Formic Acid
6.1
0.055
0.50
mg/L
107-92-6
Butyric Acid
0.061J
0.058
0.50
mg/L
127-17-3
Pyruvic Acid
0.060U
0.060
0.50
mg/L
503-74-2
i-Pentanoic Acid
0.061 U
0.061
0.50
mg/L
109-52-4
Pentanoic Acid
0.056U
0.056
0.50
mg/L
646-07-1
i-Hexanoic Acid
0.056U
0.056
0.50
mg/L
142-62-1
Hexanoic Acid
0.13J
0.058
0.50
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 06:18 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
2.2,1
2.0
5.0
ug/L
74-84-0
Ethane
0.17U
0.17
1.0
ug/L
74-85-1
Ethene
0.24U
0.24
1.0
ug/L
MW-07-20230327 Collect Date 03/27/2023 11:38 Lab ID 22303301302
Receive Date 03/30/2023 09:32 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/06/23 20:19 763357 BDP NA
CAS# Parameter
124-38-9 Carbon Dioxide
Result DL LOQ
341000 585 1200
Units
ug/L
Lab Report#: 223033013 04/26/2023 11:56 Page 8 of 16
Page 33 of 66

Report#: 223033013
Project ID: 23-088-0002 Report Date: 04/26/2023
Sample Results
MW-07-20230327 Collect Date 03/27/2023 11:38 Lab ID 22303301302
Receive Date 03/30/2023 09:32 Matrix Water
AM23G
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/21/23 23:59 764158 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.053U
0.053
0.50
mg/L
64-19-7
Acetic Acid
0.52
0.12
0.50
mg/L
79-09-4
Propionic Acid
0.12J
0.053
0.50
mg/L
64-18-6
Formic Acid
5.3
0.055
0.50
mg/L
107-92-6
Butyric Acid
0.058U
0.058
0.50
mg/L
127-17-3
Pyruvic Acid
0.21J
0.060
0.50
mg/L
503-74-2
i-Pentanoic Acid
0.061 U
0.061
0.50
mg/L
109-52-4
Pentanoic Acid
0.056U
0.056
0.50
mg/L
646-07-1
i-Hexanoic Acid
0.056U
0.056
0.50
mg/L
142-62-1
Hexanoic Acid
0.058U
0.058
0.50
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 06:34 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
570
2.0
5.0
ug/L
74-84-0
Ethane
0.24J
0.17
1.0
ug/L
74-85-1
Ethene
0.25J
0.24
1.0
ug/L
DUP-20230327 Collect Date 03/27/2023 16:45 Lab ID 22303301303
Receive Date 03/30/2023 09:32 Matrix Water
EPA RSK-175
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/06/23 20:51 763357 BDP NA
CAS# Parameter Result DL LOQ Units
124-38-9 Carbon Dioxide 56300 585 1200 ug/L
AM23G
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/22/23 00:50 764158 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
50-21-5
Lactic Acid
0.55
0.053
0.50
mg/L
64-19-7
Acetic Acid
0.73
0.12
0.50
mg/L
79-09-4
Propionic Acid
0.082J
0.053
0.50
mg/L
64-18-6
Formic Acid
5.7
0.055
0.50
mg/L
107-92-6
Butyric Acid
0.058U
0.058
0.50
mg/L
Lab Report#: 223033013 04/26/2023 11:56 Page 9 of 16
Page 34 of 66

Report#: 223033013
Project ID: 23-088-0002 Report Date: 04/26/2023
Sample Results
DUP-20230327 Collect Date 03/27/2023 16:45 Lab ID 22303301303
Receive Date 03/30/2023 09:32 Matrix Water
AM23G (Continued)
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 04/22/23 00:50 764158 LHM NA
CAS#
Parameter
Result
DL
LOQ
Units
127-17-3
Pyruvic Acid
0.060LI
0.060
0.50
mg/L
503-74-2
i-Pentanoic Acid
0.061 U
0.061
0.50
mg/L
109-52-4
Pentanoic Acid
0.056U
0.056
0.50
mg/L
646-07-1
i-Hexanoic Acid
0.056U
0.056
0.50
mg/L
142-62-1
Hexanoic Acid
0.111
0.058
0.50
mg/L
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 06:50 762901 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
74-82-8
Methane
2.7,1
2.0
5.0
ug/L
74-84-0
Ethane
0.17U
0.17
1.0
ug/L
74-85-1
Ethene
0.241J
0.24
1.0
ug/L
MW-07-20230327 Collect Date 03/27/2023 11:38 Lab ID 22303301304
Receive Date 03/30/2023 09:32 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/31/23 06:46 762899 LMB NA
CAS# Parameter
1333-74-0 Hydrogen
Result
DL
LOQ
Units
2.6
0.49
1.9
nM
Lab Report#: 223033013 04/26/2023 11:56 Page 10 of 16
Page 35 of 66

2"Arialyirca!
Report#: 223033013
Project ID: 23-088-0002
GC Volatiles QC Summary
Report Date: 04/26/2023
Analytical Batch Client ID
MB763357
LCS763357
LCSD763357
763357 Lab ID
2470106
2470107
2470117
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/06/23 20:03
04/06/23 19:31
04/06/23 19:47
Matrix
Water
Water
Water
EPA RSK-175
Units
ug/L
Spike
Result
%R
I
Control
Spike
I Result
%R
RPD
RPD
Result
DLI
Added
Limits%R
1 Added
Limit
Carbon Dioxide 124-38-9
585U
1 5851
338001
37900
112
38 - 147
1 338001
38300
1131
1
40
Lab Report#: 223033013 04/26/2023 11:56 Page 11 of 16
Page 36 of 66

