5002_JacksonCounty_MSWLF_March22GW_FID1695532_20220714

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 Reporting 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
E-mail: [e-mail]
Phone: [phone]
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 7 & 8, 2022
Waste Landfill Dillsboro, North Carolina 28725
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑X Detection Monitoring ❑ Assessment Monitoring Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data El
water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X 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, PG Project Manager
Facility Representai_ON Title
Signature
231 Haywood Street Asheville, North Carolina 28801
Facility Representative Address
P-1649
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
828-281-3350
(Area Code) Telephone Number
07/14/2022 Affix NC Licensed/ Professional Geologist Seal
Date
CA
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1587
"'•y9,Q�OL0 • Q�Q,.

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i
July 2022 ANCHOR
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 INZ Q E A `'`'"
Spring 2022
Semiannual Water Quality Monitoring Report
Prepared for Jackson County Solid Waste Department

July 2022
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02
Spring 2022
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
Katie Pressley, PG
Staff Scientist
Project Number: C01480-01.02
\\athena\Asheville\Projects\Jackson County\, -Reports - Groundwater\2022\01-Spring 2022\Text\Jackson County_ Semiannual Water Quality
Report_S pri ng_2022.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
3 Findings........................................................................................................................................7
3.1
Groundwater.........................................................................................................................................................7
3.1.1 Field Parameters..................................................................................................................................8
3.1.2 Appendix I Metals (Total).................................................................................................................8
3.1.3 Appendix I Metals (Dissolved)........................................................................................................9
3.1.4 Appendix I VOCs and 1,4-Dioxane...............................................................................................9
3.2
Surface Water....................................................................................................................................................10
3.2.1 Field Parameters...............................................................................................................................10
3.2.2 Appendix I Metals............................................................................................................................
10
3.2.3 Appendix I VOCs and 1,4-Dioxane............................................................................................11
3.3
Leachate...............................................................................................................................................................11
3.4
Domestic Well....................................................................................................................................................
11
3.4.1 Field Parameters...............................................................................................................................11
3.4.2 VOCs......................................................................................................................................................
12
3.5
Groundwater Flow Directions......................................................................................................................
12
4 Summary....................................................................................................................................13
4.1 Groundwater Quality....................................................................................................................................... 13
4.1.1 Appendix I Metals............................................................................................................................ 13
4.1.2 Appendix I Volatile Organic Compounds and 1,4-Dioxane............................................. 13
4.1.3 Field Parameters and Other Constituents............................................................................... 13
4.2 Surface Water Quality..................................................................................................................................... 13
Spring 2022 Semiannual
Water Quality Monitoring Report i July 2022

4.3 Leachate Quality............................................................................................................................................... 14
4.4 Domestic Well Water Quality......................................................................................................................14
5 Future Activities
6 References
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
15
i C-1
Spring 2022 Semiannual
Water Quality Monitoring Report ii July 2022

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
joule
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 2022 Semiannual
Water Quality Monitoring Report iii July 2022

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 2022. 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 2022
Spring 2022 Semiannual
Water Quality Monitoring Report 1 July 2022

sampling event was performed on March 7 and 8, 2022, 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 2022 Semiannual
Water Quality Monitoring Report 2 July 2022

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 on March 7 and 8, 2022, 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 Corrective Action Evaluation Report, 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 midgradient 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 40 to 110 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)Z: MW-03
• Bedrock 3: 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.
2.7. 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.
s Bedrock is solid competent rock that underlies saprolite and partially weathered rock.
Spring 2022 Semiannual
Water Quality Monitoring Report 3 July 2022

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-06, 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 wells were purged of three successive well volumes or
purged dry, whichever occurred first. Monitoring well MW-02 was purged dry on March 7 and
sampled on March 8, 2022, after the well had sufficient time to recharge. Monitoring well MW-05R
was purged dry in the morning on March 7, 2022, and sampled later that day after the well had
sufficient time to recharge. Monitoring well MW-01 was purged and sampled on March 8, 2022. 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 7, 2022, 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
Spring 2022 Semiannual
Water Quality Monitoring Report 4 July 2022

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-3R, 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 7, 2022, 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 8, 2022, 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). The wells were 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
It should be noted that during most semiannual sampling events at the Jackson County Landfill,
water quality samples are submitted for Appendix I parameters only. A larger suite of Appendix II
parameters are analyzed for during the fall sampling event only on a biannual basis. The larger suite
was not analyzed for during the spring 2022 sampling event.
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
Spring 2022 Semiannual
Water Quality Monitoring Report 5 July 2022

• 1,4-dioxane using EPA Method 8260DSIM
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 2022 Semiannual
Water Quality Monitoring Report 6 July 2022

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 2022 sampling event are discussed in the following sections and
summarized in Table 3.
Spring 2022 Semiannual
Water Quality Monitoring Report 7 July 2022

3.7. 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 5.4 SU in MW-06 to 7.2 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 (7.1 SU) and MW-05R
(7.2 SU) were within the 2L standard pH range.
• Turbidity: Turbidity ranged from 1.71 nephelometric turbidity units (NTUs) in MW-04 to
> 1,000 NTU in MW-02. Generally, the higher values were measured at the monitoring wells
(MW-01, 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 0.80 milligram per liter
(mg/L) in monitoring well MW-01 to 8.61 mg/L in monitoring well MW-03.
• SC: SC concentrations at the Site ranged from 63.9 micromhos per centimeter (pmhos/cm) in
monitoring well MW-06 to 829 pmhos/cm in monitoring well MW-07.
• Oxidation/Reduction Potential: ORP concentrations at the Site ranged from -98.3 mV in
monitoring well MW-05R to 528.4 mV in monitoring well MW-04.
3.7.2 Appendix 1 Metals (Total)
Eleven 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 is
provided below.
• Chromium (21- standard of 10 pg/L): Chromium was detected in MW-02 at a concentration of
44.0 pg/L.
• Cobalt (21- standard of 1 pg/L): Cobalt was detected in MW-01, MW-02, MW-03, MW-04,
MW-05R, MW-06, and MW-07. Cobalt concentrations in these samples ranged from 2.12 pg/L
(MW-07) to 112 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 (15.8 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 (21- standard of 7 pg/L): Vanadium was detected in MW-02 at a concentration of
53.9 pg/L.
Spring 2022 Semiannual
Water Quality Monitoring Report 8 July 2022

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 I Metals (Dissolved)
Laboratory -filtered analysis of Appendix I metals were performed for monitoring well samples
MW-01, MW-02, MW-03, and MW-05R because of their elevated turbidity readings (17, 15.6, 14.4,
and 17 NTU, respectively) during sample collection. The reported concentrations for the dissolved
metals were consistently lower than the total unfiltered metals analytical results in all monitoring
wells. The only exceedances for a laboratory -filtered analysis was for cobalt (Table 3).
3.1.4 Appendix I VOCs and 1,4-Dioxane
Fifteen 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-01 (7.44 pg/L) and
MW-05R (7.93 pg/L). The historical 1,4-dichlorobenzene concentration trend in MW-01
remains relatively stable (Figure 4). Historical 1,4-dichlorobenzene concentrations in MW-05R
have consistently fluctuated (Figure 8).
• 1,4-dioxane (21- standard of 3 pg/L): The detected concentrations of 1,4-dioxane
exceeded its 2L standard in MW-02 (3.04 mg/L), MW-04 (6.29 pg/L), MW-05R (6.50 pg/L),
and MW-07 (20.2 pg/L). 1,4-dioxane was not detected in monitoring wells MW-01, MW-03, or
MW-06. The trend plot for 1,4-dioxane concentrations in MW-07 shows declining
concentrations since sampling for this compound began in October 2018 through fall 2021
(Figure 10). The 20.2 pg/L result is the highest observed since monitoring began.
• Benzene (2L standard of 1 pg/L): Benzene was detected at concentrations that exceeded its
2L standard in MW-05R (2.06 pg/L) and MW-07 (1.52 pg/L). Benzene has historically been
reported with exceedances in MW-01, MW-5R, 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 below the 2L standard. Benzene concentrations at
MW-5R 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 concentration of vinyl chloride in the sample
collected from one monitoring well, MW-05R (1.01 pg/L), exceeded the compound's
Spring 2022 Semiannual
Water Quality Monitoring Report 9 July 2022

2L standard. A trend plot for vinyl chloride concentrations in MW-05R shows fluctuating
concentrations (Figure 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 2022 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.
3.2 Surface Water
The following sections summarize the measured field parameters and analytical results associated
with the two surface water samples collected during the spring 2022 sampling event.
3.2.7 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 2022 sampling event were 7.3, 7.6, and
7.1 SU, respectively. The pH readings for all three surface water samples were within the
2B standard range of 6.0 to 9.0 SU.
• Turbidity: The turbidity values measured in SW-01 (5.47 NTU), SW-03 (5.93 NTU), and SW-02
(6.94 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 11.05 mg/L in SW-01, 12.79 mg/L in SW-03, and
13.05 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 concentrations in surface water samples SW-01, SW-03, and SW-02 were recorded at
29.5, 26.6, 26.6 and pmhos/cm, respectively. These concentrations of SC are consistent with
historical data for both surface water samples.
• ORP: ORP values for SW-01, SW-03,and SW-02 were 386.4, 236.2, 190.6 mV, respectively.
Compared to historical surface water samples, the concentrations of ORP for SW-01 are
elevated by approximately 100 mV. The concentrations of ORP for SW-02 are consistent with
historical data.
3.2.2 Appendix I Metals
Seven metals were detected in three surface water sampling locations. Of these metals,
concentrations of copper and lead exceeded applicable 2B standards. Copper was reported with
concentrations greater than 2B standards (0.81 pg/L) in SW-1 (1.22 J pg/L) and SW-2 (1.00 J pg/L).
Spring 2022 Semiannual
Water Quality Monitoring Report 10 July 2022

Lead was reported with a concentration greater than NC213 (0.11 pg/L) in SW-1 (0.501 J pg/L). Lead
has historically been detected above 2B standards at both the upstream and downstream sampling
locations. In fall 2021, lead was a non -detect in surface water samples SW-01 and SW-02. Copper
exceeded 2B standards in fall 2013 in SW-1, spring 2017 in SW-2, and spring 2019 in both surface
water samples. The presence of both lead and copper in both the upstream and downstream
samples suggests that the exceedance is not related to impacts from the landfill.
3.2.3 Appendix 1 VOCs and 1,4-Dioxane
Acetone was the only VOC detected in the surface water samples and was also detected in similar
concentrations in the trip blank sample included with the surface water samples.
3.3 Leachate
Eight metals (arsenic [3.7 pg/L], barium [309 pg/L], chromium [4.7 pg/L], cobalt [6.34 pg/L],
copper [2.34 pg/L], nickel [30.5 pg/L], vanadium [4.46 J pg/L], and zinc [4.29 J pg/L]) were detected in
the leachate sample (LT-01).
Six VOCs (1,4-dichlorobenzene [1.68 pg/L]; 1,4-dioxane [106 pg/L]; acetone [6.41 pg/L];
benzene [1.48 pg/L]; chlorobenzene [4.18 pg/L]; and tetrahydrofuran [168 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 2022 monitoring events, approximately 8,035 gallons of leachate
were discharged through a permanent connection to the TWSA between October 20, 2021, and
March 7, 2022.
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 7, 2022, Anchor QEA estimates that
approximately 0.0193 pounds of VOCs were removed with the extracted leachate between the
October 2021 and March 2022 sampling events. Mass removal calculations through March 2022 are
included in Table 4.
3.4 Domestic Well
The following sections summarize measured field parameters and analytical results associated with
the domestic well water sample collected during the spring 2022 sampling event.
3.4. 7 Field Parameters
The pH reading for the domestic well samples for DW-01 and DW-02 were 6.8 and 6.9 SU,
respectively, which are within the 2L standard range of 6.5 to 8.5 SU.
Spring 2022 Semiannual
Water Quality Monitoring Report 11 July 2022

Turbidity measured in DW-01 was 11.8 NTU. DO was measured at a concentration of 4.97 mg/L in
DW-01. SC and ORP values in DW-01 were recorded at 64.6 pmhos/cm and 142.1 mV, respectively.
Turbidity measured in DW-02 was 3.5 NTU. DO was measured at a concentration of 12.66 mg/L in
DW-02. SC and ORP values in DW-02 were recorded at 122.3 pmhos/cm and 182 mV, respectively.
These parameters do not have established water quality standards.
3.4.2 VOCs
No VOCs were detected at concentrations that exceeded their respective MDLs in the domestic well
water samples.
3.5 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 2022 water level data collected from the Site wells is 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 2022 Semiannual
Water Quality Monitoring Report 12 July 2022

4 Summary
The first semiannual water quality monitoring event of 2022 for the Site was performed on March 7
and 8, 2022. 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. 7.1 Appendix 1 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. Vanadium exceeded its 2L concentration
in MW-02. These results are consistent with historical data.
The results for groundwater samples from MW-01, MW-02, MW-03, and MW-05R, submitted for
dissolved filtered metals, show consistently lower metals concentrations than the total unfiltered
samples, indicating turbidity likely affects metal concentrations in these wells.
4. 7.2 Appendix 1 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, including 1,4-dichlorobenzene, in the upgradient monitoring well MW-01. 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. 7.3 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
1.71 NTU (MW-04) to >1,000 NTU (MW-02).
4.2 Surface Water Quality
Concentrations of copper greater than 2B standards were detected in surface water samples SW-01
(upstream) and SW-02 (downstream). Lead was detected in SW-01 at a concentration greater than its
2B standard. These metals are naturally occurring and the detections were reported for both surface
water samples, suggesting that the exceedances are not associated with contamination from the
landfill. The new surface water location, SW-03, which is midway between SW-01 and SW-02, did not
have sample results that indicated 2B standards were exceeded. Field parameters measured in all
Spring 2022 Semiannual
Water Quality Monitoring Report 13 July 2022

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.
Based on these data, the groundwater migrating from the landfill toward the Tuckasegee River does
not appear to be impacting surface water quality with regard to metals and VOCs.
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. Six VOCs were detected in the leachate sample (Table 3). There
are no established water quality standards for leachate. 1,4-dioxane was detected at 106 pg/L, which
is higher than the detected concentrations of the compound in the monitoring well groundwater
samples. This is the fourth sampling event where 1,4 dioxane was analyzed for in the leachate.
4.4 Domestic Well Water Quality
No VOCs were detected at concentrations that exceeded their respective MDLs in the domestic well
water samples.
Spring 2022 Semiannual
Water Quality Monitoring Report 14 July 2022

5 Future Activities
Anchor QEA will continue to monitor the water quality on a semiannual basis at the Site. During fall
2022, 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 2022 and
spring 2023. MNA parameters were added to the monitoring requirements as part of the CAP
(Altamont 2011). Approval to collect the MNA parameters on a biennial basis was provided on
February 3, 2022, by DEQ (DEQ 2022). MNA parameters were collected during the fall 2021 sampling
event; therefore, the next sampling event where MNA parameters will be collected is scheduled for
fall 2023. 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
(not inclusive of natural attenuation parameters)
Appendix II VOCs (including 1,4-dioxane)
Appendix II Metals
Fall 2022
Appendix II semivolatile organic compounds
Appendix II herbicides
Appendix II pesticides
Appendix I VOCs (including 1,4-dioxane)
Spring 2023
Appendix I Metals
Spring 2022 Semiannual
Water Quality Monitoring Report 15 July 2022

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:Hedocs.deq.nc.gov/WasteManagement/0/edoc/l257181/SWS_EnviroMonitoring_Const
ituents_List.pdf?searchid=13f8efbl -eel 1-485a-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.
EPA (U.S. Environmental Protection Agency), 1996. Low -Flow (Minimal Drowdown) 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 2022 Semiannual
Water Quality Monitoring Report 16 July 2022

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
EPA 8260D
EPA 8260D
SIM
EPA 6020B
EPA 7470A
MW-01
3/8/2022
MW-01-20220308
X
X
X'
X
MW-02
3/8/2022
MW-02-20220308
X
X
X'
X
MW-03
3/8/2022
MW-03-20220308
X
X
X'
X
MW-04
3/7/2022
MW-04-20220307
X
X
X
X
MW-05R
3/7/2022
MW-05R-20220307
X
X
X'
X
MW-06
3/8/2022
MW-06-20220308
X
X
X
X
MW-07
3/7/2022
MW-07-20220307
X
X
X
X
Surface Water, Leachate, Domestic Well, and Quality Control Samples
Location ID
Date
Collected
Sample ID
Appendix II
VOCs
1,4-Dioxane
Appendix II
Metals
Mercury
Calcium,
Magnesium,
and Hardness
Appendix II
SVOCs
VOCs
EPA 8260D
EPA 8260D
SIM
EPA 6020B
EPA 7470A
EPA 200.7
EPA 8270D
EPA S24.2
DW-01
3/8/2022
DW-01-20220308
X
DW-02
3/8/2022
DW-02-20220308
X
LT-01
3/7/2022
LT-01-20220307
X
X
X
SW-01
3/7/2022
SW-01-20220307
X
X
X
X
X
X
SW-02
3/7/2022
SW-02-20220307
X
X
X
X
X
X
SW-03
3/7/2022
SW-03-20220307
X
X
X
X
X
X
Trip Blank
3/7/2022
TB-20220307
X
Trip Blank
3/8/2022
TB-20220308
X
Domestic Well Trip Blank
3/8/2022
TB-DW-20220308
X
Notes:
1: An additional sample was collected for a laboratory -filtered dissolved metals analysis.
Appendix I constituents were analyzed per Title 40 Code of Federal Regulations, Part 258.
Blank cell: Analysis was not performed on that sample.
EPA: U.S. Environmental Protection Agency (method)
SIM: selective ion monitoring
TB: trip blank
VOC: volatile organic compound
Spring 2022 Semiannual Water Quality Monitoring Report Page 1 of 1
Jackson County Closed Municipal Solid Waste Landfill July 2022

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
Facility
Elevation
Elevation
ground
Depth
(feet below
Groundwater
Bedrock
Elevation
Interval
Interval
Interval
Interval
Screened
Construction
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
4/23/1992
2,169.40
2,171.42
1 2.0
110.5
98.33
2,073.09
83.0
2,086.40
95.0
110.0
2,074.40
2,059.40
Bedrock
MW-02
4/22/1992
2,013.15
2,015.38
2.3
60.7
40.14
1,975.24
13.0
2,000.15
45.0
60.0
1,968.15
1,953.15
Bedrock
Partially
S&ME, Inc.
MW-03
4/21/1992
2,044.16
2,045.53
1.3
65.5
44.43
2,001.10
57.0
1,987.16
48.5
63.5
1,995.66
1,980.66
50-02
weathered rock
MW-04
4/21/1992
1,978.68
1,980.77
2.0
43.0
25.03
1,955.74
NA
NA
25.0
40.0
1,953.68
1,938.68
Saprolite
MW-05R
1/26/2012
2,027.98
2,030.95
2.8
54.0
47.24
1,983.71
NA
NA
44.0
54.0
1,983.98
1,973.98
Saprolite
MW-06
3/23/2004
2,136.58
2,139.57
3.0
94.0
83.37
2,056.20
47.6
2,088.98
84.6
94.6
2,051.98
2,041.98
Bedrock
Altamont
Environmental, Inc.
MW-07
7/30/2010
1,978.71
1,981.29
2.6
95.0
31.33
1,949.96
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 7 and 8, 2022 (Appendix A).
Depth to bedrock and screened interval for MW-01 through MW-04 was taken from S&ME, Inc., with boring logs completed on April 21 through 23, 1992.
Depth to bedrock and screened interval for MW-06 was taken from Altamont Environmental, Inc., with boring log completed on March 23, 2004.
Depth to bedrock and screened interval for MW-07 was taken from Altamont Environmental, Inc., with boring log completed on July 30, 2010.
Depth to bedrock and screened interval for MW-05R was taken from Altamont Environmental, Inc., with boring log completed on 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.
Monitoring well MW-05R was surveyed by Wes Cole Land Surveying, PA, on September 28, 2012.
bgs: below ground surface
NA: not applicable
TOC: top of casing
Spring 2022 Semiannual Water Quality Monitoring Report Page 1 of 1
Jackson County Closed Municipal Solid Waste Landfill July 2022