2"Analyirca!
Report#: 223033013
Project ID: 23-088-0002
General Chemistry QC Summary
Report Date: 04/26/2023
Analytical Batch Client ID
MB764158
LCS764158
LCSD764158
764158 Lab ID
2474382
2474383
2474384
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
04/21/23 17:58
04/21/23 18:50
04/21/23 19:41
Matrix
Water
Water
Water
AM23G
Units
mg/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Lactic Acid
50-21-5
0.053U
0.053
2.0
2.2
109
70 - 130
2.0
2.2
110
1
20
Acetic Acid
64-19-7
0.12U
0.12
2.0
2.1
106
70 - 130
2.0
2.1
106
0
20
Propionic Acid
79-09-4
0.053U
0.053
2.0
2.1
104
70 - 130
2.0
2.1
105
1
20
Formic Acid
64-18-6
0.055U
0.055
2.0
1.9
96
70 - 130
2.0
2.0
98
3
20
Butyric Acid
107-92-6
0.058U
0.058
2.0
2.0
102
70 - 130
2.0
2.1
105
3
20
Pyruvic Acid
127-17-3
0.060U
0.060
2.0
2.0
99
70 - 130
2.0
2.0
101
2
20
i-Pentanoic Acid
503-74-2
0.061 U
0.061
2.0
2.0
99
70 - 130
2.0
2.1
104
5
20
Pentanoic Acid
109-52-4
0.056U
0.056
2.0
2.0
102
70 - 130
2.0
2.1
105
2
20
i-Hexanoic Acid
646-07-1
0.056U
0.056
2.0
1.6
80
70 - 130
2.0
1.7
86
7
20
Hexanoic Acid
142-62-1
0.058U
0.058
2.0
2.0
98
70 - 130
2.0
2.0
102
5
20
Lab Report#: 223033013 04/26/2023 11:56 Page 12 of 16
Page 37 of 66

2"Arialyirca!
Report#: 223033013
Project ID: 23-088-0002
General Chromatography QC Summary
Report Date: 04/26/2023
Analytical Batch Client ID
MB762899
LCS762899
LCSD762899
762899 Lab ID
2467874
2467875
2467876
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/31/23 06:34
03/31/23 06:06
03/31/23 06:21
Matrix
Bubble Strip
Bubble Strip
Bubble Strip
AM20GAX
Units
nM
Spike
Result
%R
Control
Spike
Result
%R
I
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Hydrogen 1333-74-0
0.49U
1 0.49
121
12
199
1 70 - 130
121
1311101
10
1 20
Analytical Batch
Client ID
MB762901
LCS762901
LCSD762901
762901
Lab ID
2467877
2467878
2467879
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/31/23 05:48
03/31/23 05:16
03/31/23 05:32
Matrix
Water
Water
Water
AM20GAX
Units
ug/L
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Methane
74-82-8
2.2J
2.0
380
340
90
70-130
380
380
101
11
20
Ethane
74-84-0
0.17U
0.17
97
100
103
70 - 130
97
110
116
12
20
Ethene
74-85-1
0.24U
0.24
120
120
102
70-130
120
140
115
12
20
Lab Report#: 223033013 04/26/2023 11:56 Page 13 of 16
Page 38 of 66

N
�
N
U
r N
cl)
n
0
�
r
0
"
CO
o O
LA
M
cN V'l ❑
M
O tl]
it
(N
CC
N c
G Q
U
0
CL
N w
a Q
n
N
� c
�
3
�
3
O
A
CLn
0 Q
W
3
0.
x
W
O
[+7
Pi
Ln p
�n 0. ••
Q � 1�•I
o m m
t t
N a a
n W li
i
rro
C Lu
-
w o
rro ruo
E
w o
O C
C
C 9
1LOco
n
ro
an
co 0 Q
M O S
m O
T u
U w
a
v
�
G1 fo
0,1 Nfu
N 0] i9
N W fv
t
J -D
J
[4
o
u Y
CO
o
a
CD
�+'7
�
N N
N N
N N
OJ
Q tj rT
Q Q
GI
Q Q
Q Q
D o U)
Q. Ll7
'= S 6l
Q Q
N N
f, qfu r
M r+1
7 -I-
qr
U
J rn M
rn rn
rn 6+
x
C
L
m
or a
a
s a
`a
s
s
N
1
0
N
N
N
N
L1i M4
Mo
O
O
N
rn+!
N
N
N
O
O
O
+ A
O
O
C.
0 MM
Q
G
O
N
CDn
N
z
M:
z
n
❑
Ln
aka
Ln
m
In
CD
In
Ln
sfl
Ul
Ym
�a
:�
;�Qj
N
N
N
N
N
N
aC. >
0 CD0
N
N
b
0
v
o
`
`
C
`
C
Yo
co
m
rc7
C7
m
f+'7
n'7
n
Vl 0
0
0
0
0
0
v
N
G�
D
01 M
rn
rn
rn
m
M
U
rn
M
Q �.
O
V
C
fi
p
m
o
O
r,
a r"
m
Ln
c
o
o
a
s
o
o
0
0
0
o
Q
t, o
m
o
a
OD
o
CD
0
co
0
00
O m
m
m
m
m
m
Q
a
n
n
a
o
01 to
M
M
rn
M
rn
Q�. N
its
ref
-
Cy
"
ty
Q
v
v
�
O �
Q
O
�
C
CO
7
u
7
r6
G]
u
iV
r =
N
/\�j
d
V'
�
O
O
C
a-
Paa
�
C
L
Ln
vm
¢
C
v
N
6
C
v
U7
Q'
G
LO
m
N
O
N
04
N
7
O
CV)
O
(M
CM
O
m
N
N
0
O
n
Q
(0
J
Page 39 of 66

CO
o
waypA
03/29/2023 14:23:35
Export Batch Report
Export Batch Id : 3313EXP
To: pace Analytical Services, Inc. - LA
7979 Innovation Park Drive
Baton Rouge, LA 70820
504-469-0333
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.579.6364
www.wayp o i n to n a lyti ca I. co m
Page 1 of 1
Created:
3/29/2023 14:23:04
Computer:
WPALMS-015
User:
Angela D Overcash
Project Manager:
Angela D Overcash
From:
Waypoint Analytical, LLC (Charlotte)
449 5pringbrook Road
Charlotte, NC 28217
704-529-6364
Report No Sample bate Rush Matrix Lab No Method No Fee Code Description r
23-088-0007 03/2712023 16:45 AQU 92439 RSK-175 {SUB} RSK-175 (Carbon Dioxide SUB)
23-088-0002 03/27/2023 11:38 AQU 92440 RSK-175 {SUB) RSK-175 (Carbon Dioxide SUB)
23-088-0002 03/27/2023 16:45 AQU 92442 RSK-175 (SUB) RSK-175 (Carbon Dioxide SUB)
Client ID: 4565 - Access Analytical
SDG: 2230331113
PM: RVIIe
Sampled By
l
Method of Shipme
Blank / Cooler Temp.
5 5l=3,5'
l Remarks
-7711 0101 a 160
Relinquished B (sign)
Date J Time � �
Received By (sign)
Date /Time
Relinquished By (sign)
FcZx
Date / Time
ReCelved n}
Date / Time
3-3o-a3 3
1
CO
0
(M
CO
0
M
N
N
0
C
Q
J
Page 40 of 66