Table 3
Analytical Summary
Location ID
DW-01
DW-02
LT-01
MW-01
MW-02
MW-03
MW-04
MW-0511
MW-06
MW-07
SW-01
SW-02
SW-03
FieldQC
FieIdQC
FieIdQC
Sample ID
DW-01-
20220308
DW-02-
20220308
LT-01-
20220307
MW-01-
20220308
MW-02-
20220308
MW-03-
20220308
MW-04-
20220307
MW-OSR-
20220307
MW-06-
20220308
MW-07-
20220307
SW-01-
20220307
SW-02-
20220307
SW-03-
20220307
TB-20220307
TB-20220308
TB-DW-
20220308
Sample Date
3/8/2022
3/8/2022
3/7/2022
3/8/2022
3/8/2022
3/8/2022
3/7/2022
3/7/2022
3/8/2022
3/7/2022
3/7/2022
3/7/2022
3/7/2022
3/7/2022
3/8/2022
3/8/2022
Sample Type
N
N
N
N
N
N
N
N
N
N
N
N
N
TB
TB
N
Matrix
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WS
WS
WS
WQ
WQ
WG
NC2L
NC21- IMAC NC 2B
Chemical Method (2022) (2022) (2021)
Conventional Parameters
Water level depth (feet)
Field
--
--
--
--
--
--
98.33
40.14
44.43
25.03
47.24
83.37
31.33
--
--
--
Temperature (°C)
Field
--
14.6
13.2
13.9
17.0
15.6
14.4
15.6
17.0
14.8
16.8
11.7
12.3
12.4
Dissolved oxygen (field)
Field
>_6
4.97
12.66
3.80
0.80
4.18
8.61
1.27
1.80
1.57
1.04
11.05
13.05
12.79
Specific conductivity (field)
Field
--
64.6
122.3
5322
214.8
216.9
401.4
589.2
661
63.9
829
29.5
26.6
26.6
H (SU)
Field
6.5-8.5
6.0-9.0
6.8
6.9
8.1 J
5.9
6.2
7.1
5.7
7.2
5.4
6.1
7.3
7.1
7.6
ORP (mV)
Field
--
142.1
182
168.1
-2.1
163.8
220.2
528.4
-98.3
278.5
152.6
386.4
190.6
236.2
Turbidity (NTU)
Field
<10
11.8
3.5
7.59
11.0
>1000
10.3
1.71
37.7 J
5.16
6.3
55.47
6.94
5.93
--
Hardness as Ca and Mg (nncj
SM2340C
I --
I
I -
-
9
1 6
1 6
Metals (pg/L)
Arsenic
SW6020
10
10
3.70
0.490 U
6.36
0.663 J
0.490 U
0.490 U
0.490 U
0.490 U
0.490 U
0.490 U
0.490 U
Barium
SW6020
700
21000
309
113
222
120
67.6
119
46.8
405
20.6
18.6
13.9
Cadmium
SW6020
2
*0.05
0.150 U
0.687 J
0.750 U
0.150 U
0.370 J
0.150 U
0.150 U
0.150 U
0.750 U
0.750 U
0.750 U
Chromium
SW6020
10
*7.40
4.70
1.21 J
44.0
1.75 J
1.00 U
1.00 U
1.00 U
1.00 U
1.52 J
1.36 J
1.00 U
Cobalt
SW6020
1
1.6
6.34
112
40.4
2.82
2.99
12.7
15.8
2.12
0.595 J
0.460 J
0.200 J
Copper
SW6020
1000
*0.81
2.34
3.25
47.9
4.12
0.890 U
0.890 U
0.906 J
0.890 U
1.22 J
1.00 J
0.890 U
Lead
SW6020
15
*0.11
0.500 U
0.500 U
11.5
0.500 U
0.500 U
0.500 U
0.500 U
0.500 U
0.501 J
0.500 U
0.500 U
Mercury
SW7470
1
0.12
0.0700 U
0.0700 U
0.0700 U
0.0700 U
0.120 J
0.0700 U
0.130 J
0.0700 U
0.0700 U
0.0700 U
0.0700 U
Nickel
SW6020
100
*4.81
30.5
15.3
33.7
1.77 J
2.07
2.65
4.93
7.92
1.59 J
0.720 U
0.720 U
Thallium
SW6020
2
2
0.280 U
0.553 J
1.40 U
0.280 U
0.280 U
0.280 U
0.308 J
0.280 U
0.280 U
0.280 U
0.280 U
Vanadium
SW6020
7
--
4.46 J
2.10 U
53.9
2.70 U
2.70 U
2.70 U
2.70 U
2.70 U
3.02 J
2.64 J
2.11 J
Zinc
SW6020
1000
*10.8
4.29 J
37.5
102
5.68 J
5.39 J
3.90 U
16.5 J
7.69 J
3.90 U
3.90 U
3.90 U
Metals Dissolved L
Barium
SW6020
700
21000
--
108
34.6
112
--
81.8
--
--
--
--
--
Cobalt
SW6020
1
1.6
106
9.49
0.14 J
11.3
Copper
SW6020
1000
*0.81
0.890 U
0.890 U
1.96 J
0.890 U
Nickel
SW6020
100
*4.81
13.8
7.11
0.744 J
2.25 J
Thallium
SW6020
2
2
0.717 J
0.280 U
0.280 U
0.280 U
Zinc
SW6020
1000
*10.80
15.2 J
3.90 U
3.90 U
3.90 U
Spring 2022 Semiannual Water Quality Monitoring Report 1 of 2
Jackson County Closed Municipal Solid Waste Landfill July 2022

Table 3
Analytical Summary
Location ID
DW-01
DW-02
LT-01
MW-01
MW-02
MW-03
MW-04
MW-05R
MW-06
MW-07
SW-01
SW-02
SW-03
FieldQC
FieIdQC
FieIdQC
SamplelD
DW-01-
20220308
DW-02-
20220308
LT-01-
20220307
MW-01-
20220308
MW-02-
20220308
MW-03-
20220308
MW-04-
20220307
MW-0511-
20220307
MW-06-
20220308
MW-07-
20220307
SW-01-
20220307
SW-02-
20220307
SW-03-
20220307
TB-20220307
TB-20220308
TB-DW-
20220308
Sample Date
3/8/2022
3/8/2022
3/7/2022
3/8/2022
3/8/2022
3/8/2022
3/7/2022
3/7/2022
3/8/2022
3/7/2022
3/7/2022
3/7/2022
3/7/2022
3/7/2022
3/8/2022
3/8/2022
Sample Type
N
N
N
N
N
N
N
N
N
N
N
N
N
TB
TB
N
Matrix
WG
WG
WG
WG
WG
WG
WG
WG
WG
WG
WS
WS
WS
WQ
WQ
WG
NC2L IMAC NC 2B
Chemical Method (2022) (2022) (2021)
Volatile Or anics L
1,1-Dichloroethane
SW8260
6
100
0.240 U
1.80
0.348 J
0.240 U
0.240 U
0.240 U
0.977
0.240 U
0.240 U
0.240 U
0.240 U
0.240 U
0.240 U
0.00050 U
1,2-Dichloroethene, cis-
SW8260
70
720
0.00050 U
0.00050 U
0.200 U
2.17
0.200 U
0.200 U
0.645
1.88
0.942
1.89
0.200 U
0.200 U
0.200 U
0.200 U
0.200 U
0.00050 U
1,4-Dioxane
SW8260SIM
3
80
106
0.139 U
3.04
0.139 U
6.29
6.50
0.139 U
20.2
0.139 U
0.139 U
0.139 U
Acetone
SW8260
6000
2000
6.41
3.07 J
2.73 J
3.08 J
2.41 J
2.36 J
3.55 J
1.80 U
2.01 J
2.06 J
2.12 J
1.80 U
1.80 U
Benzene
SW8260
1
51
0.00050 U
0.00050 U
1.48
0.721
0.180 U
0.180 U
0.226 J
2.06
0.180 U
1.52
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.00050 U
Chlorobenzene
SW8260
50
800
0.00050 U
0.00050 U
4.18
0.190 U
0.190 U
0.190 U
0.190 U
8.04
0.190 U
4.47
0.190 U
0.190 U
0.190 U
0.190 U
0.190 U
0.00050 U
Chloroethane
SW8260
3000
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
0.505 J
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
0.430 U
Methylene Chloride
SW8260
0.0010 U
0.0010 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.330 U
0.0032
m, -X lene
SW8260
500
130
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
0.548 J
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
0.420 U
Tetrachloroethene (PCE)
SW8260
0.7
3.3
0.00050 U
0.00050 U
0.220 U
0.390 J
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.00050 U
Tetrah drofuran
SW8260
2000
110000
168
1.50 U
1.50 U
1.50 U
1.50 U
2.28 J
1.50 U
1.50 U
1.50 U
1.50 U
1.50 U
1.50 U
1.50 U
Total X lene
SW8260
500
450
0.0010 U
0.0010 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.548 J
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.0010 U
Trichloroethene (TCE)
SW8260
3
30
0.00050 U
0.00050 U
0.180 U
0.350 J
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.180 U
0.00050 U
Vinyl chloride
SW8260
0.03
2.4
0.00050 U
0.00050 U
0.770 U
0.770 U
0.770 U
0.770 U
0.770 U
1.01
0.770 U
0.770 U
0.170 U
0.170 U
0.170 U
0.170 U
0.170 U
0.00050 U
1,2-Dichlorobenzene
SW8270
20
79
0.220 U
0.220 U
0.220 U
0.220 U
0.220 U
0.335 J
0.220 U
0.304 J
0.220 U
0.220 U
0.220 U
1,4-Dichlorobenzene
SW8267
6
56
1.68
7.44
0.210 U
0.210 U
2.20
7.93
1.41
5.54
0.210 U
0.210 U
0.210 U
Notes:
indicates the detected concentration is greater than the NC21L (2022) or NC2L IMAC (2022) screening level.
indicates the detected concentration is greater than the NC215 (2021) screening level.
Bold indicates a detected result.
Italicized indicates non -detected concentration is above one or more identified screening levels
*: 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,
Subchapter 2B - Surface Water and Wetland Standards (last amended September 2017).
All nondetect results are reported at the method detection limit.
Horizontal coordinate datum is North American Datum of 1983 State Plane North Carolina FIPS 3200 (US Survev Feet).
--: compound not analyzed for the sample
ug/L: micrograms per liter
2B: surface water standard per North Carolina Administrative Code, Title 15A: Department of Environmental Quality, Subchapter 2B - Surface Water and Wetland Standards (last amended in June 2022) or the standard obtained from the U.S. Environmental Protection Agency Nationally Recommended Water
Quality Criteria for Aquatic Life and Human Health
2L: Subchapter 2L - Groundwater Classifications and Standards, Department of Environmental Quality (Amended April 1, 2022); groundwater standard from North Carolina Administrative Code, Title 15A
IMAC: interim maximum allowable concentration (listed in 2L Appendix 1)
J: estimated value
mg/L: milligrams per liter
mV: millivolts
N: normal environmental sample
NTU: nephelometric turbidity unit
ORP: oxidation reduction potential
PCE: perch loroethylene
SM: Standard Method
su: standard units
TB: trip blank
U: compound analyzed for but not detected above detection limit
umhos/cm: microsiemens per centimeter
Spring 2022 Semiannual Water Quality Monitoring Report 2 of 2
Jackson County Closed Municipal Solid Waste Landfill July 2022

Table 4
Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
Sample Dates
Detected VOCs
cuncen-
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
1
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
10.0069
0.00066
Styrene
10.00033
0.00003
Toluene
10.003
0.00029
Total x lenes
10.0094 1
0.00090
Total:
0.00681
0.00681
10/26/2012
4/11/2013
1,4-dichlorobenzene
0.006
65,500
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 IJI
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
10.0184
0.00754
Toluene
10.0012
0.00049
Total x lenes
10.0090
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
10.0021
0.00087
Total:
0.00836
0.05903
4/8/2014
10 23 2014'
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
0.00051
0.00015
Total x lenes
0.0014
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
0.00021
1,2,4-trimethyl benzene
0.00076
2-chlorotoluene
0.00067
1,4-dichlorobenzene
0.0059
Acetone
0.00790
Benzene
0.0022
0.00076
Chlorobenzene
0.003
4
Eth (benzene
0.0056
_U77947-
Isopropylbenzene
0.0013
45
Methy tert-but I -ether
0.0013
0.00045
Na thalene
0.024
n-propylbenzene
0.00088
Tetrah drofuran
0.089
Toluene
0.00054
Vin I chloride
10.00038
Total x lenes
10.0030
4
Total:
0.05089
UTRM
4/21/2015
10/13/2015
1,4-dichlorobenzene
0.00600
278,420
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 fJ
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 1.11
0.00123
Total:
0.00959
0.15922
4/5/2016 10 11 20162 No detected compounds 352,745
15,347
0.00000
Total:j
0.00000
1 0.15922
Spring 2022 Semiannual Water Quality Monitoring Report Page 1 of 3
Jackson County Closed Municipal Solid Waste Landfill July 2022

Table 4
Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
Sample Dates
Detected VOCs
cuncen-
tration in
LT-01
(mg/L)
Cumulative
Flow at Gauge
(gal)
Differential
Flow (gal)
Mass
Removed
(lb)
Estimated Cumulative
Mass Removed (lb)
Beginning
Ending
10/11/2016
3/21/2017
1,4-dichlorobenzene
0.0046
355,947
3,202
0.00012
Acetone
0.0094
J
0.00025
Benzene
0.0015
0.00004
Chlorobenzene
0.0043
0.00011
Eth (benzene
10.0014
0.00004
Tetrah drofuran
10.066
0.00176
Total x lenes
0.0015 Hi
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. 0 0 7
Acetonitrile
0.008
4
Benzene
0.00061
Chlorobenzene
10.0012
Eth (benzene
10.00087
Naphthalene
10.0012
Tetrah drofuran
10.12
5
Total:
0.03630
0.19789
10/12/2017
10 18 20183
1,4-dichlorobenzene
0.0028
398,872
12,377
0.00029
Acetone
0.017
J
0.00175
Benzene
0.0012
0.00012
Chlorobenzene
0.0024
0.00025
Eth (benzene
10.0018 1
0.00019
Methylene chloride
10.00034
0.00004
Total x lenes
10.00098 jil
0.00010
Total:
0.0027
0.20062
10/18/2018
10 22 20193
1,4-dichlorobenzene
0.0037
407,807
8,936
0.00028
Acetone
0.006
J
J
0.00045
Benzene
0.0017
0.00013
Chlorobenzene
0.0038
0.00028
Eth (benzene
0.0016
0.00012
Toluene
10.00039
0.00003
Total x lenes
10.0017
0.00013
Total:
0.0014
0.20203
10/22/2019
3 18 20203
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 1
0.00351
Eth (benzene
0.0027
0.00296
Methyl isobutyl ketone
0.00079
0.00087
Toluene
0.00070
0.00077
Total x lenes
10.00209
0.00229
Total:
0.0886
0.29058
3/18/2020
10 14 20203
1,2-dichloroethene, cis-
0.00029
J 639,343
99,699
0.00024
1,3-dichlorobenzene
0.00027
J
J
J
H
0.00022
1,4-dichlorobenzene
0.0048
0.00398
1,4-dioxane
0.058
0.04814
Acetone
0.011 1
0.00913
Acetonitri a (et anenitri 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
0.00201
1,4-dioxane
4
54
Acetone
4
0.00425
Benzene
TMT45
0.00128
Chlorobenzene
0.00428
Eth (benzene
0.000838
MGM-4
Naphthalene0.00710
Tetrah drofuran
T
5
Total x lenes
47
Total:
0.1501
0.60659
10/20/2021
3/7/2022
1,4-dichlorobenzene
0.00168
710,029
8,035
0.00011
1,4-dioxane
0.106
0.00709
Acetone
0.00641
0.00043
Benzene
0.00148
0.00010
Chlorobenzene
0.00418
0.00028
Tetra hyd rofu ra n
0.168
0.01124
Total:
0.0193
0.62584
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 Countv 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 efficiencv.
Spring 2022 Semiannual Water Quality Monitoring Report Page 2 of 3
Jackson County Closed Municipal Solid Waste Landfill July 2022

Table 4
Mass Removal Calculations for VOCs Detected in the Leachate Sample (LT-01)
Loncen-
tration in
Cumulative
Mass
Sample Dates
LT-01
Flow at Gauge
Differential
Removed
Estimated Cumulative
Detected VOCs
(mg/L)
(gal)
Flow (gal)
(lb)
Mass Removed (lb)
Beginning
Ending
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 2022 Semiannual Water Quality Monitoring Report Page 3 of 3
Jackson County Closed Municipal Solid Waste Landfill July 2022

Figures

Z. d
nr CFO
I t
_ X
R r
-41
14
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~,
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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 WQWQ_Fig01_JacksonCounty_SpringWQ2022_Sitel-ocationMap.nnxcl
kzANCHOR Figure 1
QEA Site Location Map
Anchor QEA of North Carolina, PLLC Spring 2022 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
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill

ilm.1106"6.14)
060
2
V
2 �♦ `� `� ♦ ♦ 2�Qo `
/ ♦ `�
♦♦ ♦♦ ` -10 2020`
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POD
012
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nib �,9, ` ` ` ` •., `
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` ♦ ` %
` 7960`. • •MW-05
MW-07
(1,949.41)
( Q�7
MW-04
(1,955.32)
Publish Date: 2022/06/29, 10:19 AM I User: kpressleybernal
Filepath: Q:\Jobs\JacksonCounty_NC_1480\Maps\2022\Spring WQ\AQ_Fig03_JacksonCounty_SpringWQ2022_GroundwaterElevationMap.mxd
kZANCHOR
QEA
e�
1)
LEGEND:
® Saprolite Monitoring Well
® PWR Monitoring Well
Bedrock Monitoring Well
Generalized Groundwater Elevation Contour
(10-Foot Interval)
■Leachate Sample Location and Flow
Equalization Tank
• • • • Edge of Waste
— Stream
QProperty Boundary
Road
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
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, MW-06, and MW-07. Direction is
calculated based on depth to water measured
on March 7 and 8, 2022.
5. Last names of property owners are shown in
parcels that border the landfill property.
6. GW: Groundwater
7. PWR: Partially Weathered Rock
0
0 200
Feet
Figure 3
Generalized Groundwater Flow Direction
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill

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

ANCHOR
kL QEA
Anchor QEA Of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Well Sampling Log
IWO ID: MW-01
Project Name: Jackson County Landfill
Date: 0
Project Number. C11480-01.02
Weather: S d
Project Location: Dillsboro, NC
Facility ID or Permit # (if applicable): 50-02
Sample Collector(s):
Sample ID (on COC): MW-01- t%aZ G�G S
Well Diameter. 2
in Sample Time:
Screen Interval: N/A
ft bgs
Measuring Point: TOC
Well Depth (WD): 110.5 ft TOC
Well Type: AStick Up ❑Flush Mount
Water Level in Feet (WL): 4 Jv 3 ft TOC
Comments: ; '
Length of Water Column (LWC): ft; (WD - WL)
One Casing Volume: ,�� gallons; (LWC x WCV)
Three Casing Volumes: �f �(� gallons
Actual Volume Purged: 1 no gallons
Tagged Bottom: I I - t I ft at (time):
j'Aso Three Casing Volumes: gallons
Well Casing Volumes (WCV)
1" = 0.04 Gal/Ft 2" = 0.16 Gal/F 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-Dis Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other:
Bailer-Dis Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Sample Method:
Oxidation
Dissolved
Specific
pH (S.U.)
Reduction
Gallons
Temperature
Oxygen
Conductivity
reportto 0.1
Potential
Turbidity
Reading
Time
Purged
VQ
(mg/L)
(pmhos/cm)
S.U.
(m1)
(NTU)
Comments
1
12 ui
0725-
i7,
6
3
5
I1
i
- ,»t- I�i
4
17 J n
r
n 3r�(
- �T
=
5
i
Lam.
6
7
8
9
10
Sampling Container
I Number of Containers Requested Analysis
500 mL Plastic
250 mL Plastic
em IS
125 mL Plastic
40 mL Glass
QS
1 L Glass
Other
Protective Casing:_ Pad: Lock: vegetation:_ Access:
Sample Analysts ^
Signature: f,
g 1
Sample
Analysts Cam/ t f p p [� l
� A Date: 03 pf
Name: '<0LI
as
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% and turbidity, +/- 3% Conductivity, +/- 0.7 pH unit; +/- mV forORP
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 ,ter, I I� � C) )O� UAW
(,
Abbreviations: Method Reference: 1 fil.v t— eddo
°C: degrees Celsius S.U.: standard units Temperature: SM 2550 B-2010 r t� v'
pmhos/cm: micromhos per centimeter ft: feet Specific conductivity: EPA Method 120.1, Rev. 1982 �vc
mg/L: milligrams per liter in: inches DO: SM 4500 O G-2011
mV: millivolt bgs: below ground surface pH: SM 4500-11' B-2011
11 NTU: nephelometric turbidity units TOC: top of casing Turbidity: SM 2130 B-,2{0S� e L ` L�'3 (-
1 Page 1 of 1
ton ia, l �`' - J �e �Y rc c I`w ov uI/� � ��1
MD C CaVyl�t%' GL ( JCrv`niyu SJct b r r�h�

531oiu .-
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:
1
3 _1 al'
Project Number.
C11480-01.02
Weather.
SVIZ f
Project Location:
Dillsboro, NC
Facility
ID or Permit # (if applicable):
50-02
Sample Collector(s):
S G/ K- P
Sample ID (on COQ:
MW-02-�,6,a -A O�d�
Well Diameter.
2
in
Sample Time:
I D 0
Screen Interval:
N/A
ft bgs
Measuring Point
TOC
Well Depth (WD):
60.7 ft TOC
Well Type:
AStick Up ❑Flush Mount
Water Level in Feet (WL):
r-10 , 1 1 ft TOC
Comments:
Length of Water Column (LWQ:
C90 , S( 0ft; (WD - WL)
One Casing Volume:
�j, ' +�F gallons; (LWC x WCV)
Three Casing Volumes:
, gallons
Lit)Ls
Actual Volume Purged:
fl gallons
Tagged Bottom:
(pa at (time):
Three Casing Volumes:
gallons
1fi
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:
rBailer-Disp.
Bailer -Teflon Dedicated Pump
Bailer-Disp. 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 0.1
Potential
Turbidity
Reading
Time
Purged
CQ
(mg/L)
(Nmhos/cm)
S.U.
(m1)
(NTU)
Comments
0 36
o, �s
tr ;
, i 1
/TO, 7
6:z,o
y 66
2
Del'-'7
/�5 . Z
6
I go,
S. 9
3-.7,
3 0
3
OF's-'q
� D
!
, y
a 17,
Z
2-
4
©y�7
?
! S-- c�
/
22�y, O
4,,o
,570..5-
?& S-
5
U` ql
1J r oA.
70
i ci .3
3-5/, 6
— o. _
9L*
6
1S)40
1 169
q. 1F
wto -
ti,
iZ
7
8
9
10
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
/ljj Q y�y [ ,
L k.;, r" tr r. i
125 mL Plastic
40 mL Glass
O-i d
92-60
1 L Glass
Other
Protective Casing: K Pad: Qk'_ Lock: W_ Vegetation: t*-
Access: DA:�
Sample Analysts
�
Sample
Analysts
Signature.
��
Date: ��
Name:
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 tent 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:
°C: degrees Celsius S.U.: standard units
ymhos/cm: micromhos per centimeter ft: feet
mg/L milligrams per liter in: inches
mv: millivolt bgs: below ground surface
NTU: nephelometric turbidity units 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
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
`.ow -Flow Sampling Log
Poll ID: MW-03
Project Name: Jackson County Landfill
Project Number: C11480-01.02
Project Location: Dillsboro, NC
Sample Collector(s): S
Well Diameter: 2
Screen Interval: 48.5-63.5
Well Depth (as constructed): 65.5
Depth to Water. r1K +3
Measuring Point: TOC
Depth of Pump Intake: 50
Pump Used (circle): Peristaltic Bladder
Comments: ICFOSee12:
5�C{d-RilEF99CCp:
Date: h I Gp f 'A 0% �
Weather.'
Facility ID or Permit # (if applicable): 50-02
Sample ID (on COQ: MW-03- 204a PAID
in Arrive at Well: Z
ft bgs Start Time: 01JI
it bgs Sample Time: rr
ft Leave Well:
Well Type: XStick Up ❑Flush Mount
it Tagged Bottom: p� , ft at (time): b a'
Other (describe): Purge Rate: / SJ
6 in (a) t)!q L� Total Volume Purged:
�Of�U C�} —I,-" Pump Speed: L I U 1 � }
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)
©q I
, f
l `1 O
y o3, S-
v
2-q1:
p q.1Z
., 93
/ `I.1
il, YS
40J.1
�'. l
Z73
Is -"I
oq).
`-i,93
f :3
7d-
1--(oa.S
9,
Z, �: y
1y. if
o %).9
1'fly
61
`-6o!r7
?
Y
3,rr
(09 1
`11,13
t '' q
S,qo
-fOr, T___j7,
23Y
I'! 7
0 1
!,?qlU
H ,
y,o2r0
S'.S
2- "1
037
f,
i , y
9, '�'
yo(, ;L
FIS
Zz6, 9
9,61
`l(9(r
ZZU Z
10-
Sample Analyst Signature:' -
Sample Analyst
Name:
i
Mfw
Date:
�y
i
Notes:
w
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity,' +/- 3% Conductivity; +/- 0.7 pH unit; +/- 70 mV (or 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 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-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
yin_ �t-SL��ec� L✓� l�}-ct.��t e{�Q (.6 � �, l-{- �/ale
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
' ow -Flow Sampling Log
Well ID, MW-04
Project Name: Jackson County Landfill
ProjectNumber. C11480-01.02
Project Location: Dillsboro, NC
Sample Collector(s):
Well Diameter. 2
Screen Interval: 25 - 40
Well Depth (as constructed): 43
Depth to Water. o� S 03
Measuring Point: TOC
Depth of Pump Intake: 35
Pump Used (circle): Peristaltic Bladder
Comments: -gt
Date: -
Weather. O
Facility ID or Permit * (if applicable): 50-02
Sample ID (on COC): MW-04- _� L;a,�
in Arrive at Well: O 05
ft bgs Start Time:
ft bgs Sample Time:
ft Leave Well:
Well Type: HStick Up
ft Tagged Bottom: yam, y�
Other (describe):
p
t �yeX•
1)3D
] a
❑Flush Mount
ft at (time): /b/ q
Purge Rate: 91W ry'Hmlll
Total Volume Purged: 8
Pump Speed:
Time
Cu I ✓
w
1GL�C�LY U�fw
DTW (feet)
-v
Temperature (°C)
Dissolved Oxygen
(mg/L)
Speck
Conductivity
mhos/cm
(p )
pH (S.U.)
report to 0.1 S.U.
re p
Oxidation
Reduction
Potential (m10
Turbidity (NTU)
�t
{{
li r
S, i
J21
1r t1
41'
l
S
S
�i.
14
5.(
r T,
10
4S
1_5�iLol
1
1
n
tp l
�, �t<
;
T►
5 �°
Spa.
Db
S .{'
5 LLD
52
IL 4
1, 21
Sample Analyst Signature:,��l Jqy
Sample Analyst
Name:
j
(e SS C
Date: a
L)�d
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% DO and turbidity,' +/- 3% Conductivity., +/- 0.1 pH unit +/- 10 mV (or 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
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-2011
mv: millivolt bgs: below ground surface
pH: SM 4500-11' B-2011
NTU: nephelometric turbidity units TOC: top of casing
Turbidity: SM 2130 B-2011
Oh -IFrC @ *913
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-05R
Project Name:
Jackson County Landfill
Date: ' )
Project Number.
C11480-01.02
Weather: QOF Fa
Project Location:
Dillsboro, NC
Facility ID or Permit # (if applicable): 50-02
Sample Collector(s):
S C
Sample ID (on COQ: MW-05R- —ID A A O V 4
Well Diameter.
2
in Sample Time: / Lj/0
Screen Interval:
N/A
ft bgs
Measuring Point:
TOC
Well Depth (WD): 54
ft TOC
Well Type:
KStick Up ❑Flush Mount
Water Level in Feet (WL):
ft TOC
Comments:
Length of Water Column (LWQ:
ft; (WD - WL)
One Casing Volume:
gallons; (LWC x WCV)
Three Casing Volumes: , a L f
gallons 13 jp LC
Actual Volume Purged:
gallons
Tagged Bottom:
S E'�ft at (time):
L,L l Three Casing Volumes:
gallons
Well Casing Volumes (WCV)
1" = 0.04 Gal/FA
al/F 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
VQ
(mg/L)
(pmhos/cm)
S.U.
(mv)
(NTU)
Comments
2
,
3
!
a
5
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: t
Sample Analysts
Signaturetiz
RMP-t,
Sample
Analysts
Qtgsl Date:
f
-1f
Name7!K CA&
S
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% 0 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.
4. NC Field Laboratory Certificate Number 5445
Abbreviations:
°C: degrees Celsius
S.U.: standard units
pmhos/cm: micromhos per centimeter
ft: feet
mg/L• milligrams per liter
in: inches
mv: millivolt
bgs: below ground surface
NTU: nephelometric turbidity units
TOC: top of casing
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
_}!/\J ® 9
�1� c

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville. North Carolina 28801.
'�,ow-Flow Sampling Log
IWO ID: MW-06
Project Name: Jackson County Landfill Date: �[ 1
Project Number: C11480-01.02 Wea1h' r.. qLA V,
Project Location: Dillsboro, NC Facility ID or Permit # (if applicable): 50-02
Sample Collector(s): sC, Sample ID (on COC): MW-06--2 ,% -1❑
Well Diameter: 2 in Arrive at Well: i c)4
Screen Interval: 84-94 ft bgs Start Time: i1
Well Depth (as constructed): 94 ft bgs Sample Time: t 3
Depth to Water. '$3, 3-7 ft Leave Well: .
Measuring Point: TOC Well Type: HStick Up ❑Flush Mount
Depth of Pump Intake: 91 ft Tagged Bottom: y %-D ft at (time):
Pump Used (circle): Peristaltic Bladder Other (describe): Purge Rate:
Comments: s fOG 2 :: r(l�{•-� �� Total Volume Purged:
iZC>uCl OS9By= rrI 4Pump Speed:
�QSZ
CN (, ( YI
1.
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)
k
s. i co
ia5:
�t (o
K
a .
3, 5
iq.
a
="
1y,8'
Sample Analyst Signature:
-
Sample Analyst
Name:
v
Date:
o3 bpia ;r
Notes: L
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 members 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-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
q S1 w J usl f­v�m e d 0 n. K LP
P t) �J H ack-) `5, q S Lc Lo 113 Co - KL_-P
S
Page 1 of 1

ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
ow -Flow Sampling Log
Well ID: MW-07
Project Name: Jackson County Landfill
Project Number. C11480-01.02
Project Location: Dillsboro, NC
Sample Collector(s): `_KE
Well Diameter. 2
Screen Interval: 70 - 95
Well Depth (as constructed): 95
Depth to Water.:11:133
Measuring Point: TOC
Depth of Pump Intake: 85
Pump Used (circle): Peristaltic
Comments: .8t&FWq 0FBSeejq-.-Flo—,
gtpp-(gy{O(rp�
Date: 3 0)
Weather: V
Facility ID or Permit # (if applicable): 50-02
Sample ID (on COC): MW-07- Cl2Z O a7 0 7
in Arrive at Well: 3
ft bgs Start Time:
ft bgs Sample Time:
ft Leave Well:
Well Type: Stick Upr ❑Flush Mount
ft Tagged Bottom: (PC) ft at (time):
Bladder Other (describe): Purge Rate:
obs-er.%W P j O® Total volume Purged:
Pump Speed:
j
l 7 - -st `7✓h,
Time
DTW (feet)
Temperature (*Q
Dissolved Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (m1)
Turbidity (NTU)
3f, 7-3
V16 . ol
J-Z , ZQ
7J__
4 Z o
31, e6
_.
, f
11610
F. `xa
Z
1 i 8Y
17,
3.5`
�'A 7
7, 7
t
1,
TO
(,A
93o
t v
S>J0
►�z
$
16.
,v°f
Sample Analyst Signature:
Sample Analyst
Name:° i ' I . ,1 G
Date:
Notes:
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 10% 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.
4. NC Field Laboratory Certificate Number 5445
5. 1 pmho/cm = 1 pS/cm
Abbreviations:
Method Reference: .
°C: degrees Celsius S.0 : 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
` QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
iampling Log - Grab
Location ID- LT-01
Project Name:
Project Number.
Project Location:
Sample Collector(s):
Comments:
Jackson County Landfill Date:
C11480-01.02 Weather.
Dillsboro, NC Facility ID or Permit # (if applicable):
Sample ID (on COC):
50-02
LT-01-
Sample Method (circle one): Grab
Syringe Pump
Bailer-Disp. Other.
Time
Temperature
(°C)
Dissolved
Oxygen
(mg
Specific
Conductivity
(ymhos/cm)
pH (S.U.)
reportto 0.T S.U.
Oxidation
Reduction
Potential (mV)
Turbidity
(NTU)
Comments
1 ^
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: jVaLVA4\ Name: %r eM ru Date: +� ! Vi-x
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 O G-2011
pH: SM 4500-H' B-2011
Turbidity: SM 2130 B-2011
Page 1 of 1

ANCHOR
QEA u
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
Date:
2a O
Project Number:
C11480-01.02
Weather:
-:LV� 1 T
Project Location:
Dillsboro, NC
Facility ID or Permit # (if applicable):
50-02
Sample Collector(s):
SC/
Sample ID (on COC):
SW-01- a alfJo �i—
Comments:
Upstream of landfill
Sample Method (circle
one):
Grab
Syringe
Pump
Bailer Disp.
Other:
Specific
Oxidation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VQ
Oxygen (mg/L)
(pmhos/cm)
report to 0.1 S.U.
Potential (m1)
(NTU)
Comments
�i.o5
aa,5�s-�-�-
M1t 1 ©�
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
4
_
f1L7JtZ+p-}{S I�
250 mL Plastic
125 mL Plastic
40 mL Glass
! 0
1 L Glass
Other
Vegetation: Q
Sample Analyst Signature:
Sample Analyst
Name:
Access: S-�e Q b S I fn StvG( m
Date:
1. Documentation errors are to be crossed out with a sinale 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
Turbiditv: SM 2130 B-2011
:3///Zv2Z
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-02
Project Name: Jackson County Landfill Date:
Project Number: C11480-01.02 Weather.
Project Location: Dillsboro, NC Facility ID or Permit # (if applicable): 50-02
Sample Collector(s): Sample ID (on COQ SW-02- ';Oct a 03
Comments: Downstream of landfill
Sample Method (circle
Grab Syringe Pump Bailer-Disp. Other:
one):
Specific
Oxidation
Temperature
Dissolved
Conductivity
pH (S.U.)
Reduction
Turbidity
Time
VC)
Oxygen (mg/L)
(pmhos/cm)
reportto 0.7 S.U.
Potential (m1)
(NTU)
Comments
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
ty
125 mL Plastic
40 mL Glass
V 0 CS
1 L Glass
Other
Vegetation: g !0101a r bovb Access: Zft,ve
Sample Analyst _
Sample Analyst Signature: Name: Date: �r I
Notes:
1. Documentation errors are to be crossed out with a sinale line. so the oriainal 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 O 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
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Surface Water Sampling Log
Location ID:
Project Name: 1CQJ� .{ J-� ( �0 I" i Date:
Project Number: C! I - I d Weather: �`
Project Location: _�I �1g'j �JL Facility ID or Permit # (if applicable):
Sample Collector(s): IZ) t! p Sample ID (on COC): � b -(D S ' Jb�A"D 30
Comments:
Sample Method (circle
one):
=
`, Grabs Syringe
Pump
Bailer-Disp. Other:
Time
Temperature
VQ
Dissolved
Oxygen (mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity
(NTU)
Comments
J3g1
ay
'(0 (o
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
- lat
- -
250 mL Plastic
r_�{....� ► -OWMSE
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation: rm.1 Pi l ( L ` V �l �N l )1 I Access: � rt'� YIl (,1 ('C (2
Sample Analyst
Sample Analyst Signature: Name: -) Date:
Notes:
1. Documentation errors are to be crossed out with a sinole 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
Turbiditv: SM 2130 B-2011
S.U.: standard units
Page 1 of 1