O
❑
❑
1 ❑
❑ 1
J
U
W
2
U
Z
W
U
W
W
J
�
Q
.�
k
\
❑
❑
2
q
�
❑
❑ �
� ❑
�
�
�
2
�
/
k
§
Cl.
�
(
\
f
§
w
0
«
k
ƒ
■
b
/
±
0
0
&
2
\
j
\
J
Page 41 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County LF
Report No:
23-088-0002
QC Analytical Batch:
V31484
Analysis Method:
2320B-2011
Analysis Description:
Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92439, 92441, 92442
Blank MDL
MQL
Analyzed
Parameter
Units Result
Alkalinity (as CaCO3)
pg/L <800 800
5000
03/31/23 16:00
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec % Rec
Parameter
Units Conc.
Result
Limits
Alkalinity (as CaCO3)
pg/L 250000
251000
100 90-110
Duplicate
V 92265-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter
Units Result
Alkalinity (as CaCO3)
pg/L 217000 204000
6.1 20
03/31/23 16:00
Date: 04/28/2023 01:31 PM Page 1 of 22
Page 42 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Analytical Batch: V31425
Analysis Method: 4500S2F-2011
Analysis Description: Sulfide
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92439, 92440, 92442
Blank MDL MQL Analyzed
Parameter Units Result
Sulfide pg/L <830 830 2000 03/30/2311:50
Laboratory Control Sample LCS
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Sulfide
pg/L 10000 9000
90.0 70-122
Date: 04/28/2023 01:31 PM Page 2 of 22
Page 43 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Analytical Batch: V31527
Analysis Method: 5210B-2015
Analysis Description: Biochemical Oxygen Demand (BOD)
Glucose-Glutamic Acid GGA
Result Range Analyzed
Parameter Units
Biochemical Oxygen Demand (5-day) Ng/L 202 167.5-228.E 03/29/23 09:52
Duplicate V 92358-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Biochemical Oxygen Demand (5-day) Ng/L 163000 161000 1.2 30 03/29/23 09:52
Date: 04/28/2023 01:31 PM Page 3 of 22
Page 44 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Analytical Batch: V31605
Analysis Method: 5220D-2011
Analysis Description: Chemical Oxygen Demand (COD)
Lab Reagent Blank LRB
Matrix: AQU
Associated Lab Samples: 92439, 92442
Blank MDL
MQL
Analyzed
Parameter Units Result
COD (Chemical Oxygen Demand) pg/L <8000 8000
30000
04/05/23 10:40
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units Conc.
Result
Limits
COD (Chemical Oxygen Demand) pg/L 50000
50000
100
90-110
Matrix Spike & Matrix Spike Duplicate V 92587-MS V 92587-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter Units Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
COD (Chemical Oxygen Demand) pg/L 23000 50000
50000 66000
68000 86.0
90.0 80-120 2.9 20
Date: 04/28/2023 01:31 PM Page 4 of 22
Page 45 of 66