4-9 ANCHOR
QEA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
>ampling Log - Grab
Location ID: DW-01
Project Name:
Project Number.
Project Location:
Sample Collector(s):
Comments:
Jackson County Landfill Date:
C11480-01.02 Weather.
Dillsboro, INC Facility ID or Permit # (if applicable):
Sc Sample ID (on COC):
Purged 30 gallons prior to sampling. Wilkey residence.
Z 3
Lib r CU)n
50-02
DW-01- 6)7 Z 03 !�
Sample Method (circle one): Grab
Syringe Pump
Bailer-Disp. Other.
Time
Temperature
VQ
Dissolved
Oxygen
(mg/L)
Specific
Conductivity
(pmhos/cm)
pH (S.U.)
reportto 0.1 S.U.
Oxidation
Reduction
Potential (m1)
Turbidity
(NTU)
Comments
LL
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation: ]I R Access: 2 Dc—OL
Sample Analyst
Sample Analyst Signature: me: Date: ! 1`
Notes: ii
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
QE
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Well Sampling Log
Palm c7 W _6 "`4
Project Name: �(�(
h rA (� Q rn ju& Date:
Og "�j
Project Number.
v
UA=Weather.
' d 0 .
Project Location: � ,
I Facility ID or Permit # (if applicable):
Sample Collector(s):
Sample ID (on COC):
Well Diameter.
in Sample Time:
Screen Interval:
ft bgs
Measuring Point:
Well Depth (WD):
ft TOC
Well Type: oStick Up
❑Flush Mount Water Level in Feet (WL):
ft TOC
Comments:
Length of Water Column (LWQ:
ft; (WD - WL)
�m
� YV t If.K)_-�- L,gl � � Lt�r�. One Casing Volume:
gallons; (LWC x WCV)
J Three Casing Volumes:
gallons
Actual Volume Purged:
gallons
Tagged Bottom:
ft at (time): Three Casing Volumes:
gallons
Well Casing Volumes (WCV)
1" = 0.04 Gal/Ft 2" = 0.16 GaVFt 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
VQ
(mg/L)
(pmhos/cm)
S.U.
(mV)
(NTU)
Comments
1
r
2
3
4
5
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
Signature:
Sample
Analysts ! I
�_
Date:
!OUAAAAAAe
Name: _ v
Notes: I L/ V
1: Stabilization (3 successive readings, 3 minutes apart): within +/- 70% DO and turbidity, +/- 3% Conductivity; +/- 0.7 pH unit; +/- 70 mV fbrORP
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:
°C: degrees Celsius S.U.: standard units
pmhos/cm: micromhos per centimeter ft: feet
mg/L: milligrams per liter in: inches
mV: millivolt bgs: below ground surface
NTU: nephelometric turbidity units TOC: top of casing
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
Equipment Documentation and Instrument Calibration Data Sheet
Project Name: Jackson County Landfill Analyst Conducting Calibration:;
Project Number. C11480-01.02 Date of Calibration: -
Project Location: Dillsboro, NC Dare of Field Measureme,�1.
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 Company
Select Turb(dimeter.F:X� Hach 2100Q (s/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
-3 -4issce
a�a
31-4I t7A
Instrument Readings
(Hach 2100Q)
Instrument Readings
(HF Scientific MicroTPVII)
Cal Std Information
10 NTU
20 NTU
100 NTU
800 NTU
1,000 NTU
10.0 NTU
0.02 TU
Lot #:
i
1
Expiration Date:
- 3
Cal (NTU): n f,
Cal (NTU :
Cal (N>1. G Q
P'j.
Cal (NTU):
Cal (NTU):
Cal (NTU):
Time:W
Time- n�
Time: �(Jr1
f l
Time:
Time:
Time:
Calibration
Verification:
•Pre -Analysis
Check (10 NTU):
Resul NTU : Z
✓
Time:
�f
a W �O
"Pre -Analysis
Check (10 TU):
Resuft (NTU):
Time:
"Post -Analysis
Check (10 NTU):
U):
Result (To
('11 r
Time:
by ��
•Pos nalysis
Check 00 NTU):
Result (NTU):
Time:
YSI Professional Plus Multiparameter Meter (s/n 1811101802)
Instrument Readings
Cal Std Information
Lot #
Date
Opened
P .Date
Dissolved Oxygen
(% saturation)
Initial (%):
Cal (%):
mmHg:
[� r 5 (
Temperature CC):
�S� rb
Time: ((,�
b ;0
DO (Site #2,
if a licablel"
Initial (%):
Cal (%):
mmHg:
Temperature (°C):
Time:
QC" Check: D O
Ti iI
Result
Ti me
Result
Time,
Result
PH7S.U.
report to0.1 S.U.
Initial:
- l
pHm
Cal (S.U.)-.
�+^
pHmV:
`?
Time,
/yl
(f
1�Ia`
b(p Ia3
PH 4 S.U.
report to0.7S.0
Initial:
pHmV:
�'" —I r
Cal (S.U.):
pHmV:
(4 'ct
Time: «�
Ota
" ��!
��
0� W
PH 10 S.U.
report to0.15.U.
Initial:
t
pH mV:' tq
_1
Cal (S.U.):
.
pHmV:
r�
Time:
�j
1� f6
r
QC** pH 7 S.U.
ref ort to a SU.
Time: 'i
�
Result (S.U.):11
r t
Time: r
Result (S.U.)(�•� 11- Si
Time:
Result (S.U.):
( I
,� I
rt3
K
Spec.Cond.
1,000 p mhos/cm
Initial: �(
v
Cal(pmhs/cin):
to 1� �,J
Time:
0(0
`
�L1IR
a
% Recovery=
QC" Spec Cond.
1,000 pmhos/cm
Time: (
' i
Result (pmhos/cm):
Li
Time: �i
r
Result (pmhos/i:2)
I V
ime:
f
Result (pmhos/cm):
i a5
I a-1
a�
% Recovery=
ORP 200 mV
Initial:
Cal:
Temperature (°C):
1 l f
Time: r
7(I
a r
wS a�
_
',
t
Analyst Signature: Analyst Name: fi, C - V. 1 Date: .�
Notes: 0
0
Revision 6, 12/20/20, MAK
1. Instruments shall be calibrated in accordance with the manufacturers 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 opt 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 4500-H' B-2011
mV: millivolt Spec. Cond.: Specific Conductivity
Turbidity. SM 2130 B-2011
Pq I GC aryl D O� 31_1 L0 C�� fir+ ('vl PEA q OUCY(AfV-1 r
Page 1 of 1
)34 q or) 391�

a•a1
ANCHOR
QEA
Equipment Documentation and Instrument Calibration Data Sheet
Project Name: Jackson CountyLandfill Analyst Conducting Calibration:
Project Number: C11480-01.02 Date of Calibration:
Project Location: Dillsboro, NC Date of Field Measurements: _
Facility ID or Permit # ('rf applicable):
50-02
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
Equipment Type Brand Serial Number Date of Use Rental Company
Select Turbidimeter.® Hach 2100Q (s/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Instrument Readings
Instrument Readings
(Hach 2100Q)
(HF Scientific MicroTPW)
Cal Std Information
10 NTU
20 NTU
100 NTU
800 NTU
1,000 NTU
10.0 NTU
0-02 NTU
Lot
Expiration Date:
Cal (NT,l (D -i
J,�J 1
Cal (N ) 1(�
b
Cal (NTU):
Cal (NTU):
Cal (NTU):
Cal (NIT
Time: r 3
Time- qc,
Timer• 5
Time:
Time: _
ime:
�d
Calibration
"Pre -Analysis
Result (NTU):
Time:
rVV1l
*Pre -Analysis
R .5kA TU):
Time:
Verification•
Check (10 NTU):
l
Check (10 NTU):
*Post -Analysis
Result NTU : /�`�A
`mil
Time:
b
*Post -Analysis
Result (NTU):
Time:
Check (10 NTU):
i
/
Check (10 NTU):
YSI Professional Plus Multiparameter Meter (s/n '186101802)
Cal Still Information
Instrument Readings
Date
Lot #
Opened
Exp. Date
Dissolved Oxygen
Initial (%):
Cal (%):
mmHg:
Temperature (°4):
Time:
-13
(% saturation)
l D ) 0
0^-/
l
0
DO (Site #2,
Initial (%):
Cal (%):
mmHg:
Temperature CC):
Time:
ifapplicablei
QC** Check DO
Time:/Q
q
Result (%): 103, D
Time
Result
r
Time:
Result (%):
PH 7 S.U.
Initial:
pHmV_ ,� ; n
Cal (S.U.):
pHmV:
Time:
k i
1 if a (
(v I Q3
report to 0.1 S.U.
,�•L� -
+
PH 4 S.U.
]Time:,
Initial:
�1
pHmV:
",
Cal IS.U.):
I�
pHmV:
Time:
/J
i�Ia�
'''�•�
report to0.1S.U.
1:J
Jll�'Y/
�
PH 10
Initi
:� (
pHmmV: 2 � ^
Cal (
11!!10
o
pHmV:
Time:
(.
report to 0.7 S.U.
0.7 S.
:JJ
tub r
il-
QC**
Result (S.U.): �-�
Time:
Result (S.U.):
Time:
Result (S.U.):
ivc
�,I �a
�� 3
report to 0. S U.
Spec Cond.
Initial:
��
Cal (pmhos/cm):
Time:
�
l a�
(��
a
1,000 mhos/cm
l
I���
'✓�.✓�`u
T•
% Recovery=
QC** Spec. Cond.
Time:
Result (pmhos/cm):
Time:'j.
Result (pmhos/cm):
Time:
Result (pmhos/cm):
1,000 pmhos/cm
% Recovery=
ORP 200
Initial:
Cal: G
Teture (°C):
Time
t 3f�l 5
Arrlys! 3 �
AnalystSigltature: Date:
Notes:rwia_,�L_
�rif
Revision 6, 12/20/20, MAK
1. Instruments shall be calibrated in accordance with the manufacturer's operaC anual.
c 2. Speific 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
DC: dissolved oxygen s/n: serial number
DO: SM 45000 G-2011
mg/L: milligrams per liter S.U.: standard units
pH: SM 4500-H' 0-2011
mV: millivolt 5 ec. Cond: Specific Conductivity
Turbidity: SM 2130 B-2011
- 0A s� 11 -� I a s (L). .
:�,Ce tiC&N CGJ Ecikef-1111 .
Page 1 of 1

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

Waypointo
ANALYTICAL
3/25/2022
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville, NC, 28801
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Ref: Analytical Testing
Lab Report Number: 22-069-0032
Client Project Description: Jackson County Landfill GW
C11480-01.02 Task 02
Site: 58-02
Project Number: 58-02
Dear Chuck Pippin:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/10/2022 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,
J* 11 OA-2�—
Kyle N. Collins
General Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 17

Waypoint.0
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
07/31/2022
North Carolina
State Program
402
12/31/2022
South Carolina
State Program
99012
07/31/2022
South Carolina
State Program
99012
12/31/2022
Page 1 of 1 00016/22-069-0032
Page 2 of 17

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 22-069-0032
Client Project Description: Jackson County Landfill GW
C11480-01.02 Task 02
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
95864
DW-01-20220308
Aqueous
03/08/2022 16:05
03/10/2022
11:15
524.2
95865
DW-02-20220308
Aqueous
03/08/2022 16:30
03/10/2022
11:15
524.2
95866
TB-DW-20220308
Aqueous
03/08/2022
03/10/2022
11:15
524.2
Pace Analytical - Huntersville, NC, Huntersville, NC
Page 3 of 17

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
March 18, 2022
Angela Overcash
Waypoint Analytical
449 Springbrook Rd
Charlotte, NC 28217
RE: Project: 1433EXP-Revised Report
Pace Project No.: 92593013
Dear Angela Overcash:
Enclosed are the analytical results for sample(s) received by the laboratory on March 11, 2022. The results relate only to
the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Ormond Beach
This revision was issued on 03/18/22 to update the report recipient on the cover page, per client request.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Matthew Brainard
[e-mail]
[phone]
Project Manager
Enclosures
cc: Robbi A. Jones, Prism Laboratories, Inc.
b2 � .%I REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
9 without the written consent of Pace Analytical Services, LLC.
Page 4 of 17
Page 1 of 12

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
CERTIFICATIONS
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
Pace Analytical Services Ormond Beach
8 East Tower Circle, Ormond Beach, FL 32174
Montana Certification #: Cert 0074
Alaska DEC- CS/UST/LUST
Nebraska Certification: NE-OS-28-14
Alabama Certification #: 41320
New Hampshire Certification #: 2958
Colorado Certification: FL NELAC Reciprocity
New Jersey Certification #: FL022
Connecticut Certification M PH-0216
New York Certification #: 11608
Delaware Certification: FL NELAC Reciprocity
North Carolina Environmental Certificate #: 667
Florida Certification #: E83079
North Carolina Certification #: 12710
Georgia Certification #: 955
North Dakota Certification #: R-216
Guam Certification: FL NELAC Reciprocity
Ohio DEP 87780
Hawaii Certification: FL NELAC Reciprocity
Oklahoma Certification #: D9947
Illinois Certification #: 200068
Pennsylvania Certification #: 68-00547
Indiana Certification: FL NELAC Reciprocity
Puerto Rico Certification #: FLO1264
Kansas Certification M E-10383
South Carolina Certification: #96042001
Kentucky Certification #: 90050
Tennessee Certification #: TN02974
Louisiana Certification #: FL NELAC Reciprocity
Texas Certification: FL NELAC Reciprocity
Louisiana Environmental Certificate M 05007
US Virgin Islands Certification: FL NELAC Reciprocity
Maine Certification #: FLO1264
Virginia Environmental Certification #: 460165
Maryland Certification: #346
West Virginia Certification #: 9962C
Michigan Certification #: 9911
Wisconsin Certification #: 399079670
Mississippi Certification: FL NELAC Reciprocity
Wyoming (EPA Region 8): FL NELAC Reciprocity
Missouri Certification M 236
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 17
Page 2 of 12

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
Analytes
Lab ID Sample ID
Method
Analysts
Reported
Laboratory
92593013001 DW-01-20220308
EPA 524.2
CLT
24
PASI-0
92593013002 DW-02-20220308
EPA 524.2
CLT
24
PASI-0
92593013003 TB-DW-20220308
EPA 524.2
CLT
24
PASI-0
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 3 of 12
Page 6 of 17

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
ANALYTICAL RESULTS
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
Sample: DW-01-20220308 Lab ID: 92593013001 Collected: 03/08/22 16:05 Received: 03/11/22 10:55 Matrix: Water
Parameters Results Units Report Limit 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
1
03/16/22 15:50
71-43-2
Carbon tetrachloride
ND
mg/L
0.00050
1
03/16/22 15:50
56-23-5
Chlorobenzene
ND
mg/L
0.00050
1
03/16/22 15:50
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.00050
1
03/16/22 15:50
95-50-1
1,4-Dichlorobenzene
ND
mg/L
0.00050
1
03/16/22 15:50
106-46-7
1,2-Dichloroethane
ND
mg/L
0.00050
1
03/16/22 15:50
107-06-2
1,1-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 15:50
75-35-4
cis-1,2-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 15:50
156-59-2
trans- 1,2-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 15:50
156-60-5
1,2-Dichloropropane
ND
mg/L
0.00050
1
03/16/22 15:50
78-87-5
Ethylbenzene
ND
mg/L
0.00050
1
03/16/22 15:50
100-41-4
Methylene Chloride
ND
mg/L
0.0010
1
03/16/22 15:50
75-09-2
Styrene
ND
mg/L
0.00050
1
03/16/22 15:50
100-42-5
Tetrachloroethene
ND
mg/L
0.00050
1
03/16/22 15:50
127-18-4
Toluene
ND
mg/L
0.00050
1
03/16/22 15:50
108-88-3
1,2,4-Trichlorobenzene
ND
mg/L
0.00050
1
03/16/22 15:50
120-82-1
1,1,1-Trichloroethane
ND
mg/L
0.00050
1
03/16/22 15:50
71-55-6
1,1,2-Trichloroethane
ND
mg/L
0.00050
1
03/16/22 15:50
79-00-5
Trichloroethene
ND
mg/L
0.00050
1
03/16/22 15:50
79-01-6
Vinyl chloride
ND
mg/L
0.00050
1
03/16/22 15:50
75-01-4
Xylene (Total)
ND
mg/L
0.0010
1
03/16/22 15:50
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
102
%
70-130
1
03/16/22 15:50
460-00-4
Toluene-d8 (S)
95
%
70-130
1
03/16/22 15:50
2037-26-5
1,2-Dichlorobenzene-d4 (S)
107
%
70-130
1
03/16/22 15:50
2199-69-1
Sample: DW-02-20220308 Lab ID: 92593013002 Collected: 03/08/22 16:30 Received: 03/11/22 10:55 Matrix: Water
Parameters Results Units Report Limit 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
1
03/16/22 16:14
71-43-2
Carbon tetrachloride
ND
mg/L
0.00050
1
03/16/22 16:14
56-23-5
Chlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:14
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:14
95-50-1
1,4-Dichlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:14
106-46-7
1,2-Dichloroethane
ND
mg/L
0.00050
1
03/16/22 16:14
107-06-2
1,1-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 16:14
75-35-4
cis-1,2-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 16:14
156-59-2
trans- 1,2-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 16:14
156-60-5
1,2-Dichloropropane
ND
mg/L
0.00050
1
03/16/22 16:14
78-87-5
Ethylbenzene
ND
mg/L
0.00050
1
03/16/22 16:14
100-41-4
Methylene Chloride
ND
mg/L
0.0010
1
03/16/22 16:14
75-09-2
Styrene
ND
mg/L
0.00050
1
03/16/22 16:14
100-42-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 03/18/2022 10:20 AM without the written consent of Pace Analytical Services, LLC. Page 4 of 12
Page 7 of 17

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
ANALYTICAL RESULTS
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
Sample: DW-02-20220308 Lab ID: 92593013002 Collected: 03/08/22 16:30 Received: 03/11/22 10:55 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
524.2 MSV
Tetrachloroethene
Toluene
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
Toluene-d8 (S)
1,2-Dichlorobenzene-d4 (S)
Analytical Method: EPA 524.2
Pace Analytical Services - Ormond Beach
ND
mg/L
0.00050
ND
mg/L
0.00050
ND
mg/L
0.00050
ND
mg/L
0.00050
ND
mg/L
0.00050
ND
mg/L
0.00050
ND
mg/L
0.00050
ND
mg/L
0.0010
104
%
70-130
98
%
70-130
105
%
70-130
1 03/16/22 16:14
127-18-4
1 03/16/22 16:14
108-88-3
1 03/16/22 16:14
120-82-1
1 03/16/22 16:14
71-55-6
1 03/16/22 16:14
79-00-5
1 03/16/22 16:14
79-01-6
1 03/16/22 16:14
75-01-4
1 03/16/22 16:14
1330-20-7
1 03/16/22 16:14 460-00-4
1 03/16/22 16:14 2037-26-5
1 03/16/22 16:14 2199-69-1
Sample: TB-DW-20220308 Lab ID: 92593013003 Collected: 03/08/22 00:00 Received: 03/11/22 10:55 Matrix: Water
Parameters Results Units Report Limit 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
1
03/16/22 16:38
71-43-2
Carbon tetrachloride
ND
mg/L
0.00050
1
03/16/22 16:38
56-23-5
Chlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:38
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:38
95-50-1
1,4-Dichlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:38
106-46-7
1,2-Dichloroethane
ND
mg/L
0.00050
1
03/16/22 16:38
107-06-2
1,1-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 16:38
75-35-4
cis-1,2-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 16:38
156-59-2
trans- 1,2-Dichloroethene
ND
mg/L
0.00050
1
03/16/22 16:38
156-60-5
1,2-Dichloropropane
ND
mg/L
0.00050
1
03/16/22 16:38
78-87-5
Ethylbenzene
ND
mg/L
0.00050
1
03/16/22 16:38
100-41-4
Methylene Chloride
0.0032
mg/L
0.0010
1
03/16/22 16:38
75-09-2
Styrene
ND
mg/L
0.00050
1
03/16/22 16:38
100-42-5
Tetrachloroethene
ND
mg/L
0.00050
1
03/16/22 16:38
127-18-4
Toluene
ND
mg/L
0.00050
1
03/16/22 16:38
108-88-3
1,2,4-Trichlorobenzene
ND
mg/L
0.00050
1
03/16/22 16:38
120-82-1
1,1,1-Trichloroethane
ND
mg/L
0.00050
1
03/16/22 16:38
71-55-6
1,1,2-Trichloroethane
ND
mg/L
0.00050
1
03/16/22 16:38
79-00-5
Trichloroethene
ND
mg/L
0.00050
1
03/16/22 16:38
79-01-6
Vinyl chloride
ND
mg/L
0.00050
1
03/16/22 16:38
75-01-4
Xylene (Total)
ND
mg/L
0.0010
1
03/16/22 16:38
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
104
%
70-130
1
03/16/22 16:38
460-00-4
Toluene-d8 (S)
99
%
70-130
1
03/16/22 16:38
2037-26-5
1,2-Dichlorobenzene-d4 (S)
104
%
70-130
1
03/16/22 16:38
2199-69-1
Date: 03/18/2022 10:20 AM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 5 of 12
Page 8 of 17

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
QUALITY CONTROL DATA
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
QC Batch: 808340 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: 92593013001, 92593013002, 92593013003
METHOD BLANK: 4438520 Matrix:
Associated Lab Samples: 92593013001, 92593013002, 92593013003
Blank
Parameter Units Result
Water
Reporting
Limit
Analyzed Qualifiers
1,1,1-Trichloroethane
mg/L
ND
0.00050
03/16/22 14:37
1,1,2-Trichloroethane
mg/L
ND
0.00050
03/16/22 14:37
1,1-Dichloroethene
mg/L
ND
0.00050
03/16/22 14:37
1,2,4-Trichlorobenzene
mg/L
ND
0.00050
03/16/22 14:37
1,2-Dichlorobenzene
mg/L
ND
0.00050
03/16/22 14:37
1,2-Dichloroethane
mg/L
ND
0.00050
03/16/22 14:37
1,2-Dichloropropane
mg/L
ND
0.00050
03/16/22 14:37
1,4-Dichlorobenzene
mg/L
ND
0.00050
03/16/22 14:37
Benzene
mg/L
ND
0.00050
03/16/22 14:37
Carbon tetrachloride
mg/L
ND
0.00050
03/16/22 14:37
Chlorobenzene
mg/L
ND
0.00050
03/16/22 14:37
cis-1,2-Dichloroethene
mg/L
ND
0.00050
03/16/22 14:37
Ethylbenzene
mg/L
ND
0.00050
03/16/22 14:37
Methylene Chloride
mg/L
ND
0.0010
03/16/22 14:37
Styrene
mg/L
ND
0.00050
03/16/22 14:37
Tetrachloroethene
mg/L
ND
0.00050
03/16/22 14:37
Toluene
mg/L
ND
0.00050
03/16/22 14:37
trans- 1,2-Dichloroethene
mg/L
ND
0.00050
03/16/22 14:37
Trichloroethene
mg/L
ND
0.00050
03/16/22 14:37
Vinyl chloride
mg/L
ND
0.00050
03/16/22 14:37
Xylene (Total)
mg/L
ND
0.0010
03/16/22 14:37
1,2-Dichlorobenzene-d4 (S)
%
106
70-130
03/16/22 14:37
4-Bromofluorobenzene (S)
%
96
70-130
03/16/22 14:37
Toluene-d8 (S)
%
98
70-130
03/16/22 14:37
LABORATORY CONTROL SAMPLE & LCSD:
Parameter
4438521
Units
Spike
Conc.
4438522
LCS LCSD
Result Result
LCS LCSD
% Rec % Rec
% Rec
Limits
RPD
Max
RPD Qualifiers
1,1,1-Trichloroethane
mg/L
0.01
0.0086
0.0084
86
84
70-130
2
20
1,1,2-Trichloroethane
mg/L
0.01
0.0092
0.0091
92
91
70-130
1
20
1,1-Dichloroethene
mg/L
0.01
0.0082
0.0083
82
83
70-130
1
20
1,2,4-Trichlorobenzene
mg/L
0.01
0.0089
0.0087
89
87
70-130
2
20
1,2-Dichlorobenzene
mg/L
0.01
0.0086
0.0087
86
87
70-130
1
20
1,2-Dichloroethane
mg/L
0.01
0.0095
0.0094
95
94
70-130
1
20
1,2-Dichloropropane
mg/L
0.01
0.0089
0.0090
89
90
70-130
2
20
1,4-Dichlorobenzene
mg/L
0.01
0.0088
0.0085
88
85
70-130
3
20
Benzene
mg/L
0.01
0.0089
0.0086
89
86
70-130
4
20
Carbon tetrachloride
mg/L
0.01
0.0084
0.0085
84
85
70-130
2
20
Chlorobenzene
mg/L
0.01
0.0089
0.0086
89
86
70-130
4
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: 03/18/2022 10:20 AM without the written consent of Pace Analytical Services, LLC. Page 6 of 12
Page 9 of 17

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
QUALITY CONTROL DATA
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
LABORATORY CONTROL SAMPLE & LCSD:
4438521
4438522
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qualifiers
cis-1,2-Dichloroethene
mg/L
0.01
0.0087
0.0086
87
86
70-130
0
20
Ethylbenzene
mg/L
0.01
0.0084
0.0082
84
82
70-130
3
20
Methylene Chloride
mg/L
0.01
0.0095
0.0096
95
96
70-130
1
20
Styrene
mg/L
0.01
0.0084
0.0083
84
83
70-130
2
20
Tetrachloroethene
mg/L
0.01
0.0088
0.0087
88
87
70-130
1
20
Toluene
mg/L
0.01
0.0084
0.0084
84
84
70-130
0
20
trans-1,2-Dichloroethene
mg/L
0.01
0.0085
0.0085
85
85
70-130
0
20
Trichloroethene
mg/L
0.01
0.0084
0.0085
84
85
70-130
1
20
Vinyl chloride
mg/L
0.01
0.0082
0.0088
82
88
70-130
7
20
Xylene (Total)
mg/L
0.03
0.025
0.024
82
81
70-130
1
20
1,2-Dichlorobenzene-d4(S)
%
101
98
70-130
4-Bromofluorobenzene (S)
%
99
99
70-130
Toluene-d8(S)
%
97
99
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 03/18/2022 10:20 AM without the written consent of Pace Analytical Services, LLC.
Page 7 of 12
Page 10 of 17

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
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.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 03/18/2022 10:20 AM without the written consent of Pace Analytical Services, LLC.
Page 8 of 12
Page 11 of 17

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, INC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: 1433EXP-Revised Report
Pace Project No.: 92593013
Lab ID
Sample ID
QC Batch Method
QC Batch
92593013001
DW-01-20220308
EPA 524.2
808340
92593013002
DW-02-20220308
EPA 524.2
808340
92593013003
TB-DW-20220308
EPA 524.2
808340
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 03/18/2022 10:20 AM without the written consent of Pace Analytical Services, LLC.
Analytical
Analytical Method Batch
Page 9 of 12
Page 12 of 17

Document Name:
Document Revised: November 15, 2021
aceAnalytiea!
Sample Condition Upon Receipt ($CUR)
Page 1 of 2
Document No.:
Issuing Authority:
F-CAR-CS-033-Rev.08
Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersville*Q Raleigh❑ Mechanicsville❑ Atlanta❑ Kernersville❑
Sample Condition . Client Name:'V4 " CftAk- J'sh �'I 1K & -1 Qr�
Upon Receipt L L-C Project 0: 011 . 92'.593Q 13
❑Courier: [—]Fed Ex ❑UPS OUSPS _ CHent I I I III � I IIII I III III I III
Commercial ❑Pate [3Other: 11
92593013
Custody Seal Present? []Yes-E]rNo Sealslntact7 ❑yes ❑No +
Date/Initials Person Examining Contents: 3/�71 7- 2-
Packing Material: ❑Bubble Wrap ❑Bubble Bags ❑None � Other 4V
(I- ",'� ` 1 B[olagical Tissue Frozen?
Thermometer: Dyes ❑No [poh
❑ IR Gun ID: (11 7 TL: �, �� pvuet []Blue ❑None
Type of Ice:
Correction Factor:
Cooler Temp: L' Add/Subtract ('Cj C % Temp should be above freezing to 6°C
[]Samples out of temp criteria. Samples on ice, cooling process
Cooler-Femp-C-orrected 11 - as gu
USDA Regulated Soll (-❑-MrA. water sample]
Did samples originate in a quarantine zone within the United States: CA, NY, or SC {check maps)? Did samples originate from a Foreign source (internationally,
I—IYac MrJn
Comments/Discrepancy: u
Chain of Custody Present?
--f]Yes
❑No
[I N/A
1.
Samples Arrived within Hold Time?
— BYes
[]NO
❑N/A
2.
Short Hold Time Analysis (02 hr.)?
❑Yes
ON-0
N/A
3.
Rush Turn Around Time Requested?
DYes
❑NU-
N/A
4.
Sufficient Volume?
Ores
MNo
CINIA
5.
Correct Containers Used?
-Pace Containers Used?
_QYEes
[]Yes
❑No
Nd
[-]N/A
❑N/A
6.
Containers Intact?
.QVes
[]No
N/A
7.
Dissolved analysis: Samptes Field Filtered?
❑Yes
[]No
/fr
8,
Sample Labels Match COC7
Inciudes Date/Time/10/Analysis MatriK:
ZY—es
w ,
❑No
❑N/A
^►�
9.
1
Headspace In VOA Vials (>S-6mm)?
Yes
o
❑N/A
10. 1 a C' t [ p .�
Trip Blank Present?
Trip Blank Custody Seals Present?
❑Yes
[]Yes
(]No
[]No
❑N/A
N/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
Page 13 of 17
Page 10 of 12

e
_ accAnalXical
Document Name:
Sample Conditlon Upon Recelpt (SCUR)
Document Revised: November 15, 2021
Page 2 of 2
Document No.:
F-CAR-CS-033-Rev.08
Issuing Authority:
Pace Carolinas Quality Office
*Check mark top half of box if pH and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
**Bottom half of box is to list number of bottles
Project P '�
wv11
PM : M14B
CLIENT:
9^1593013
Due Date: 03/18/22
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pH Adjustment Log for Preserved Samples
Sample ID
Typeof Preservative
pH upon receipt
Date preservation adjusted
Time preservation
adjusted
Amount of Preservative
added
Lot 4
Note: Whenever there is a discrepancy affecting North Carolina compllance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (I.E.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 11 of 12
Page 14 of 17

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Page 15 of 17

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: 22-069-0032
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT-15 2.3C
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
0 Yes
0 No
# Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
# Not Present
Chain of Custody (COC) present?
# Yes
0 No
COC agrees with sample Iabel(s)?
# 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: Sarah J. Locklear
Date & Time: 03/10/2022 15:06:29
Page 16 of 17

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Page 17 of 17

Waypointo
ANALYTICAL
3/22/2022
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville, NC, 28801
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Ref: Analytical Testing
Lab Report Number: 22-069-0024
Client Project Description: Jackson County Landfill GW
C11460-01.02 Task 02
Site: 58-02
Project Number: 58-02
Dear Chuck Pippin:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/10/2022 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

Waypoint.0
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
07/31/2022
North Carolina
State Program
402
12/31/2022
South Carolina
State Program
99012
07/31/2022
South Carolina
State Program
99012
12/31/2022
Page 1 of 1 00016/22-069-0024
Page 2 of 84

Waypoint.(2)
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Sample Summary Table
Report Number: 22-069-0024
Client Project Description: Jackson County Landfill GW
C11460-01.02 Task 02
Lab No Client Sample ID Matrix Date Collected Date Received
95874
MW-01-20220308
Aqueous
03/08/2022
15:08
03/10/2022
11:15
95875
MW-02-20220308
Aqueous
03/08/2022
15:40
03/10/2022
11:15
95876
MW-03-20220308
Aqueous
03/08/2022
09:40
03/10/2022
11:15
95877
MW-04-20220307
Aqueous
03/07/2022
11:05
03/10/2022
11:15
95878
MW-05R-20220307
Aqueous
03/07/2022
14:40
03/10/2022
11:15
95879
MW-06-20220308
Aqueous
03/08/2022
11:31
03/10/2022
11:15
95880
MW-07-20220307
Aqueous
03/07/2022
12:21
03/10/2022
11:15
95881
SW-01-20220307
Aqueous
03/07/2022
11:02
03/10/2022
11:15
95882
SW-02-20220307
Aqueous
03/07/2022
13:20
03/10/2022
11:15
95883
SW-03-20220307
Aqueous
03/07/2022
13:43
03/10/2022
11:15
95884
LT-01-20220307
Aqueous
03/07/2022
14:23
03/10/2022
11:15
95885
TB-20220307
Aqueous
03/07/2022
03/10/2022
11:15
95886
TB-20220308
Aqueous
03/07/2022
03/10/2022
11:15
Page 3 of 84

(2)
Waypoint.
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 GW
Report Number: 22-069-0024
Client Sample ID Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-01-20220308 V 95874
6020B
Barium
113
pq/L
3.40
03/15/202219:14
6020B
Dissolved Barium
108
Ng/L
3.40
03/15/2022 20:53
6020B
Cadmium
0.687
uq/L
0.150
03/15/202219:14
1
6020B
Chromium
1.21
Ng/L
1.00
03/15/202219:14
1
6020B
Cobalt
112
uq/L
0.080
03/15/202219:14
6020B
Dissolved Cobalt
106
Ng/L
0.080
03/15/2022 20:53
6020B
Copper
3.25
uq/L
0.890
03/15/202219:14
6020B
Dissolved Nickel
13.8
pg/L
0.720
03/15/2022 20:53
6020B
Nickel
15.3
uq/L
0.720
03/15/202219:14
6020B
Thallium
0.553
pg/L
0.280
03/15/202219:14
1
6020B
Dissolved Thallium
0.717
pq/L
0.280
03/15/2022 20:53
1
6020B
Zinc
37.5
Ng/L
3.90
03/15/202219:14
6020B
Dissolved Zinc
15.2
pq/L
3.90
03/15/2022 20:53
1
8260D
Acetone
3.07
pg/L
1.80
03/14/2022 20:51
1
8260D
Benzene
0.721
uq/L
0.180
03/14/2022 20:51
8260D
1,4-Dichlorobenzene
7.44
Ng/L
0.210
03/14/2022 20:51
8260D
1,1-Dichloroethane
1.80
pq/L
0.240
03/14/2022 20:51
8260D
cis-1,2-Dichloroethene
2.17
pg/L
0.200
03/14/2022 20:51
8260D
Tetrachloroethene
0.390
uq/L
0.220
03/14/2022 20:51
1
8260D
Trichloroethene
0.350
Ng/L
0.180
03/14/2022 20:51
1
MW-02-20220308 V 95875
6020B
Arsenic
6.36
pq/L
2.45
03/15/202219:21
6020B
Barium
222
Ng/L
17.0
03/15/202219:21
6020B
Dissolved Barium
34.6
uq/L
3.40
03/15/2022 21:39
6020B
Beryllium
1.50
Ng/L
1.20
03/15/202219:21
1
6020B
Chromium
44.0
uq/L
5.00
03/15/202219:21
6020B
Cobalt
40.4
Ng/L
0.400
03/15/202219:21
6020B
Dissolved Cobalt
9.49
uq/L
0.080
03/15/2022 21:39
6020B
Copper
47.9
Ng/L
4.45
03/15/202219:21
6020B
Lead
11.5
uq/L
2.50
03/15/202219:21
6020B
Dissolved Nickel
7.11
Ng/L
0.720
03/15/2022 21:39
6020B
Nickel
33.7
uq/L
3.60
03/15/202219:21
6020B
Vanadium
53.9
Ng/L
10.5
03/16/202217:04
6020B
Zinc
102
uq/L
19.5
03/15/202219:21
8260D
Acetone
2.73
Ng/L
1.80
03/14/2022 21:18
1
8260D
1,1-Dichloroethane
0.348
pg/L
0.240
03/14/2022 21:18
1
Page 4 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 GW
Report Number:
22-069-0024
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-02-20220308
V 95875
8260D SIM
1,4-Dioxane
3.04
pq/L
0.139
03/11/2022 15:30
MW-03-20220308
V 95876
6020B
Arsenic
0.663
Ng/L
0.490
03/15/202219:27
1
6020B
Barium
120
pq/L
3.40
03/15/202219:27
6020B
Dissolved Barium
112
Ng/L
3.40
03/15/2022 21:45
6020B
Chromium
1.75
uq/L
1.00
03/15/202219:27
1
6020B
Cobalt
2.82
Ng/L
0.080
03/15/202219:27
6020B
Dissolved Cobalt
0.140
uq/L
0.080
03/15/2022 21:45
1
6020B
Copper
4.12
Ng/L
0.890
03/15/202219:27
6020B
Dissolved Copper
1.96
uq/L
0.890
03/15/2022 21:45
1
6020B
Dissolved Nickel
0.744
Ng/L
0.720
03/15/2022 21:45
1
6020B
Nickel
1.77
uq/L
0.720
03/15/202219:27
1
6020B
Zinc
5.68
Ng/L
3.90
03/15/202219:27
1
8260D
Acetone
3.08
pq/L
1.80
03/14/202216:21
1
MW-04-20220307
V 95877
6020B
Barium
67.6
Ng/L
3.40
03/15/202219:34
6020B
Cadmium
0.370
pq/L
0.150
03/15/202219:34
1
6020B
Cobalt
2.99
Ng/L
0.080
03/15/202219:34
6020B
Nickel
2.07
uq/L
0.720
03/15/202219:34
6020B
Zinc
5.39
Ng/L
3.90
03/15/202219:34
1
7470A
Mercury (Total)
0.120
uq/L
0.0700
03/16/2022 18:26
1
8260D
Acetone
2.41
Ng/L
1.80
03/14/2022 20:24
1
8260D
Benzene
0.226
uq/L
0.180
03/14/2022 20:24
1
8260D
1,4-Dichlorobenzene
2.20
pq/L
0.210
03/14/2022 20:24
8260D
cis-1,2-Dichloroethene
0.645
pq/L
0.200
03/14/2022 20:24
8260D SIM
1,4-Dioxane
6.29
Ng/L
0.139
03/11/2022 16:21
MW-05R-20220307
V 95878
6020B
Barium
119
pq/L
3.40
03/15/202219:40
6020B
Dissolved Barium
81.8
Ng/L
3.40
03/15/2022 21:52
6020B
Cobalt
12.7
uq/L
0.080
03/15/202219:40
6020B
Dissolved Cobalt
11.3
Ng/L
0.080
03/15/2022 21:52
6020B
Dissolved Nickel
2.25
uq/L
0.720
03/15/2022 21:52
1
6020B
Nickel
2.65
Ng/L
0.720
03/15/202219:40
8260D
Acetone
2.36
uq/L
1.80
03/14/202216:48
1
8260D
Benzene
2.06
Ng/L
0.180
03/14/202216:48
Page 5 of 84

Waypoint.(2)
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lytica Isom
Summary of Detected
Project: Jackson County Landfill GW
Report Number: 22-069-0024
Client Sample ID Lab Sample ID
Method Parameters
Result Units Report Limit Analyzed
MW-05R-20220307
V 95878
8260D
Chlorobenzene
8.04
pq/L
0.190
03/14/202216:48
8260D
Chloroethane
0.505
Ng/L
0.430
03/14/202216:48
8260D
1,2-Dichlorobenzene
0.335
uq/L
0.220
03/14/202216:48
8260D
1,4-Dichlorobenzene
7.93
Ng/L
0.210
03/14/202216:48
8260D
cis- 1,2-Dichloroethene
1.88
uq/L
0.200
03/14/202216:48
8260D
Tetrahydrofuran
2.28
Ng/L
1.50
03/14/202216:48
8260D
Vinyl Chloride
1.01
pg/L
0.170
03/14/2022 16:48
8260D SIM
1,4-Dioxane
6.50
Ng/L
0.139
03/11/2022 16:46
MW-06-20220308
V 95879
6020B
Barium
46.8
pq/L
3.40
03/15/202219:47
6020B
Cobalt
15.8
Ng/L
0.080
03/15/202219:47
6020B
Copper
0.906
uq/L
0.890
03/15/202219:47
6020B
Nickel
4.93
Ng/L
0.720
03/15/202219:47
6020B
Thallium
0.308
uq/L
0.280
03/15/202219:47
6020B
Zinc
16.5
Ng/L
3.90
03/15/202219:47
7470A
Mercury (Total)
0.130
uq/L
0.0700
03/16/2022 18:38
8260D
Acetone
3.55
Ng/L
1.80
03/14/202217:15
8260D
1,4-Dichlorobenzene
1.41
uq/L
0.210
03/14/202217:15
8260D
1,1-Dichloroethane
0.977
Ng/L
0.240
03/14/202217:15
8260D
cis- 1,2-Dichloroethene
0.942
uq/L
0.200
03/14/202217:15
8260D
m,p-Xylene
0.548
Ng/L
0.420
03/14/202217:15
8260D
Xylene (Total)
0.548
pq/L
0.210
03/14/2022 17:15
MW-07-20220307
V 95880
6020B
Barium
405
Ng/L
3.40
03/15/2022 20:07
6020B
Cobalt
2.12
uq/L
0.080
03/15/2022 20:07
6020B
Nickel
7.92
pg/L
0.720
03/15/2022 20:07
6020B
Zinc
7.69
pq/L
3.90
03/15/2022 20:07
8260D
Benzene
1.52
Ng/L
0.180
03/14/202217:42
8260D
Chlorobenzene
4.47
pq/L
0.190
03/14/202217:42
8260D
1,2-Dichlorobenzene
0.304
pg/L
0.220
03/14/202217:42
8260D
1,4-Dichlorobenzene
5.54
uq/L
0.210
03/14/202217:42
8260D
cis- 1,2-Dichloroethene
1.89
Ng/L
0.200
03/14/202217:42
8260D
1,4-Dioxane
17.1
pq/L
16.0
03/14/202217:42
8260D SIM
1,4-Dioxane
20.2
Ng/L
0.139
03/11/2022 17:36
Qualifiers
I
J
0
I
I
J
0
0
Page 6 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 GW
Report Number:
22-069-0024
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
SW-01-20220307
V 95881
2340C-2011
Hardness
9000
pq/L
570
03/18/202212:50
6020B
Barium
20.6
Ng/L
3.40
03/15/2022 20:13
6020B
Chromium
1.52
uq/L
1.00
03/15/2022 20:13
1
6020B
Cobalt
0.595
Ng/L
0.080
03/15/2022 20:13
1
6020B
Copper
1.22
uq/L
0.890
03/15/2022 20:13
1
6020B
Lead
0.501
Ng/L
0.500
03/15/2022 20:13
1
6020B
Nickel
1.59
uq/L
0.720
03/15/2022 20:13
1
6020B
Vanadium
3.02
pg/L
2.10
03/16/202217:43
1
8260D
Acetone
2.01
pg/L
1.80
03/14/202218:09
1
SW-02-20220307
V 95882
2340C-2011
Hardness
6000
Ng/L
570
03/18/202212:50
6020B
Barium
18.6
uq/L
3.40
03/15/2022 20:20
6020B
Chromium
1.36
Ng/L
1.00
03/15/2022 20:20
1
6020B
Cobalt
0.460
uq/L
0.080
03/15/2022 20:20
1
6020B
Copper
1.00
Ng/L
0.890
03/15/2022 20:20
1
6020B
Vanadium
2.64
uq/L
2.10
03/16/202217:50
1
8260D
Acetone
2.06
Ng/L
1.80
03/14/202218:36
1
SW-03-20220307
V 95883
2340C-2011
Hardness
6000
pq/L
570
03/18/202212:50
6020B
Barium
13.9
Ng/L
3.40
03/15/2022 20:26
6020B
Cobalt
0.200
uq/L
0.080
03/15/2022 20:26
1
6020B
Vanadium
2.11
Ng/L
2.10
03/16/202218:09
1
8260D
Acetone
2.12
pg/L
1.80
03/14/202219:03
1
LT-01-20220307
V 95884
6020B
Arsenic
3.70
Ng/L
0.490
03/15/2022 20:33
6020B
Barium
309
uq/L
3.40
03/15/2022 20:33
6020B
Chromium
4.70
Ng/L
1.00
03/15/2022 20:33
6020B
Cobalt
6.34
uq/L
0.080
03/15/2022 20:33
6020B
Copper
2.34
Ng/L
0.890
03/15/2022 20:33
6020B
Nickel
30.5
uq/L
0.720
03/15/2022 20:33
6020B
Vanadium
4.46
Ng/L
2.10
03/16/202218:16
1
6020B
Zinc
4.29
uq/L
3.90
03/15/2022 20:33
1
8260D
Acetone
6.41
Ng/L
1.80
03/14/202219:30
8260D
Benzene
1.48
uq/L
0.180
03/14/202219:30
8260D
Chlorobenzene
4.18
Ng/L
0.190
03/14/202219:30
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 GW
Report Number: 22-069-0024
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
LT-01-20220307
V 95884
8260D
1,4-Dichlorobenzene
8260D
1,4-Dioxane
8260D
Tetra hyd rofu ra n
8260D SIM
1,4-Dioxane
1.68
pq/L
0.210
03/14/202219:30
107
Ng/L
16.0
03/14/202219:30
168
uq/L
15.0
03/16/202215:37
106
pg/L
0.139
03/11/202219:17
0
Page 8 of 84