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality
Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County LF
Report No:
23-088-0002
QC Prep:
L675528
QC Analytical Batch(es): L675531
QC Prep Batch Method:
5310C-2011
Analysis Method:
5310C-2011
Analysis Description:
Total Organic Carbon
Lab Reagent Blank
LRB-1-675528
Matrix: AQU
Associated Lab Samples:
92439, 92440, 92442
Blank MDL
MQL
Analyzed
Parameter
Units
Result
TOC
mg/L
<0.682 0.682
1.00
04/10/23 21:11
Laboratory Control Sample
LCS-1-675528
Spike
LCS
LCS %Rec % Rec
Parameter
Units
Conc.
Result
Limits
TOC
mg/L
5.00
4.92
98.0 85-115
Duplicate
G 60518-DUP-L675528
Result DUP
RPD Max RPD
Analyzed
Parameter
Units
Result
TOC
mg/L
< 1.00 <1.00
0.0 15.0
04/11/23 04:09
Matrix Spike
G 60517-MS-L675528
MS Spike
MSD MS Result
MSD MS %Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec Limits RPD
Conc.
TOC
mg/L
0.975 5.26
5.85
111 85-115
Date: 04/28/2023 01:31 PM Page 5 of 22
Page 46 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: L673196 QC Analytical Batch(es): L673616,L673995
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-673196 Matrix: AQU
Associated Lab Samples: 92439, 92440, 92442
Parameter
Units
Blank
Result
MDL
MQL
Analyzed
Antimony
pg/L
<0.618
0.618
1.00
03/31/23 17:52
Arsenic
pg/L
<0.297
0.297
1.00
03/31/23 17:52
Barium
pg/L
<0.453
0.453
1.00
03/31/23 17:52
Beryllium
pg/L
<0.102
0.102
1.00
03/31/23 17:52
Cadmium
pg/L
<0.350
0.350
1.00
03/31/23 17:52
Chromium
pg/L
<0.346
0.346
1.00
03/31/23 17:52
Cobalt
pg/L
<0.060
0.060
1.00
03/31/23 17:52
Copper
pg/L
<0.489
0.489
1.00
03/31/23 17:52
Lead
pg/L
<0.264
0.264
1.00
03/31/23 17:52
Nickel
pg/L
<0.182
0.182
1.00
04/04/23 00:51
Selenium
pg/L
<0.703
0.703
1.00
03/31/23 17:52
Silver
pg/L
<0.0570
0.0570
1.00
03/31/23 17:52
Thallium
pg/L
<0.0610
0.0610
1.00
03/31/23 17:52
Vanadium
pg/L
<0.767
0.767
5.00
03/31/23 17:52
Zinc
pg/L
<4.67
4.67
10.0
04/04/23 00:51
Laboratory Control Sample LCS-L673196
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
105
105
80-120
Arsenic
pg/L
50.0
49.3
99.0
80-120
Barium
pg/L
100
99.1
99.0
80-120
Beryllium
pg/L
50.0
49.0
98.0
80-120
Cadmium
pg/L
10.0
9.99
100
80-120
Chromium
pg/L
100
98.6
99.0
80-120
Cobalt
pg/L
100
97.7
98.0
80-120
Copper
pg/L
50.0
48.5
97.0
80-120
Date: 04/28/2023 01:31 PM Page 6 of 22
Page 47 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: L673196 QC Analytical Batch(es): L673616,L673995
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-673196
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
49.6
99.0
80-120
Nickel
pg/L
50.0
47.8
96.0
80-120
Selenium
pg/L
100
98.0
98.0
80-120
Silver
pg/L
10.0
9.75
98.0
80-120
Thallium
pg/L
10.0
9.55
96.0
80-120
Vanadium
pg/L
500
490
98.0
80-120
Zinc
pg/L
500
467
93.0
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 92442-MS-L673196
MS Spike
Result Conc.
V 92442-MSD-L673196
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
108
106
108
106
75-125
1.8
20.0
Arsenic
pg/L
0.519
50.0
50.0
50.3
50.2
100
99.0
75-125
0.1
20.0
Barium
pg/L
103
100
100
207
204
104
101
75-125
1.4
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
48.5
49.2
97.0
98.0
75-125
1.4
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
10.0
9.88
100
99.0
75-125
1.2
20.0
Chromium
pg/L
1.43
100
100
101
102
100
101
75-125
0.9
20.0
Cobalt
pg/L
3.83
100
100
103
104
99.0
100
75-125
0.9
20.0
Copper
pg/L
3.42
50.0
50.0
50.2
51.6
94.0
96.0
75-125
2.7
20.0
Lead
pg/L
< 0.264
50.0
50.0
50.8
51.2
102
102
75-125
0.7
20.0
Nickel
pg/L
1.43
50.0
50.0
49.1
45.9
95.0
89.0
75-125
6.7
20.0
Selenium
pg/L
< 0.703
100
100
94.5
92.5
95.0
93.0
75-125
2.1
20.0
Silver
pg/L
< 0.0570
10.0
10.0
9.60
9.88
96.0
99.0
75-125
2.8
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
9.97
10.1
100
101
75-125
1.2
20.0
Vanadium
pg/L
< 0.767
500
500
501
501
100
100
75-125
0.0
20.0
Zinc
pg/L
16.7
500
500
486
469
94.0
90.0
75-125
3.5
20.0
Date: 04/28/2023 01:31 PM Page 7 of 22
Page 48 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: L673196 QC Analytical Batch(es): L673616,L673995
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 92442-PDS-L673196
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
49.7
99.0
03/31/23 19:22
Arsenic
pg/L
25.9
103
03/31/23 19:22
Barium
pg/L
98.8
97.0
03/31/23 19:22
Beryllium
pg/L
23.2
93.0
03/31/23 19:22
Cadmium
pg/L
5.02
100
03/31/23 19:22
Chromium
pg/L
49.6
98.0
03/31/23 19:22
Cobalt
Ng/L
50.3
97.0
03/31/23 19:22
Copper
pg/L
26.0
97.0
03/31/23 19:22
Lead
pg/L
24.9
99.0
03/31/23 19:22
Nickel
pg/L
23.8
93.0
04/04/23 01:50
Selenium
Ng/L
50.5
101
03/31/23 19:22
Silver
pg/L
4.74
95.0
03/31/23 19:22
Thallium
pg/L
5.01
100
03/31/23 19:22
Vanadium
pg/L
243
97.0
03/31/23 19:22
Zinc
pg/L
239
92.0
04/04/23 01:50
Date: 04/28/2023 01:31 PM Page 8 of 22
Page 49 of 66