Waypointo
ANALYTICAL
Client: Anchor QEA of North Carolina, PLLC
Project: Jackson County Landfill GW
Lab Report Number: 22-069-0024
Date: 3/21 /2022
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Metals Analyses Method 6020B
Sample 95880 (MW-07-20220307)
Analyte: Silver
QC Batch No: V16151/V16097
CCB failed high. Sample concentration BRL. Results not affected.
Sample 95881 (SW-01-20220307)
Analyte: Silver
QC Batch No: V16151/V16097
CCB failed high. Sample concentration BRL. Results not affected.
Sample 95882 (SW-02-20220307)
Analyte: Silver
QC Batch No: V16151/V16097
CCB failed high. Sample concentration BRL. Results not affected.
Sample 95883 (SW-03-20220307)
Analyte: Silver
QC Batch No: V16151/V16097
CCB failed high. Sample concentration BRL. Results not affected.
Sample 95884 (LT-01-20220307)
Analyte: Silver
QC Batch No: V16151/V16097
CCB failed high. Sample concentration BRL. Results not affected.
CASE NARRATIVE
Sample 95757 (UT1-6-WS-030822)
Analyte: Zinc
QC Batch No: V16291/V16097
The MS/MSD recoveries are outside QC limits due to the level of analyte present in the parent sample relative to
the spike level. RPD is based on the MS/MSD results and should be evaluated as laboratory duplicates.
Sample 95875 (MW-02-20220308)
QC Batch No: V16151/V16136/V16055
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Sample 95875 (MW-02-20220308)
QC Batch No: V16227/V16136/V16055
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Sample 95874 (MW-01-20220308)
QC Batch No: V16397/V16136/V16055
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Sample 95875 (MW-02-20220308)
Page 9 of 84

Waypointo
ANALYTICAL
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
QC Batch No: V16397/V16136/V16055
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Analyte: Silver
QC Batch No: V16152/V16136/V16055
CCB failed high. Sample concentration BRL or 10X concentration. Results not affected.
Analyte: Vanadium
QC Batch No: V16152/V16136/V16055
LLICV failed high. Sample concentration BRL. Results not affected.
Analyte: Antimony
QC Batch No: V16151/V16396/V16395
LLICV failed high. Sample concentration BRL. Results not affected.
Analyte: Antimony
QC Batch No: V16397/V16396/V16395
CCB failed high. Sample concentraiton BRL. Results not affected.
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95874
Matrix:
Aqueous
Sample ID: MW-01-20220308
Sampled: 3/8/2022 15:08
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
N9/L
0.139
2.00
1
03/11/22 15:05
TBL
8260D SIM
Antimony
<0.680
u9/L
0.680
2.00
1
03/15/22 19:14
EDV
6020B
Dissolved Antimony
<3.40
N9/L
3.40
10.0
5
03/21/22 16:12
EDV
6020E
Arsenic
<0.490
u9/L
0.490
1.00
1
03/15/22 19:14
EDV
6020B
Dissolved Arsenic
<0.490
N9/L
0.490
1.00
1
03/15/22 20:53
EDV
6020E
Barium
113
u9/L
3.40
10.0
1
03/15/22 19:14
EDV
6020B
Dissolved Barium
108
N9/L
3.40
10.0
1
03/15/22 20:53
EDV
6020E
Beryllium
<0.240
u9/L
0.240
1.00
1
03/15/22 19:14
EDV
6020B
Dissolved Beryllium
<0.240
N9/L
0.240
1.00
1
03/15/22 20:53
EDV
6020E
Cadmium
0.687 J
u9/L
0.150
1.00
1
03/15/22 19:14
EDV
6020B
Dissolved Cadmium
<0.150
N9/L
0.150
1.00
1
03/15/22 20:53
EDV
6020E
Chromium
1.21 J
u9/L
1.00
2.00
1
03/15/22 19:14
EDV
6020B
Dissolved Chromium
<1.00
N9/L
1.00
2.00
1
03/15/22 20:53
EDV
6020E
Cobalt
112
u9/L
0.080
1.00
1
03/15/22 19:14
EDV
6020B
Dissolved Cobalt
106
N9/L
0.080
2.00
1
03/15/22 20:53
EDV
6020E
Copper
3.25
u9/L
0.890
2.00
1
03/15/22 19:14
EDV
6020B
Dissolved Copper
<0.890
N9/L
0.890
10.0
1
03/15/22 20:53
EDV
6020E
Lead
<0.500
u9/L
0.500
1.00
1
03/15/22 19:14
EDV
6020B
Dissolved Lead
<0.500
N9/L
0.500
1.00
1
03/15/22 20:53
EDV
6020E
Mercury (Total)
<0.0700
u9/L
0.0700
0.200
1
03/16/22 18:01
EDV
7470A
Dissolved Mercury
<0.0700
N9/L
0.0700
0.200
1
03/15/22 15:13
EDV
7470A
Dissolved Nickel
13.8
u9/L
0.720
3.00
1
03/15/22 20:53
EDV
6020B
Nickel
15.3
N9/L
0.720
2.00
1
03/15/22 19:14
EDV
6020B
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 11 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95874
Sample ID: MW-01-20220308
Matrix: Aqueous
Sampled: 3/8/2022 15:08
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Selenium
<2.30
Ng/L
2.30
5.00
1
03/15/2219:14
EDV
6020B
Dissolved Selenium
<2.30
pg/L
2.30
5.00
1
03/15/22 20:53
EDV
6020B
Silver
<0.130
N9/L
0.130
1.00
1
03/15/2219:14
EDV
6020B
Dissolved Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 20:53
EDV
6020B
Thallium
0.5533
N9/L
0.280
2.00
1
03/15/22 19:14
EDV
6020B
Dissolved Thallium
0.7173
u9/L
0.280
2.00
1
03/15/22 20:53
EDV
6020B
Vanadium
<2.10
N9/L
2.10
5.00
1
03/16/2216:58
EDV
6020B
Dissolved Vanadium
<2.10
u9/L
2.10
5.00
1
03/15/22 20:53
EDV
6020B
Zinc
37.5
N9/L
3.90
20.0
1
03/15/2219:14
EDV
6020B
Dissolved Zinc
15.23
u9/L
3.90
20.0
1
03/15/22 20:53
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95874
Matrix: Aqueous
Sample ID: MW-01-20220308
Sampled:
3/8/2022 15:08
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
3.073
Ng/L
1.80
5.00
1
03/14/22 20:51
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 20:51
JLB
V16104
Benzene
0.721
N9/L
0.180
0.500
1
03/14/22 20:51
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 20:51
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 20:51
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 20:51
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 20:51
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 20:51
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 20:51
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 20:51
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 20:51
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 20:51
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 20:51
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 20:51
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 20:51
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 20:51
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 20:51
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 20:51
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 20:51
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 20:51
JLB
V16104
1,4-Dichlorobenzene
7.44
N9/L
0.210
0.500
1
03/14/22 20:51
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 20:51
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 13 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95874
Matrix: Aqueous
Sample ID: MW-01-20220308
Sampled:
3/8/2022 15:08
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
1.80
Ng/L
0.240
0.500
1
03/14/22 20:51
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 20:51
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 20:51
JLB
V16104
cis- 1,2-Dich loroethene
2.17
u9/L
0.200
0.500
1
03/14/22 20:51
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 20:51
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 20:51
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 20:51
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 20:51
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 20:51
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 20:51
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 20:51
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 20:51
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 20:51
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 20:51
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 20:51
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 20:51
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 20:51
JLB
V16104
Tetrachloroethene
0.3903
u9/L
0.220
0.500
1
03/14/22 20:51
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 20:51
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 20:51
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 20:51
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 20:51
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 14 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95874 Matrix: Aqueous
Sample ID: MW-01-20220308 Sampled: 3/8/2022 15:08
Analytical Method: 8260D
Prep Method: 5030E
Test Results
Trichloroethene
0.3503
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 MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
107
Limits: 80-124%
95.4
Limits: 75-129%
98.0
Limits: 63-136%
95.2
Limits: 77-123%
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
1 03/14/22 20:51 JLB V16104
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95875
Matrix:
Aqueous
Sample ID: MW-02-20220308
Sampled: 3/8/2022 15:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
3.04
Ng/L
0.139
2.00
1
03/11/22 15:30
TBL
8260D SIM
Antimony
<3.40
ug/L
3.40
10.0
5
03/15/22 19:21
EDV
6020B
Dissolved Antimony
<3.40
Ng/L
3.40
10.0
5
03/21/22 16:22
EDV
6020B
Arsenic
6.36
ug/L
2.45
5.00
5
03/15/22 19:21
EDV
6020B
Dissolved Arsenic
<0.490
Ng/L
0.490
1.00
1
03/15/22 21:39
EDV
6020B
Barium
222
ug/L
17.0
50.0
5
03/15/22 19:21
EDV
6020B
Dissolved Barium
34.6
Ng/L
3.40
10.0
1
03/15/22 21:39
EDV
6020B
Beryllium
1.503
ug/L
1.20
5.00
5
03/15/22 19:21
EDV
6020B
Dissolved Beryllium
<0.240
Ng/L
0.240
1.00
1
03/17/22 18:40
EDV
6020B
Cadmium
<0.750
ug/L
0.750
5.00
5
03/15/22 19:21
EDV
6020B
Dissolved Cadmium
<0.150
Ng/L
0.150
1.00
1
03/15/22 21:39
EDV
6020B
Chromium
44.0
ug/L
5.00
10.0
5
03/15/22 19:21
EDV
6020B
Dissolved Chromium
<1.00
Ng/L
1.00
2.00
1
03/15/22 21:39
EDV
6020B
Cobalt
40.4
ug/L
0.400
5.00
5
03/15/22 19:21
EDV
6020B
Dissolved Cobalt
9.49
Ng/L
0.080
2.00
1
03/15/22 21:39
EDV
6020B
Copper
47.9
ug/L
4.45
10.0
5
03/15/22 19:21
EDV
6020B
Dissolved Copper
<0.890
Ng/L
0.890
10.0
1
03/15/22 21:39
EDV
6020B
Lead
11.5
ug/L
2.50
5.00
5
03/15/22 19:21
EDV
6020B
Dissolved Lead
<0.500
Ng/L
0.500
1.00
1
03/15/22 21:39
EDV
6020B
Mercury (Total)
<0.0700
ug/L
0.0700
0.200
1
03/16/22 18:21
EDV
7470A
Dissolved Mercury
<0.0700
Ng/L
0.0700
0.200
1
03/15/22 15:16
EDV
7470A
Dissolved Nickel
7.11
ug/L
0.720
3.00
1
03/15/22 21:39
EDV
6020B
Nickel
33.7
Ng/L
3.60
10.0
5
03/15/22 19:21
EDV
6020B
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 16 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95875
Sample ID: MW-02-20220308
Matrix: Aqueous
Sampled: 3/8/2022 15:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Selenium
<11.5
Ng/L
11.5
25.0
5
03/15/2219:21
EDV
6020B
Dissolved Selenium
<2.30
pg/L
2.30
5.00
1
03/15/22 21:39
EDV
6020B
Silver
<0.650
N9/L
0.650
5.00
5
03/15/2219:21
EDV
6020B
Dissolved Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 21:39
EDV
6020B
Thallium
<1.40
N9/L
1.40
10.0
5
03/15/2219:21
EDV
6020B
Dissolved Thallium
<0.280
u9/L
0.280
2.00
1
03/15/22 21:39
EDV
6020B
Vanadium
53.9
N9/L
10.5
25.0
5
03/16/2217:04
EDV
6020B
Dissolved Vanadium
<2.10
u9/L
2.10
5.00
1
03/15/22 21:39
EDV
6020B
Zinc
102
N9/L
19.5
100
5
03/15/2219:21
EDV
6020B
Dissolved Zinc
<3.90
u9/L
3.90
20.0
1
03/15/22 21:39
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95875
Matrix: Aqueous
Sample ID: MW-02-20220308
Sampled:
3/8/2022 15:40
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.733
Ng/L
1.80
5.00
1
03/14/22 21:18
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 21:18
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 21:18
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 21:18
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 21:18
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 21:18
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 21:18
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 21:18
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 21:18
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 21:18
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 21:18
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 21:18
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 21:18
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 21:18
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 21:18
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 21:18
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 21:18
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 21:18
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 21:18
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 21:18
JLB
V16104
1,4-Dichlorobenzene
<0.210
N9/L
0.210
0.500
1
03/14/22 21:18
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 21:18
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 18 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95875
Matrix: Aqueous
Sample ID: MW-02-20220308
Sampled:
3/8/2022 15:40
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.3483
Ng/L
0.240
0.500
1
03/14/22 21:18
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 21:18
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 21:18
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 21:18
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 21:18
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 21:18
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 21:18
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 21:18
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 21:18
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 21:18
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 21:18
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 21:18
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 21:18
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 21:18
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 21:18
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 21:18
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 21:18
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 21:18
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 21:18
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 21:18
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 21:18
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 21:18
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 19 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95875 Matrix: Aqueous
Sample ID: MW-02-20220308 Sampled: 3/8/2022 15:40
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
109
Limits: 80-124%
93.6
Limits: 75-129%
97.0
Limits: 63-136%
93.4
Limits: 77-123%
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
1 03/14/22 21:18 JLB V16104
J Estimated value
Page 20 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
Report Number : 22-069-0024
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Information : C11460-01.02 Task 02
REPORT OF ANAL YSIS
Report Date : 03/22/2022
Received : 03/10/2022
Lab No : 95876
Matrix: Aqueous
Sample ID: MW-03-20220308
Sampled:
3/8/2022 9:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
N9/L
0.139
2.00
1
03/11/22 15:56
TBL
8260D SIM
Antimony
<0.680
u9/L
0.680
2.00
1
03/15/22 19:27
EDV
6020B
Dissolved Antimony
<0.680
N9/L
0.680
2.00
1
03/21/22 16:28
EDV
6020E
Arsenic
0.6633
u9/L
0.490
1.00
1
03/15/22 19:27
EDV
6020B
Dissolved Arsenic
<0.490
N9/L
0.490
1.00
1
03/15/22 21:45
EDV
6020E
Barium
120
u9/L
3.40
10.0
1
03/15/22 19:27
EDV
6020B
Dissolved Barium
112
N9/L
3.40
10.0
1
03/15/22 21:45
EDV
6020E
Beryllium
<0.240
u9/L
0.240
1.00
1
03/15/22 19:27
EDV
6020B
Dissolved Beryllium
<0.240
N9/L
0.240
1.00
1
03/17/22 18:47
EDV
6020E
Cadmium
<0.150
u9/L
0.150
1.00
1
03/15/22 19:27
EDV
6020B
Dissolved Cadmium
<0.150
N9/L
0.150
1.00
1
03/15/22 21:45
EDV
6020E
Chromium
1.75 J
ug/L
1.00
2.00
1
03/15/22 19:27
EDV
6020B
Dissolved Chromium
<1.00
N9/L
1.00
2.00
1
03/15/22 21:45
EDV
6020E
Cobalt
2.82
ug/L
0.080
1.00
1
03/15/22 19:27
EDV
6020B
Dissolved Cobalt
0.140 J
N9/L
0.080
2.00
1
03/15/22 21:45
EDV
6020E
Copper
4.12
ug/L
0.890
2.00
1
03/15/22 19:27
EDV
6020B
Dissolved Copper
1.96 J
N9/L
0.890
10.0
1
03/15/22 21:45
EDV
6020E
Lead
<0.500
u9/L
0.500
1.00
1
03/15/22 19:27
EDV
6020B
Dissolved Lead
<0.500
N9/L
0.500
1.00
1
03/15/22 21:45
EDV
6020E
Mercury (Total)
<0.0700
u9/L
0.0700
0.200
1
03/16/22 18:24
EDV
7470A
Dissolved Mercury
<0.0700
N9/L
0.0700
0.200
1
03/15/22 14:49
EDV
7470A
Dissolved Nickel
0.744 J
ug/L
0.720
3.00
1
03/15/22 21:45
EDV
6020B
Nickel
1.77 J
N9/L
0.720
2.00
1
03/15/22 19:27
EDV
6020E
Qualifiers/ DF
Dilution Factor
J
Estimated value
Definitions MQL
Method Quantitation Limit
Page 21 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95876
Sample ID: MW-03-20220308
Matrix: Aqueous
Sampled: 3/8/2022 9:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Selenium
<2.30
Ng/L
2.30
5.00
1
03/15/2219:27
EDV
6020B
Dissolved Selenium
<2.30
pg/L
2.30
5.00
1
03/15/22 21:45
EDV
6020B
Silver
<0.130
N9/L
0.130
1.00
1
03/15/2219:27
EDV
6020B
Dissolved Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 21:45
EDV
6020B
Thallium
<0.280
N9/L
0.280
2.00
1
03/15/2219:27
EDV
6020B
Dissolved Thallium
<0.280
u9/L
0.280
2.00
1
03/15/22 21:45
EDV
6020B
Vanadium
<2.10
N9/L
2.10
5.00
1
03/16/2217:11
EDV
6020B
Dissolved Vanadium
<2.10
u9/L
2.10
5.00
1
03/15/22 21:45
EDV
6020B
Zinc
5.683
Ng/L
3.90
20.0
1
03/15/22 19:27
EDV
6020B
Dissolved Zinc
<3.90
u9/L
3.90
20.0
1
03/15/22 21:45
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95876
Matrix: Aqueous
Sample ID: MW-03-20220308
Sampled:
3/8/2022 9:40
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
3.083
Ng/L
1.80
5.00
1
03/14/22 16:21
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 16:21
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 16:21
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 16:21
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 16:21
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 16:21
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 16:21
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 16:21
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 16:21
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 16:21
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 16:21
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 16:21
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 16:21
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 16:21
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 16:21
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 16:21
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 16:21
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 16:21
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 16:21
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 16:21
JLB
V16104
1,4-Dichlorobenzene
<0.210
N9/L
0.210
0.500
1
03/14/22 16:21
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 16:21
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95876
Matrix: Aqueous
Sample ID: MW-03-20220308
Sampled:
3/8/2022 9:40
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 16:21
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 16:21
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 16:21
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 16:21
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 16:21
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 16:21
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 16:21
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 16:21
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 16:21
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 16:21
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 16:21
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 16:21
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 16:21
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 16:21
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 16:21
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 16:21
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 16:21
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 16:21
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 16:21
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 16:21
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 16:21
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 16:21
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 24 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95876 Matrix: Aqueous
Sample ID: MW-03-20220308 Sampled: 3/8/2022 9:40
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
108
Limits: 80-124%
94.0
Limits: 75-129%
93.2
Limits: 63-136%
95.6
Limits: 77-123%
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
1 03/14/22 16:21 JLB V16104
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95877
Matrix:
Aqueous
Sample ID: MW-04-20220307
Sampled: 3/7/2022 11:05
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
6.29
Ng/L
0.139
2.00
1
03/11/22 16:21
TBL
8260D SIM
Antimony
<0.680
u9/L
0.680
2.00
1
03/15/22 19:34
EDV
6020B
Arsenic
<0.490
Ng/L
0.490
1.00
1
03/15/22 19:34
EDV
6020B
Barium
67.6
u9/L
3.40
10.0
1
03/15/22 19:34
EDV
6020B
Beryllium
<0.240
Ng/L
0.240
1.00
1
03/15/22 19:34
EDV
6020B
Cadmium
0.3703
u9/L
0.150
1.00
1
03/15/22 19:34
EDV
6020B
Chromium
<1.00
N9/L
1.00
2.00
1
03/15/22 19:34
EDV
6020E
Cobalt
2.99
u9/L
0.080
1.00
1
03/15/22 19:34
EDV
6020B
Copper
<0.890
N9/L
0.890
2.00
1
03/15/22 19:34
EDV
6020E
Lead
<0.500
u9/L
0.500
1.00
1
03/15/22 19:34
EDV
6020B
Mercury (Total)
0.1203
N9/L
0.0700
0.200
1
03/16/22 18:26
EDV
7470A
Nickel
2.07
u9/L
0.720
2.00
1
03/15/22 19:34
EDV
6020B
Selenium
<2.30
N9/L
2.30
5.00
1
03/15/22 19:34
EDV
6020E
Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 19:34
EDV
6020B
Thallium
<0.280
N9/L
0.280
2.00
1
03/15/22 19:34
EDV
6020B
Vanadium
<2.10
u9/L
2.10
5.00
1
03/16/2217:17
EDV
6020B
Zinc
5.393
N9/L
3.90
20.0
1
03/15/22 19:34
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95877
Matrix: Aqueous
Sample ID: MW-04-20220307
Sampled:
3/7/2022 11:05
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.413
Ng/L
1.80
5.00
1
03/14/22 20:24
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 20:24
JLB
V16104
Benzene
0.2263
N9/L
0.180
0.500
1
03/14/22 20:24
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 20:24
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 20:24
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 20:24
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 20:24
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 20:24
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 20:24
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 20:24
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 20:24
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 20:24
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 20:24
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 20:24
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 20:24
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 20:24
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 20:24
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 20:24
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 20:24
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 20:24
JLB
V16104
1,4-Dichlorobenzene
2.20
N9/L
0.210
0.500
1
03/14/22 20:24
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 20:24
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95877
Matrix: Aqueous
Sample ID: MW-04-20220307
Sampled:
3/7/2022 11:05
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 20:24
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 20:24
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 20:24
JLB
V16104
cis- 1,2-Dich loroethene
0.645
u9/L
0.200
0.500
1
03/14/22 20:24
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 20:24
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 20:24
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 20:24
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 20:24
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 20:24
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 20:24
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 20:24
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 20:24
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 20:24
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 20:24
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 20:24
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 20:24
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 20:24
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 20:24
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 20:24
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 20:24
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 20:24
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 20:24
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 28 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95877 Matrix: Aqueous
Sample ID: MW-04-20220307 Sampled: 3/7/2022 11:05
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
109
Limits: 80-124%
94.0
Limits: 75-129%
97.4
Limits: 63-136%
94.2
Limits: 77-123%
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
1 03/14/22 20:24 JLB V16104
J Estimated value
Page 29 of 84

WavDdibnto
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
Report Number : 22-069-0024
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Information : C11460-01.02 Task 02
REPORT OF ANAL YSIS
Report Date : 03/22/2022
Received : 03/10/2022
Lab No : 95878
Matrix: Aqueous
Sample ID: MW-05R-20220307
Sampled:
3/7/2022 14:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
6.50
Ng/L
0.139
2.00
1
03/11/22 16:46
TBL
8260D SIM
Antimony
<0.680
ug/L
0.680
2.00
1
03/15/22 19:40
EDV
6020B
Dissolved Antimony
<0.680
Ng/L
0.680
2.00
1
03/21/22 16:35
EDV
6020B
Arsenic
<0.490
ug/L
0.490
1.00
1
03/15/22 19:40
EDV
6020B
Dissolved Arsenic
<0.490
Ng/L
0.490
1.00
1
03/15/22 21:52
EDV
6020B
Barium
119
ug/L
3.40
10.0
1
03/15/22 19:40
EDV
6020B
Dissolved Barium
81.8
Ng/L
3.40
10.0
1
03/15/22 21:52
EDV
6020B
Beryllium
<0.240
pg/L
0.240
1.00
1
03/15/22 19:40
EDV
6020B
Dissolved Beryllium
<0.240
Ng/L
0.240
1.00
1
03/17/22 18:53
EDV
6020B
Cadmium
<0.150
pg/L
0.150
1.00
1
03/15/22 19:40
EDV
6020B
Dissolved Cadmium
<0.150
Ng/L
0.150
1.00
1
03/15/22 21:52
EDV
6020B
Chromium
<1.00
ug/L
1.00
2.00
1
03/15/22 19:40
EDV
6020B
Dissolved Chromium
<1.00
Ng/L
1.00
2.00
1
03/15/22 21:52
EDV
6020E
Cobalt
12.7
ug/L
0.080
1.00
1
03/15/22 19:40
EDV
6020B
Dissolved Cobalt
11.3
Ng/L
0.080
2.00
1
03/15/22 21:52
EDV
6020E
Copper
<0.890
ug/L
0.890
2.00
1
03/15/22 19:40
EDV
6020B
Dissolved Copper
<0.890
Ng/L
0.890
10.0
1
03/15/22 21:52
EDV
6020E
Lead
<0.500
ug/L
0.500
1.00
1
03/15/22 19:40
EDV
6020B
Dissolved Lead
<0.500
Ng/L
0.500
1.00
1
03/15/22 21:52
EDV
6020E
Mercury (Total)
<0.0700
ug/L
0.0700
0.200
1
03/16/22 18:36
EDV
7470A
Dissolved Mercury
<0.0700
Ng/L
0.0700
0.200
1
03/15/22 15:18
EDV
7470A
Dissolved Nickel
2.25 J
ug/L
0.720
3.00
1
03/15/22 21:52
EDV
6020B
Nickel
2.65
Ng/L
0.720
2.00
1
03/15/22 19:40
EDV
6020B
Qualifiers/ DF
Dilution Factor
J
Estimated value
Definitions MQL
Method Quantitation Limit
Page 30 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95878
Sample ID: MW-05R-20220307
Matrix: Aqueous
Sampled: 3/7/2022 14:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Selenium
<2.30
Ng/L
2.30
5.00
1
03/15/2219:40
EDV
6020B
Dissolved Selenium
<2.30
pg/L
2.30
5.00
1
03/15/22 21:52
EDV
6020B
Silver
<0.130
N9/L
0.130
1.00
1
03/15/2219:40
EDV
6020B
Dissolved Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 21:52
EDV
6020B
Thallium
<0.280
N9/L
0.280
2.00
1
03/15/2219:40
EDV
6020B
Dissolved Thallium
<0.280
u9/L
0.280
2.00
1
03/15/22 21:52
EDV
6020B
Vanadium
<2.10
N9/L
2.10
5.00
1
03/16/2217:24
EDV
6020B
Dissolved Vanadium
<2.10
u9/L
2.10
5.00
1
03/15/22 21:52
EDV
6020B
Zinc
<3.90
N9/L
3.90
20.0
1
03/15/2219:40
EDV
6020B
Dissolved Zinc
<3.90
u9/L
3.90
20.0
1
03/15/22 21:52
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95878
Matrix: Aqueous
Sample ID: MW-05R-20220307
Sampled:
3/7/2022 14:40
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.363
Ng/L
1.80
5.00
1
03/14/22 16:48
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 16:48
JLB
V16104
Benzene
2.06
N9/L
0.180
0.500
1
03/14/22 16:48
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 16:48
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 16:48
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 16:48
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 16:48
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 16:48
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 16:48
JLB
V16104
Chlorobenzene
8.04
u9/L
0.190
0.500
1
03/14/22 16:48
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 16:48
JLB
V16104
Chloroethane
0.5051
u9/L
0.430
1.00
1
03/14/22 16:48
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 16:48
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 16:48
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 16:48
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 16:48
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 16:48
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 16:48
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 16:48
JLB
V16104
1,2-Dichlorobenzene
0.3353
u9/L
0.220
0.500
1
03/14/22 16:48
JLB
V16104
1,4-Dichlorobenzene
7.93
N9/L
0.210
0.500
1
03/14/22 16:48
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 16:48
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95878
Matrix: Aqueous
Sample ID: MW-05R-20220307
Sampled:
3/7/2022 14:40
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 16:48
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 16:48
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 16:48
JLB
V16104
cis- 1,2-Dich loroethene
1.88
u9/L
0.200
0.500
1
03/14/22 16:48
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 16:48
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 16:48
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 16:48
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 16:48
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 16:48
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 16:48
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 16:48
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 16:48
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 16:48
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 16:48
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 16:48
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 16:48
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 16:48
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 16:48
JLB
V16104
Tetrahydrofuran
2.28 3
N9/L
1.50
10.0
1
03/14/22 16:48
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 16:48
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 16:48
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 16:48
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 33 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95878 Matrix: Aqueous
Sample ID: MW-05R-20220307 Sampled: 3/7/2022 14:40
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
1.01
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 MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
104
Limits: 80-124%
93.0
Limits: 75-129%
93.6
Limits: 63-136%
96.2
Limits: 77-123%
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
1 03/14/22 16:48 JLB V16104
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95879
Matrix:
Aqueous
Sample ID: MW-06-20220308
Sampled: 3/8/2022 11:31
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
N9/L
0.139
2.00
1
03/11/22 17:11
TBL
8260D SIM
Antimony
<0.680
u9/L
0.680
2.00
1
03/15/22 19:47
EDV
6020B
Arsenic
<0.490
N9/L
0.490
1.00
1
03/15/22 19:47
EDV
6020E
Barium
46.8
u9/L
3.40
10.0
1
03/15/22 19:47
EDV
6020B
Beryllium
<0.240
N9/L
0.240
1.00
1
03/15/22 19:47
EDV
6020E
Cadmium
<0.150
u9/L
0.150
1.00
1
03/15/22 19:47
EDV
6020B
Chromium
<1.00
N9/L
1.00
2.00
1
03/15/22 19:47
EDV
6020E
Cobalt
15.8
u9/L
0.080
1.00
1
03/15/22 19:47
EDV
6020B
Copper
0.9063
N9/L
0.890
2.00
1
03/15/22 19:47
EDV
6020E
Lead
<0.500
u9/L
0.500
1.00
1
03/15/22 19:47
EDV
6020B
Mercury (Total)
0.1303
N9/L
0.0700
0.200
1
03/16/22 18:38
EDV
7470A
Nickel
4.93
u9/L
0.720
2.00
1
03/15/22 19:47
EDV
6020B
Selenium
<2.30
N9/L
2.30
5.00
1
03/15/22 19:47
EDV
6020B
Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 19:47
EDV
6020B
Thallium
0.3083
N9/L
0.280
2.00
1
03/15/22 19:47
EDV
6020B
Vanadium
<2.10
u9/L
2.10
5.00
1
03/16/2217:30
EDV
6020B
Zinc
16.53
N9/L
3.90
20.0
1
03/15/22 19:47
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95879
Matrix: Aqueous
Sample ID: MW-06-20220308
Sampled:
3/8/2022 11:31
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
3.553
Ng/L
1.80
5.00
1
03/14/22 17:15
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 17:15
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 17:15
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 17:15
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 17:15
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 17:15
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 17:15
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 17:15
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 17:15
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 17:15
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 17:15
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 17:15
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 17:15
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 17:15
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 17:15
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 17:15
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 17:15
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 17:15
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 17:15
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 17:15
JLB
V16104
1,4-Dichlorobenzene
1.41
N9/L
0.210
0.500
1
03/14/22 17:15
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 17:15
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95879
Matrix: Aqueous
Sample ID: MW-06-20220308
Sampled:
3/8/2022 11:31
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.977
Ng/L
0.240
0.500
1
03/14/22 17:15
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 17:15
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 17:15
JLB
V16104
cis- 1,2-Dich loroethene
0.942
u9/L
0.200
0.500
1
03/14/22 17:15
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 17:15
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 17:15
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 17:15
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 17:15
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 17:15
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 17:15
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 17:15
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 17:15
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 17:15
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 17:15
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 17:15
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 17:15
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 17:15
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 17:15
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 17:15
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 17:15
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 17:15
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 17:15
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 37 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95879 Matrix: Aqueous
Sample ID: MW-06-20220308 Sampled: 3/8/2022 11:31
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
0.5483
Xylene (Total)
0.5483
Surrogate: 4-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
108
Limits: 80-124%
94.2
Limits: 75-129%
96.4
Limits: 63-136%
96.8
Limits: 77-123%
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
1 03/14/22 17:15 JLB V16104
J Estimated value
Page 38 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95880
Matrix:
Aqueous
Sample ID: MW-07-20220307
Sampled: 3/7/2022 12:21
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
20.2
Ng/L
0.139
2.00
1
03/11/22 17:36
TBL
8260D SIM
Antimony
<0.680
u9/L
0.680
2.00
1
03/15/22 20:07
EDV
6020B
Arsenic
<0.490
Ng/L
0.490
1.00
1
03/15/22 20:07
EDV
6020B
Barium
405
u9/L
3.40
10.0
1
03/15/22 20:07
EDV
6020B
Beryllium
<0.240
N9/L
0.240
1.00
1
03/15/22 20:07
EDV
6020B
Cadmium
<0.150
u9/L
0.150
1.00
1
03/15/22 20:07
EDV
6020B
Chromium
<1.00
Ng/L
1.00
2.00
1
03/15/22 20:07
EDV
6020B
Cobalt
2.12
u9/L
0.080
1.00
1
03/15/22 20:07
EDV
6020B
Copper
<0.890
N9/L
0.890
2.00
1
03/15/22 20:07
EDV
6020B
Lead
<0.500
u9/L
0.500
1.00
1
03/15/22 20:07
EDV
6020B
Mercury (Total)
<0.0700
N9/L
0.0700
0.200
1
03/16/22 18:41
EDV
7470A
Nickel
7.92
u9/L
0.720
2.00
1
03/15/22 20:07
EDV
6020B
Selenium
<2.30
N9/L
2.30
5.00
1
03/15/22 20:07
EDV
6020E
Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 20:07
EDV
6020B
Thallium
<0.280
N9/L
0.280
2.00
1
03/15/22 20:07
EDV
6020B
Vanadium
<2.10
u9/L
2.10
5.00
1
03/16/2217:37
EDV
6020B
Zinc
7.693
N9/L
3.90
20.0
1
03/15/22 20:07
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 39 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95880
Matrix: Aqueous
Sample ID: MW-07-20220307
Sampled:
3/7/2022 12:21
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 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
03/14/22 17:42
JLB
V16104
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
03/14/22 17:42
JLB
V16104
Benzene
1.52
Ng/L
0.180
0.500
1
03/14/22 17:42
JLB
V16104
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
03/14/22 17:42
JLB
V16104
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
03/14/22 17:42
JLB
V16104
Bromoform
<1.50
ug/L
1.50
5.00
1
03/14/22 17:42
JLB
V16104
Bromomethane
<0.280
Ng/L
0.280
1.00
1
03/14/22 17:42
JLB
V16104
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
03/14/22 17:42
JLB
V16104
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
03/14/22 17:42
JLB
V16104
Chlorobenzene
4.47
ug/L
0.190
0.500
1
03/14/22 17:42
JLB
V16104
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
03/14/22 17:42
JLB
V16104
Chloroethane
<0.430
ug/L
0.430
1.00
1
03/14/22 17:42
JLB
V16104
Chloroform
<0.220
Ng/L
0.220
0.500
1
03/14/22 17:42
JLB
V16104
Chloromethane
<0.220
ug/L
0.220
0.500
1
03/14/22 17:42
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
03/14/22 17:42
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
03/14/22 17:42
JLB
V16104
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
03/14/22 17:42
JLB
V16104
Dibromomethane
<0.230
ug/L
0.230
0.500
1
03/14/22 17:42
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
03/14/22 17:42
JLB
V16104
1,2-Dichlorobenzene
0.3041
ug/L
0.220
0.500
1
03/14/22 17:42
JLB
V16104
1,4-Dichlorobenzene
5.54
Ng/L
0.210
0.500
1
03/14/22 17:42
JLB
V16104
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
03/14/22 17:42
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 40 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95880
Matrix: Aqueous
Sample ID: MW-07-20220307
Sampled:
3/7/2022 12:21
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 17:42
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 17:42
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 17:42
JLB
V16104
cis- 1,2-Dich loroethene
1.89
u9/L
0.200
0.500
1
03/14/22 17:42
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 17:42
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 17:42
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 17:42
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 17:42
JLB
V16104
1,4-Dioxane
17.13
N9/L
16.0
150
1
03/14/22 17:42
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 17:42
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 17:42
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 17:42
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 17:42
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 17:42
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 17:42
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 17:42
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 17:42
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 17:42
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 17:42
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 17:42
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 17:42
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 17:42
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 41 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95880 Matrix: Aqueous
Sample ID: MW-07-20220307 Sampled: 3/7/2022 12:21
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
108
Limits: 80-124%
94.0
Limits: 75-129%
97.4
Limits: 63-136%
98.2
Limits: 77-123%
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
1 03/14/22 17:42 JLB V16104
J Estimated value
Page 42 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95881
Matrix:
Aqueous
Sample ID: SW-01-20220307
Sampled: 3/7/2022 11:02
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Hardness
9000
Ng/L
570
5000
1
03/18/22 12:50
CLB
2340C-2011
1,4-Dioxane
<0.139
u9/L
0.139
2.00
1
03/11/22 18:01
TBL
8260D SIM
Antimony
<0.680
N9/L
0.680
2.00
1
03/15/22 20:13
EDV
6020B
Arsenic
<0.490
u9/L
0.490
1.00
1
03/15/22 20:13
EDV
6020B
Barium
20.6
N9/L
3.40
10.0
1
03/15/22 20:13
EDV
6020B
Beryllium
<0.240
u9/L
0.240
1.00
1
03/15/22 20:13
EDV
6020B
Cadmium
<0.150
N9/L
0.150
1.00
1
03/15/22 20:13
EDV
6020B
Chromium
1.523
u9/L
1.00
2.00
1
03/15/22 20:13
EDV
6020B
Cobalt
0.5953
N9/L
0.080
1.00
1
03/15/22 20:13
EDV
6020B
Copper
1.223
u9/L
0.890
2.00
1
03/15/22 20:13
EDV
6020B
Lead
0.5013
N9/L
0.500
1.00
1
03/15/22 20:13
EDV
6020B
Mercury (Total)
<0.0700
u9/L
0.0700
0.200
1
03/16/22 18:43
EDV
7470A
Nickel
1.593
N9/L
0.720
2.00
1
03/15/22 20:13
EDV
6020B
Selenium
<2.30
u9/L
2.30
5.00
1
03/15/22 20:13
EDV
6020B
Silver
<0.130
N9/L
0.130
1.00
1
03/15/22 20:13
EDV
6020B
Thallium
<0.280
u9/L
0.280
2.00
1
03/15/22 20:13
EDV
6020B
Vanadium
3.023
N9/L
2.10
5.00
1
03/16/22 17:43
EDV
6020B
Zinc
<3.90
u9/L
3.90
20.0
1
03/15/22 20:13
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 43 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95881
Matrix: Aqueous
Sample ID: SW-01-20220307
Sampled:
3/7/2022 11:02
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.013
Ng/L
1.80
5.00
1
03/14/22 18:09
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 18:09
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 18:09
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 18:09
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 18:09
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 18:09
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 18:09
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 18:09
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 18:09
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 18:09
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 18:09
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 18:09
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 18:09
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 18:09
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 18:09
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 18:09
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 18:09
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 18:09
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 18:09
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 18:09
JLB
V16104
1,4-Dichlorobenzene
<0.210
N9/L
0.210
0.500
1
03/14/22 18:09
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 18:09
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 44 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95881
Matrix: Aqueous
Sample ID: SW-01-20220307
Sampled:
3/7/2022 11:02
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 18:09
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 18:09
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 18:09
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 18:09
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 18:09
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 18:09
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 18:09
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 18:09
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 18:09
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 18:09
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 18:09
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 18:09
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 18:09
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 18:09
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 18:09
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 18:09
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 18:09
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 18:09
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 18:09
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 18:09
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 18:09
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 18:09
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 45 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95881 Matrix: Aqueous
Sample ID: SW-01-20220307 Sampled: 3/7/2022 11:02
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
109
Limits: 80-124%
93.6
Limits: 75-129%
94.6
Limits: 63-136%
94.2
Limits: 77-123%
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
1 03/14/22 18:09 JLB V16104
J Estimated value
Page 46 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95882
Matrix:
Aqueous
Sample ID: SW-02-20220307
Sampled: 3/7/2022 13:20