•
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: L673784
QC Analytical Batch(es): L674000
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-1-673784
Matrix: AQU
Associated Lab Samples: 92439, 92440, 92442
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.130 0.130
0.200
04/04/23 13:34
Laboratory Control Sample
LCS-1-673784
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
5.00
5.04
101 80-120
Matrix Spike & Matrix Spike Duplicate
V 92551-MS-L673784 V 92551-MSD-L673784
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Mercury (Total) pg/L
<0.260 5.00
5.00 4.00
4.86 80.0 97.0 80-120 19.4 20
Post Digestion Spike
V 92551-PDS-L673784
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.53
91.0
04/04/23 14:16
Date: 04/28/2023 01:31 PM Page 9 of 22
Page 50 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V31426 QC Analytical Batch(es): V31427
QC Prep Batch Method: 5030B Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V31426 Matrix: AQU
Associated Lab Samples: 92439, 92440, 92442
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
1,4-Dioxane pg/L <0.139 0.139 2.00 03/30/23 09:39
4-Bromofluorobenzene (S) 03/30/23 09:39 111 70-130
Laboratory Control Sample LCS-V31426
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
1,4-Dioxane pg/L
50.0 46.8
93.6
70-130
4-Bromofluorobenzene (S)
98.0
70-130
Matrix Spike & Matrix Spike Duplicate
V 92499-MS-V31426 V 92499-MSD-V31426
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L 13.7 50.0 50.0 58.6 57.5 89.8 87.6 70-130 1.8 20.0
4-Bromofluorobenzene (S) 107 119 70-130
Date: 04/28/2023 01:31 PM Page 10 of 22
Page 51 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V31827
QC Prep Batch Method: 5030B
Lab Reagent Blank LRB-V31827
Associated Lab Samples: 92440, 92442, 92443
QC Analytical Batch(es): V31828
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/07/23 14:10
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/07/23 14:10
Benzene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/07/23 14:10
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
Bromoform
pg/L
<1.50
1.50
5.00
04/07/23 14:10
Bromomethane
pg/L
<0.280
0.280
1.00
04/07/23 14:10
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/07/23 14:10
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/07/23 14:10
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/07/23 14:10
Chloroethane
pg/L
<0.430
0.430
1.00
04/07/23 14:10
Chloroform
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Chloromethane
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/07/23 14:10
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/07/23 14:10
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/07/23 14:10
Dibromomethane
pg/L
<0.230
0.230
0.500
04/07/23 14:10
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/07/23 14:10
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/07/23 14:10
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/07/23 14:10
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/07/23 14:10
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/07/23 14:10
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/07/23 14:10
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Date:
04/28/2023 01:31 PM
Page 11 of 22
Page 52 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V31827
QC Prep Batch Method: 5030B
Lab Reagent Blank LRB-V31827
Associated Lab Samples: 92440, 92442, 92443
QC Analytical Batch(es): V31828
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/07/23 14:10
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/07/23 14:10
1,4-Dioxane
pg/L
<16.0
16.0
150
04/07/23 14:10
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/07/23 14:10
2-Hexanone
pg/L
<0.380
0.380
5.00
04/07/23 14:10
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/07/23 14:10
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/07/23 14:10
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/07/23 14:10
Styrene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/07/23 14:10
Toluene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/07/23 14:10
Trichloroethene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/07/23 14:10
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/07/23 14:10
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/07/23 14:10
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/07/23 14:10
o-Xylene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/07/23 14:10
4-Bromofluorobenzene (S)
04/07/23 14:10
102 80-124
Dibromofluoromethane (S)
04/07/23 14:10
101 75-129
1,2-Dichloroethane - d4 (S)
04/07/23 14:10
106 63-136
Date:
04/28/2023 01:31 PM
Page 12 of 22
Page 53 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County LF
Report No:
23-088-0002
QC Prep:
V31827
QC Analytical Batch(es): V31828
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis
Description:
Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V31827
Matrix: AQU
Associated Lab Samples:
92440, 92442, 92443
Blank MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
Toluene-d8 (S)
04/07/23 14:10
97.2
77-123
Laboratory Control Sample & LCSD
LCS-V31827 LCSD-V31827
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
a/o Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
62.5
46.6
156
117
40-166
29.1*
20.0
Benzene
pg/L
20.0
19.8
19.9
99.0
99.5
77-128
0.5
20.0
Bromochloromethane
pg/L
20.0
21.1
21.2
106
106
78-135
0.4
20.0
Bromodichloromethane
pg/L
20.0
20.3
20.1
102
101
76-138
0.9
20.0
Bromoform
pg/L
20.0
24.8
21.8
124
109
71-135
12.8
20.0
Bromomethane
pg/L
20.0
15.9
18.6
79.5
93.0
41-168
15.6
20.0
Carbon Disulfide
pg/L
20.0
20.0
20.4
100
102
59-135
1.9
20.0
Carbon Tetrachloride
pg/L
20.0
20.1
20.3
101
102
72-142
0.9
20.0
Chlorobenzene
pg/L
20.0
19.3
19.1
96.5
95.5
78-119
1.0
20.0
Chlorodibromomethane
pg/L
20.0
23.1
22.0
116
110
75-134
4.8
20.0
Chloroethane
pg/L
20.0
20.5
21.1
103
106
57-142
2.8
20.0
Chloroform
pg/L
20.0
20.4
20.2
102
101
77-130
0.9
20.0
Chloromethane
pg/L
20.0
19.5
20.7
97.5
104
47-145
5.9
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
19.7
19.4
98.5
97.0
60-154
1.5
20.0
1,2-Dibromoethane
pg/L
20.0
22.4
21.7
112
109
77-135
3.1
20.0
Dibromomethane
pg/L
20.0
21.9
22.4
110
112
76-138
2.2
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
21.8
22.0
109
110
70-130
0.9
20.0
1,2-Dichlorobenzene
pg/L
20.0
20.7
20.4
104
102
78-128
1.4
20.0
1,4-Dichlorobenzene
pg/L
20.0
20.0
19.9
100
99.5
75-126
0.5
20.0
Dichlorodifluoromethane
pg/L
20.0
23.2
20.8
116
104
28-163
10.9
20.0
1,1-Dichloroethane
pg/L
20.0
19.8
20.0
99.0
100
70-130
1.0
20.0
* QC Fail
Date:
04/28/2023 01:31 PM
Page 13 of 22
Page 54
of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V31827 QC Analytical Batch(es): V31828
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V31827 LCSD-V31827
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
1,2-Dichloroethane
pg/L
20.0
21.4
21.3
107
107
68-131
0.4
20.0
1,1-Dichloroethene
pg/L
20.0
19.6
20.9
98.0
105
70-154
6.4
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.4
19.5
97.0
97.5
76-141
0.5
20.0
trans-1,2-Dichloroethene
pg/L
20.0
19.2
19.2
96.0
96.0
76-135
0.0
20.0
1,2-Dichloropropane
pg/L
20.0
18.7
18.9
93.5
94.5
77-130
1.0
20.0
cis-1,3-Dichloropropene
pg/L
20.0
20.5
20.8
103
104
65-140
1.4
20.0
trans-1,3-Dichloropropene
pg/L
20.0
21.6
21.3
108
107
67-140
1.3
20.0
Ethylbenzene
pg/L
20.0
20.0
19.5
100
97.5
80-127
2.5
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
25.8
25.8
129
129
71-134
0.0
20.0
Methylene Chloride
pg/L
20.0
18.7
18.7
93.5
93.5
73-131
0.0
20.0
Styrene
pg/L
20.0
20.6
19.8
103
99.0
78-129
3.9
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
20.8
20.8
104
104
79-134
0.0
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
25.2
23.5
126
118
62-127
6.9
20.0
Tetrachloroethene
pg/L
20.0
20.6
20.1
103
101
80-129
2.4
20.0
Tetrahydrofuran
pg/L
20.0
24.4
23.6
122
118
70-130
3.3
20.0
Toluene
pg/L
20.0
20.2
20.1
101
101
76-131
0.4
20.0
1,1,1-Trichloroethane
pg/L
20.0
19.7
20.3
98.5
102
75-135
3.0
20.0
1,1,2-Trichloroethane
pg/L
20.0
22.5
22.1
113
111
70-140
1.7
20.0
Trichloroethene
pg/L
20.0
19.7
19.6
98.5
98.0
77-133
0.5
20.0
Trichlorofluoromethane
pg/L
20.0
23.4
22.2
117
111
62-148
5.2
20.0
Vinyl Acetate
pg/L
20.0
24.1
21.9
121
110
34-167
9.5
20.0
Vinyl Chloride
pg/L
20.0
20.7
21.4
104
107
57-141
3.3
20.0
o-Xylene
pg/L
20.0
20.5
19.8
103
99.0
78-128
3.4
20.0
m,p-Xylene
pg/L
40.0
41.5
40.9
104
102
77-133
1.4
20.0
4-Bromofluorobenzene (S)
102
101
80-124
Dibromofluoromethane (S)
101
102
75-129
Date: 04/28/2023 01:31 PM
Page 14 of 22
Page 55
of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V31827
QC Analytical Batch(es): V31828
QC Prep Batch Method: 5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V31827 LCSD-V31827
Spike LCS LCSD
LCS
LCSD
% Rec
Parameter Units
Conc. Result Result
%Rec
% Rec
Limits RPD
1,2-Dichloroethane - d4 (S)
109
111
63-136
Toluene-d8 (S)
99.8
99.2
77-123
Date: 04/28/2023 01:31 PM Page 15 of 22
Page 56 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V32532
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V32533
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32532 Matrix: AQU
Associated Lab Samples: 92439
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/07/23 14:10
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/07/23 14:10
Benzene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/07/23 14:10
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
Bromoform
pg/L
<1.50
1.50
5.00
04/07/23 14:10
Bromomethane
pg/L
<0.280
0.280
1.00
04/07/23 14:10
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/07/23 14:10
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/07/23 14:10
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/07/23 14:10
Chloroethane
pg/L
<0.430
0.430
1.00
04/07/23 14:10
Chloroform
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Chloromethane
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/07/23 14:10
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/07/23 14:10
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/07/23 14:10
Dibromomethane
pg/L
<0.230
0.230
0.500
04/07/23 14:10
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/07/23 14:10
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/07/23 14:10
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/07/23 14:10
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/07/23 14:10
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/07/23 14:10
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/07/23 14:10
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Date:
04/28/2023 01:31 PM
Page 16 of 22
Page 57 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V32532 QC Analytical Batch(es): V32533
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32532 Matrix: AQU
Associated Lab Samples: 92439
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/07/23 14:10
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/07/23 14:10
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/07/23 14:10
2-Hexanone
pg/L
<0.380
0.380
5.00
04/07/23 14:10
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/07/23 14:10
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/07/23 14:10
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/07/23 14:10
Styrene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/07/23 14:10
Toluene
pg/L
<0.220
0.220
0.500
04/07/23 14:10
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/07/23 14:10
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/07/23 14:10
Trichloroethene
pg/L
<0.180
0.180
0.500
04/07/23 14:10
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/07/23 14:10
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/07/23 14:10
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/07/23 14:10
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/07/23 14:10
o-Xylene
pg/L
<0.210
0.210
0.500
04/07/23 14:10
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/07/23 14:10
4-Bromofluorobenzene (S)
04/07/23 14:10
102 80-124
Dibromofluoromethane (S)
04/07/23 14:10
101 75-129
1,2-Dichloroethane - d4 (S)
04/07/23 14:10
106 63-136
Date:
04/28/2023 01:31 PM
Page 17 of 22
Page 58 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V32532 QC Analytical Batch(es): V32533
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32532 Matrix: AQU
Associated Lab Samples: 92439
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8 (S) 04/07/23 14:10 97.2 77-123
Laboratory Control Sample & LCSD LCS-V32532 LCSD-V32532
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
62.5
46.6
156
117
40-166
Acrylonitrile
pg/L
40.0
53.8
46.0
135*
115
81-127
Benzene
pg/L
20.0
19.8
19.9
99.0
99.5
77-128
Bromochloromethane
pg/L
20.0
21.1
21.2
106
106
78-135
Bromodichloromethane
pg/L
20.0
20.3
20.1
102
101
76-138
Bromoform
pg/L
20.0
24.8
21.8
124
109
71-135
Bromomethane
pg/L
20.0
15.9
18.6
79.5
93.0
41-168
Carbon Disulfide
pg/L
20.0
20.0
20.4
100
102
59-135
Carbon Tetrachloride
pg/L
20.0
20.1
20.3
101
102
72-142
Chlorobenzene
pg/L
20.0
19.3
19.1
96.5
95.5
78-119
Chlorodibromomethane
pg/L
20.0
23.1
22.0
116
110
75-134
Chloroethane
pg/L
20.0
20.5
21.1
103
106
57-142
Chloroform
pg/L
20.0
20.4
20.2
102
101
77-130
Chloromethane
pg/L
20.0
19.5
20.7
97.5
104
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
19.7
19.4
98.5
97.0
60-154
1,2-Dibromo-3-Chloropropane
pg/L
20.0
30.1
25.2
151*
126
63-134
1,2-Dibromoethane
pg/L
20.0
22.4
21.7
112
109
77-135
Dibromomethane
pg/L
20.0
21.9
22.4
110
112
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
21.8
22.0
109
110
70-130
1,2-Dichlorobenzene
pg/L
20.0
20.7
20.4
104
102
78-128
1,4-Dichlorobenzene
pg/L
20.0
20.0
19.9
100
99.5
75-126
RPD Max
RPD
29.1* 20.0
15.6 20.0
0.5 20.0
0.4 20.0
0.9 20.0
12.8 20.0
15.6 20.0
1.9 20.0
0.9 20.0
1.0 20.0
4.8 20.0
2.8 20.0
0.9 20.0
5.9 20.0
1.5 20.0
17.7 20.0
3.1 20.0
2.2 20.0
0.9 20.0
1.4 20.0
0.5 20.0
* QC Fail Date: 04/28/2023 01:31 PM
Page 59 of 66
Page 18 of 22

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID: Anchor QEA of North Carolina, PLLC
Project Description: Jackson County LF
Report No: 23-088-0002
QC Prep: V32532 QC Analytical Batch(es): V32533
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32532 LCSD-V32532
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
23.2
20.8
116
104
28-163
10.9
20.0
1,1-Dichloroethane
pg/L
20.0
19.8
20.0
99.0
100
70-130
1.0
20.0
1,2-Dichloroethane
pg/L
20.0
21.4
21.3
107
107
68-131
0.4
20.0
1,1-Dichloroethene
pg/L
20.0
19.6
20.9
98.0
105
70-154
6.4
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.4
19.5
97.0
97.5
76-141
0.5
20.0
trans-1,2-Dichloroethene
pg/L
20.0
19.2
19.2
96.0
96.0
76-135
0.0
20.0
1,2-Dichloropropane
pg/L
20.0
18.7
18.9
93.5
94.5
77-130
1.0
20.0
cis-1,3-Dichloropropene
pg/L
20.0
20.5
20.8
103
104
65-140
1.4
20.0
trans-1,3-Dichloropropene
pg/L
20.0
21.6
21.3
108
107
67-140
1.3
20.0
Ethylbenzene
pg/L
20.0
20.0
19.5
100
97.5
80-127
2.5
20.0
2-Hexanone
pg/L
20.0
32.2
23.8
161*
119
64-137
30.0*
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
25.8
25.8
129
129
71-134
0.0
20.0
4-Methyl-2-Pentanone
pg/L
20.0
27.7
23.3
139*
117
69-134
17.2
20.0
Methylene Chloride
pg/L
20.0
18.7
18.7
93.5
93.5
73-131
0.0
20.0
Styrene
pg/L
20.0
20.6
19.8
103
99.0
78-129
3.9
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
20.8
20.8
104
104
79-134
0.0
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
25.2
23.5
126
118
62-127
6.9
20.0
Tetrachloroethene
pg/L
20.0
20.6
20.1
103
101
80-129
2.4
20.0
Tetrahydrofuran
pg/L
20.0
24.4
23.6
122
118
70-130
3.3
20.0
Toluene
pg/L
20.0
20.2
20.1
101
101
76-131
0.4
20.0
1,1,1-Trichloroethane
pg/L
20.0
19.7
20.3
98.5
102
75-135
3.0
20.0
1,1,2-Trichloroethane
pg/L
20.0
22.5
22.1
113
111
70-140
1.7
20.0
Trichloroethene
pg/L
20.0
19.7
19.6
98.5
98.0
77-133
0.5
20.0
Trichlorofluoromethane
pg/L
20.0
23.4
22.2
117
111
62-148
5.2
20.0
1,2,3-Trichloropropane
pg/L
20.0
26.1
23.1
131*
116
71-127
12.1
20.0
Vinyl Acetate
pg/L
20.0
24.1
21.9
121
110
34-167
9.5
20.0
* QC Fail Date: 04/28/2023 01:31 PM Page 19 of 22
Page 60 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County LF
Report No:
23-088-0002
QC Prep:
V32532
QC Analytical Batch(es): V32533
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V32532 LCSD-V32532
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Chloride
pg/L
20.0
20.7 21.4
104
107
57-141
3.3
20.0
o-Xylene
pg/L
20.0
20.5 19.8
103
99.0
78-128
3.4
20.0
m,p-Xylene
pg/L
40.0
41.5 40.9
104
102
77-133
1.4
20.0
4-Bromofluorobenzene (S)
102
101
80-124
Dibromofluoromethane (S)
101
102
75-129
1,2-Dichloroethane - d4 (S)
109
111
63-136
Toluene-d8 (S)
99.8
99.2
77-123
Date: 04/28/2023 01:31 PM Page 20 of 22
Page 61 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County LF
Report No:
23-088-0002
QC Prep:
V31379
QC Analytical Batch(es): V31422
QC Prep Batch Method:
SW-9056A (PREP)
Analysis Method:
9056A
Analysis Description:
Anions by Ion Chromatography
Lab Reagent Blank
LRB-V31379
Matrix: AQU
Associated Lab Samples:
92439, 92441, 92442
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Chloride
pg/L
<370 370
1000
03/29/23 10:46
Nitrate (NO3-N)
pg/L
<76.0 76.0
200
03/29/23 10:46
Sulfate
pg/L
<650 650
2000
03/29/23 10:46
Laboratory Control Sample
LCS-V31379
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Chloride
pg/L
40000
41900
105
80-120
Nitrate (NO3-N)
pg/L
4000
4020
101
80-120
Sulfate
pg/L
40000
43800
110
80-120
Matrix Spike & Matrix Spike Duplicate
V 92439-MS-V31379
V 92439-MSD-V31379
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD RPD
Conc.
Chloride
pg/L
15400 40000
40000 56300
56300 102
102
80-120 0.0 20
Nitrate(NO3-N)
pg/L
4930 4000
4000 9030
9040 102
103
80-120 0.1 20
Sulfate
pg/L
2790 40000
40000 47400
47400 112
112
80-120 0.0 20
Date: 04/28/2023 01:31 PM Page 21 of 22
Page 62 of 66

Waypointo
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Client ID:
Anchor QEA of North Carolina, PLLC
Project Description:
Jackson County LF
Report No:
23-088-0002
QC Analytical Batch:
V31355
Analysis Method:
SM-3500-Fe-13
Analysis Description:
Ferrous Iron
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
92439, 92441, 92442
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Ferrous Iron
mg/L
<0.05
0.05
0.20
03/29/23 13:30
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
Ferrous Iron
mg/L
2.00
2.12
106
90-110
Matrix Spike & Matrix Spike Duplicate
V 92441-MS V 92441-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter
Units
Result
Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
Ferrous Iron
mg/L
< 0.05
2.00
2.00 2.18
2.06 109
103 80-120 5.6 20.0
Date: 04/28/2023 01:31 PM Page 22 of 22
Page 63 of 66

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 01015
Customer Name: Anchor QEA of North Carolina, PLLC
Report Number: 23-088-0002
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT15 1.9C
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
(*� Yes
0 No
0 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)?
(0) Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 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?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
Water - Sample containers properly preserved
0 Yes
0 No
0 N/A
Water - VOA vials free of headspace
0 Yes
0 No
N/A
Trip Blanks received with VOAs
0 Yes
0 No
N/A
Soil VOA method 5035 — compliance criteria met
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes 0 No U N/A
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
0Yes ONo
Signature: Angelo Norvell
Date & Time: 03/29/2023 10:41:50
Page 64 of 66

t'y❑❑❑
z
R0C
N
Z
3 3
3
n� rA
m 0
m
°
0
Cn
� L L C
'
a
m
y
ri1❑
�w
m
°S
aL
o
❑❑ k7S
��
7
a
n
c
u C
Z
aa$n❑
m
>o
m
A
0 m
o
w e
ve
°z
a=
0 Z
a
07
1fL
p
°
m M
G3�@@
3
°=a
p
N
�
3'�,
z
ri ❑ �
^al
y
7
v
m
�
(!�
c7 �
T
A
m
y m
e
s
a E
F
w
;3
❑Ln�
� n
Cis
❑'
ra
S
w
n n
mCD
Cim
❑ ❑w
m
m
a
x
m
c
w
Gr
0 N
p
� v
I
n
CD
yy
its❑x
ry
rD
u �10
gam
m
�a
C
A ❑ f
y CT
°
A 0 r
a
y❑❑o
9 Z =
m
LIt
1
G
7
7
C)
9
a
m
=
A-
n
❑
3
CD
3
Q
z
n
r
y
D
i
P
O
o
r
m n
or
rn
nz
a
x
_
d
�
N
a ;
NIo
0
mo
a
m
Gn rn m m 'a
!p N 0 3 a
0 0 'y °!
n a
a o
T Z TF
S 41
n _
a
c
�1
to }(
9s P ZZ
] m m
r
lN a7 �77
11
dm 3m Q�
nn
m w w c
n
❑ m a m m y
to m z
m
a
y
r5O m
1 m
❑ H a �
FL W
0
n y ZL G m
C
r,0 y' L
m a
n al c a N
my
�!r w u L
�w
Q
w
N W
m
JA
�m m
D
3
x
�
=
m
m
m
rn
a
�
m
v
3
v
co
�
r
�
s
�
f
z
a
a
N
IZ
�
a
G1
m
Im
v
�
m
e
a
r
m CD
ti '0 A
o ❑
a
11 o
a o m
❑. 7
- w
y Z
Vr
.n+
N
m 3
as
sz
w
Aa>0_
d�n�•
0o r
M
Y
A�
�
•L V
0
a
G C m G
m
N
� :3 n O Z
a m
Z
x�
0
a
s
m
mn
c
n
m o
c
RL
V�
0
Av
co
F
.�
jo
s
r
m
rN
m A O C oNi
K H ( O 3
2 2
m r v a M
m Q cmn y A z
I A m= N m 00,
na zm•-j
2 2 C a
o y a 0
m j Z N m
G7
a 0
0q °1 m
kI*xkW C
HIIIIln0
Page 65 of 66

Waypointo
ANALYTICAL
449 Springbrook Road • Charlotte, NC 28217
Phone [phone] • Fax: [phone]
Client Company Name: A
Report To/Contact Name: i
Reporting Address:
CHAIN OF CUSTODY RECORD
PAGE I OF I QUOTE # TO ENSURE PROPER BILLING: YES NO N/A
-; Samples INTACT upon arrival?
Project Name: . 4ikidn p. �Ca�iC�rin� _[l� Received IN ICE?
Short Hold Analysis (U) (No) UST Project: (Yes) (W&) PROPER PRESERVATIVES indicated?
*Please ATTACH any project specific reporting (QC LEVEL 1 H III IV) Received WITHIN HOLDING TIMES? y
provisions and/or QC Requirements CUSTODY SEALS INTACT? '
Invoice To: fNV —%%*Y Q_ VOLATILES reed WIOUT HEADSPACE?
Address: PROPER CONTAIIjERS used? _
TEMP: Therm ID:,M' 16 Observed °C IC..�'(
1A,Sh.�Vi le -I f4i 7-7t 00 f
Phone: - C�jZItS-ba-l3 Fax (Yes)(Wb).
Purchase Order NvJBilling Reference
TO BE FILLEOIN BY CLIENTISAMPLING PERSONNEL
Email Address: �+ iI�A. C(Z
'f Requested Due Date U 1 Day J 2 Days J 3 Days J 4 Days J 5 Days
Certification: NC Y-, SC
EDD Type: PDF--bL- Excel —other
"Working Days" _i 6-8 Days pL$tandard 10 days J Pre AWrrkreMdust Be
Site Location Name: a r1
3 Samples received after 15.00 will be processed next business dayp
Other N[A
Site Location Physical Address: `
Turnaround time is based on business days, excluding weekends and holidays.
Water Chlorinated: YES, NO bC
ISEE REVERSE FOR TERMS S CON DMONS REGARDING SERVICES
RENDERED BY WAYPOINT ANALYTICAL, LLC TO CUE"Samples
Iced Upon Collection: YES.-,Q�NO
CLIENT
DATE
TIME
COLLECTED
MATRIX
(SOIL,
SAMPLE CONTAINER
PRESERVA-
,p ANALYSIS REQUESTED
L
NO.
SIZE
SAMPLE DESCRIPTION
COLLECTED
MILITARY
WATER, OR
TIVES
V
��(� t� REMARKS
ID NO.
HOURS
SLUDGE)
BELOW
If►W-o3-�1.ia37�
I'L1 1
�= 4S
�SEE
I� C?
Z.1
Q�
.
>e-
X
�4
v S.z
W R 02_ 7623
13
L_
{�
��YV12�
t6:4s
ILO
dC
aL
Dkw
-ZO 2A6 o 2-� 00 1 da
DC
G' ffl s z
I I III I I I I II I I I I I II Il I I III 0�29-2023
Anchor QEA of North Carolina. PLLC 1041.00
Jw:ksrrn
Sampler's Signature
Sampled By (Print Name) , Affiliation F. lkf- ► E7 P
Upon relinquishing, thi haln of stody Is your authorization for Waypoint Analytical to proceed with the analyses as requested above. Any changes must be
submitted in writing to the Waypoint Analytical Project
Manager. There will be charges for any changes after analyses have been Initialized. Site Arrival Tlme:
RadrKzuis d ey (Signature)
Received By: (Signature) Date MirraryrHours Additional Comments: Site Departure Time.
4
By: (Signs )
Recerved By: (Signature) Dam Field Tech Fee;
tatP-Onquis
Relinquished By: (Signature)
Received For Waypanl A wal By: yil ^ d Mileage:
Method of Shipment: NOTE: ALL SAMPLE COOLERS SHOULD 9E TAPED SHUT WITH CUSTODY SEALS FOR TRANSPO N T HE LABORATORY. OC Group No.
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC UNTIL RECEIVED AT THE LABORA RY
❑ Fed Ex LI UPS J Hand -""red J Waypoint Analyflcai Field Service J Dlher
NPDES: UST: GRDUiiEDWATER. DRINKINGWATER: SOLID WASTE: RCRA: BRWNFLD LANDFILL
❑ SC I JSC ❑NC JSC
I❑ II I❑
LitZI — L] J
J ❑ LJ nC?Ir-;InIAI
ID
w
0
ko
ID
a�
rn
a
`CONTAINER TYPE CODES: A = Amber C = Clear G= Glass P = Plastic; TL = Teflon -Lined Cap VOA - Volatile Organics Analysis (Zero Head Space)