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Hardness
6000
Ng/L
570
5000
1
03/18/22 12:50
CLB
2340C-2011
1,4-Dioxane
<0.139
u9/L
0.139
2.00
1
03/11/22 18:27
TBL
8260D SIM
Antimony
<0.680
N9/L
0.680
2.00
1
03/15/22 20:20
EDV
6020B
Arsenic
<0.490
u9/L
0.490
1.00
1
03/15/22 20:20
EDV
6020B
Barium
18.6
N9/L
3.40
10.0
1
03/15/22 20:20
EDV
6020B
Beryllium
<0.240
u9/L
0.240
1.00
1
03/15/22 20:20
EDV
6020B
Cadmium
<0.150
N9/L
0.150
1.00
1
03/15/22 20:20
EDV
6020B
Chromium
1.363
u9/L
1.00
2.00
1
03/15/22 20:20
EDV
6020B
Cobalt
0.4603
N9/L
0.080
1.00
1
03/15/22 20:20
EDV
6020B
Copper
1.003
u9/L
0.890
2.00
1
03/15/22 20:20
EDV
6020B
Lead
<0.500
N9/L
0.500
1.00
1
03/15/22 20:20
EDV
6020B
Mercury (Total)
<0.0700
u9/L
0.0700
0.200
1
03/16/22 18:46
EDV
7470A
Nickel
<0.720
N9/L
0.720
2.00
1
03/15/22 20:20
EDV
6020B
Selenium
<2.30
u9/L
2.30
5.00
1
03/15/22 20:20
EDV
6020B
Silver
<0.130
N9/L
0.130
1.00
1
03/15/22 20:20
EDV
6020B
Thallium
<0.280
u9/L
0.280
2.00
1
03/15/22 20:20
EDV
6020B
Vanadium
2.643
N9/L
2.10
5.00
1
03/16/22 17:50
EDV
6020B
Zinc
<3.90
u9/L
3.90
20.0
1
03/15/22 20:20
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 47 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95882
Matrix: Aqueous
Sample ID: SW-02-20220307
Sampled:
3/7/2022 13:20
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.063
Ng/L
1.80
5.00
1
03/14/22 18:36
JLB
V16104
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
03/14/22 18:36
JLB
V16104
Benzene
<0.180
Ng/L
0.180
0.500
1
03/14/22 18:36
JLB
V16104
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
03/14/22 18:36
JLB
V16104
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
03/14/22 18:36
JLB
V16104
Bromoform
<1.50
ug/L
1.50
5.00
1
03/14/22 18:36
JLB
V16104
Bromomethane
<0.280
Ng/L
0.280
1.00
1
03/14/22 18:36
JLB
V16104
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
03/14/22 18:36
JLB
V16104
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
03/14/22 18:36
JLB
V16104
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
03/14/22 18:36
JLB
V16104
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
03/14/22 18:36
JLB
V16104
Chloroethane
<0.430
ug/L
0.430
1.00
1
03/14/22 18:36
JLB
V16104
Chloroform
<0.220
Ng/L
0.220
0.500
1
03/14/22 18:36
JLB
V16104
Chloromethane
<0.220
ug/L
0.220
0.500
1
03/14/22 18:36
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
03/14/22 18:36
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
03/14/22 18:36
JLB
V16104
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
03/14/22 18:36
JLB
V16104
Dibromomethane
<0.230
ug/L
0.230
0.500
1
03/14/22 18:36
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
03/14/22 18:36
JLB
V16104
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
03/14/22 18:36
JLB
V16104
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
03/14/22 18:36
JLB
V16104
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
03/14/22 18:36
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 48 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95882
Matrix: Aqueous
Sample ID: SW-02-20220307
Sampled:
3/7/2022 13:20
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 18:36
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 18:36
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 18:36
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 18:36
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 18:36
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 18:36
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 18:36
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 18:36
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 18:36
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 18:36
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 18:36
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 18:36
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 18:36
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 18:36
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 18:36
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 18:36
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 18:36
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 18:36
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 18:36
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 18:36
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 18:36
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 18:36
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 49 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95882 Matrix: Aqueous
Sample ID: SW-02-20220307 Sampled: 3/7/2022 13:20
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
108
Limits: 80-124%
94.2
Limits: 75-129%
95.0
Limits: 63-136%
96.2
Limits: 77-123%
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
1 03/14/22 18:36 JLB V16104
J Estimated value
Page 50 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95883
Matrix:
Aqueous
Sample ID: SW-03-20220307
Sampled: 3/7/2022 13:43
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Hardness
6000
Ng/L
570
5000
1
03/18/22 12:50
CLB
2340C-2011
1,4-Dioxane
<0.139
u9/L
0.139
2.00
1
03/11/22 18:52
TBL
8260D SIM
Antimony
<0.680
N9/L
0.680
2.00
1
03/15/22 20:26
EDV
6020B
Arsenic
<0.490
u9/L
0.490
1.00
1
03/15/22 20:26
EDV
6020B
Barium
13.9
N9/L
3.40
10.0
1
03/15/22 20:26
EDV
6020B
Beryllium
<0.240
u9/L
0.240
1.00
1
03/15/22 20:26
EDV
6020B
Cadmium
<0.150
N9/L
0.150
1.00
1
03/15/22 20:26
EDV
6020B
Chromium
<1.00
u9/L
1.00
2.00
1
03/15/22 20:26
EDV
6020B
Cobalt
0.2003
N9/L
0.080
1.00
1
03/15/22 20:26
EDV
6020B
Copper
<0.890
u9/L
0.890
2.00
1
03/15/22 20:26
EDV
6020B
Lead
<0.500
N9/L
0.500
1.00
1
03/15/22 20:26
EDV
6020B
Mercury (Total)
<0.0700
u9/L
0.0700
0.200
1
03/16/22 18:48
EDV
7470A
Nickel
<0.720
N9/L
0.720
2.00
1
03/15/22 20:26
EDV
6020B
Selenium
<2.30
u9/L
2.30
5.00
1
03/15/22 20:26
EDV
6020B
Silver
<0.130
N9/L
0.130
1.00
1
03/15/22 20:26
EDV
6020B
Thallium
<0.280
u9/L
0.280
2.00
1
03/15/22 20:26
EDV
6020B
Vanadium
2.113
N9/L
2.10
5.00
1
03/16/2218:09
EDV
6020B
Zinc
<3.90
u9/L
3.90
20.0
1
03/15/22 20:26
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 51 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95883
Matrix: Aqueous
Sample ID: SW-03-20220307
Sampled:
3/7/2022 13:43
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.123
Ng/L
1.80
5.00
1
03/14/22 19:03
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 19:03
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 19:03
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 19:03
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:03
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 19:03
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 19:03
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 19:03
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 19:03
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 19:03
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 19:03
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 19:03
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 19:03
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 19:03
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 19:03
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 19:03
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 19:03
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 19:03
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 19:03
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:03
JLB
V16104
1,4-Dichlorobenzene
<0.210
N9/L
0.210
0.500
1
03/14/22 19:03
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 19:03
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 52 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95883
Matrix: Aqueous
Sample ID: SW-03-20220307
Sampled:
3/7/2022 13:43
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 19:03
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 19:03
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 19:03
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 19:03
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 19:03
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 19:03
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 19:03
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 19:03
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 19:03
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 19:03
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 19:03
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 19:03
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 19:03
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 19:03
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 19:03
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 19:03
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:03
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:03
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 19:03
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:03
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:03
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 19:03
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 53 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95883 Matrix: Aqueous
Sample ID: SW-03-20220307 Sampled: 3/7/2022 13:43
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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
107
Limits: 80-124%
95.4
Limits: 75-129%
98.2
Limits: 63-136%
96.2
Limits: 77-123%
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
1 03/14/22 19:03 JLB V16104
J Estimated value
Page 54 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95884
Matrix:
Aqueous
Sample ID: LT-01-20220307
Sampled: 3/7/2022 14:23
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
106
N9/L
0.139
2.00
1
03/11/22 19:17
TBL
8260D SIM
Antimony
<0.680
u9/L
0.680
2.00
1
03/15/22 20:33
EDV
6020B
Arsenic
3.70
Ng/L
0.490
1.00
1
03/15/22 20:33
EDV
6020B
Barium
309
u9/L
3.40
10.0
1
03/15/22 20:33
EDV
6020B
Beryllium
<0.240
Ng/L
0.240
1.00
1
03/15/22 20:33
EDV
6020E
Cadmium
<0.150
u9/L
0.150
1.00
1
03/15/22 20:33
EDV
6020B
Chromium
4.70
Ng/L
1.00
2.00
1
03/15/22 20:33
EDV
6020E
Cobalt
6.34
u9/L
0.080
1.00
1
03/15/22 20:33
EDV
6020B
Copper
2.34
N9/L
0.890
2.00
1
03/15/22 20:33
EDV
6020E
Lead
<0.500
u9/L
0.500
1.00
1
03/15/22 20:33
EDV
6020B
Mercury (Total)
<0.0700
N9/L
0.0700
0.200
1
03/16/22 18:51
EDV
7470A
Nickel
30.5
u9/L
0.720
2.00
1
03/15/22 20:33
EDV
6020B
Selenium
<2.30
N9/L
2.30
5.00
1
03/15/22 20:33
EDV
6020E
Silver
<0.130
u9/L
0.130
1.00
1
03/15/22 20:33
EDV
6020B
Thallium
<0.280
N9/L
0.280
2.00
1
03/15/22 20:33
EDV
6020B
Vanadium
4.46 J
u9/L
2.10
5.00
1
03/16/22 18:16
EDV
6020B
Zinc
4.29 J
N9/L
3.90
20.0
1
03/15/22 20:33
EDV
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 55 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95884
Matrix: Aqueous
Sample ID: LT-01-20220307
Sampled:
3/7/2022 14:23
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
V16327
03/16/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
6.41
Ng/L
1.80
5.00
1
03/14/22 19:30
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 19:30
JLB
V16104
Benzene
1.48
Ng/L
0.180
0.500
1
03/14/22 19:30
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 19:30
JLB
V16104
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
03/14/22 19:30
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 19:30
JLB
V16104
Bromomethane
<0.280
Ng/L
0.280
1.00
1
03/14/22 19:30
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 19:30
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 19:30
JLB
V16104
Chlorobenzene
4.18
u9/L
0.190
0.500
1
03/14/22 19:30
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 19:30
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 19:30
JLB
V16104
Chloroform
<0.220
Ng/L
0.220
0.500
1
03/14/22 19:30
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 19:30
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 19:30
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 19:30
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 19:30
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 19:30
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 19:30
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:30
JLB
V16104
1,4-Dichlorobenzene
1.68
N9/L
0.210
0.500
1
03/14/22 19:30
JLB
V16104
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
03/14/22 19:30
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 56 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95884
Matrix: Aqueous
Sample ID: LT-01-20220307
Sampled:
3/7/2022 14:23
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
V16327
03/16/22 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
03/14/22 19:30
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 19:30
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 19:30
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 19:30
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 19:30
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 19:30
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 19:30
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 19:30
JLB
V16104
1,4-Dioxane
1073
N9/L
16.0
150
1
03/14/22 19:30
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 19:30
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 19:30
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 19:30
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 19:30
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 19:30
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 19:30
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 19:30
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:30
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:30
JLB
V16104
Tetrahydrofuran
168
N9/L
15.0
100
10
03/16/2215:37
JLB
V16328
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:30
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:30
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 19:30
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 57 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024
REPOR T OF A NA L YSIS
Lab No : 95884
Matrix: Aqueous
Sample ID: LT-01-20220307
Sampled: 3/7/2022 14:23
Analytical Method: 8260D
Prep Batch(es):
V16102 03/14/22 09:00 V16327 03/16/22 09:00
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 03/14/22 19:30 JLB
V16104
Trichlorofluoromethane
<0.180
ug/L
0.180 0.500
1 03/14/22 19:30 JLB
V16104
1,2,3-Trichloropropane
<0.270
Ng/L
0.270 1.00
1 03/14/22 19:30 JLB
V16104
Vinyl Acetate
<1.00
ug/L
1.00 2.00
1 03/14/22 19:30 JLB
V16104
Vinyl Chloride
<0.170
Ng/L
0.170 0.500
1 03/14/22 19:30 JLB
V16104
o-Xylene
<0.210
ug/L
0.210 0.500
1 03/14/22 19:30 JLB
V16104
m,p-Xylene
<0.420
Ng/L
0.420 1.00
1 03/14/22 19:30 JLB
V16104
Xylene (Total)
<0.21
ug/L
0.210 0.500
1 03/14/22 19:30
V16104
Surrogate:4-Bromofluorobenzene
105
Limits:80-124%
1 03/14/22 19:30 JLB
V16104
Surrogate: Dibromofluoromethane
92.0
Limits: 75-129%
1 03/14/22 19:30 JLB
V16104
Surrogate: 1,2-Dichloroethane - d4
101
Limits: 63-136%
1 03/14/22 19:30 JLB
V16104
Surrogate: Toluene-d8
97.6
Limits: 77-123%
1 03/14/22 19:30 JLB
V16104
Surrogate:4-Bromofluorobenzene
104
Limits: 80-124%
10 03/16/22 15:37 JLB
V16328
Surrogate: Dibromofluoromethane
94.6
Limits: 75-129%
10 03/16/22 15:37 JLB
V16328
Surrogate: 1,2-Dichloroethane - d4
97.8
Limits: 63-136%
10 03/16/22 15:37 JLB
V16328
Surrogate: Toluene-d8
95.2
Limits: 77-123%
10 03/16/22 15:37 JLB
V16328
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 58 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95885
Matrix: Aqueous
Sample ID : TB-20220307
Sampled:
3/7/2022 0:00
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 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
03/14/22 19:57
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 19:57
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 19:57
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 19:57
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:57
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 19:57
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 19:57
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 19:57
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 19:57
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 19:57
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 19:57
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 19:57
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 19:57
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 19:57
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 19:57
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 19:57
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 19:57
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 19:57
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 19:57
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:57
JLB
V16104
1,4-Dichlorobenzene
<0.210
N9/L
0.210
0.500
1
03/14/22 19:57
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 19:57
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 59 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95885
Matrix: Aqueous
Sample ID : TB-20220307
Sampled:
3/7/2022 0:00
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 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
03/14/22 19:57
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 19:57
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 19:57
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 19:57
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 19:57
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 19:57
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 19:57
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 19:57
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 19:57
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 19:57
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 19:57
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 19:57
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 19:57
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 19:57
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 19:57
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 19:57
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:57
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:57
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 19:57
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 19:57
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 19:57
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 19:57
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 60 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95885 Matrix: Aqueous
Sample ID : TB-20220307 Sampled: 3/7/2022 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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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%
95.8
Limits: 75-129%
100
Limits: 63-136%
93.2
Limits: 77-123%
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
1 03/14/22 19:57 JLB V16104
J Estimated value
Page 61 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95886
Matrix: Aqueous
Sample ID : TB-20220308
Sampled:
3/7/2022 0:00
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 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
03/14/22 14:05
JLB
V16104
Acrylonitrile
<0.230
u9/L
0.230
5.00
1
03/14/22 14:05
JLB
V16104
Benzene
<0.180
N9/L
0.180
0.500
1
03/14/22 14:05
JLB
V16104
Bromochloromethane
<0.420
u9/L
0.420
1.00
1
03/14/22 14:05
JLB
V16104
Bromodichloromethane
<0.160
N9/L
0.160
0.500
1
03/14/22 14:05
JLB
V16104
Bromoform
<1.50
u9/L
1.50
5.00
1
03/14/22 14:05
JLB
V16104
Bromomethane
<0.280
N9/L
0.280
1.00
1
03/14/22 14:05
JLB
V16104
Carbon Disulfide
<0.150
u9/L
0.150
5.00
1
03/14/22 14:05
JLB
V16104
Carbon Tetrachloride
<0.180
N9/L
0.180
0.500
1
03/14/22 14:05
JLB
V16104
Chlorobenzene
<0.190
u9/L
0.190
0.500
1
03/14/22 14:05
JLB
V16104
Chlorodibromomethane
<0.190
N9/L
0.190
0.500
1
03/14/22 14:05
JLB
V16104
Chloroethane
<0.430
u9/L
0.430
1.00
1
03/14/22 14:05
JLB
V16104
Chloroform
<0.220
N9/L
0.220
0.500
1
03/14/22 14:05
JLB
V16104
Chloromethane
<0.220
u9/L
0.220
0.500
1
03/14/22 14:05
JLB
V16104
Di -Isopropyl Ether (DIPE)
<0.960
N9/L
0.960
5.00
1
03/14/22 14:05
JLB
V16104
1,2-Dibromo-3-Chloropropane
<1.10
u9/L
1.10
2.00
1
03/14/22 14:05
JLB
V16104
1,2-Dibromoethane
<0.200
N9/L
0.200
0.500
1
03/14/22 14:05
JLB
V16104
Dibromomethane
<0.230
u9/L
0.230
0.500
1
03/14/22 14:05
JLB
V16104
trans-1,4-Dichloro-2-butene
<1.30
N9/L
1.30
10.0
1
03/14/22 14:05
JLB
V16104
1,2-Dichlorobenzene
<0.220
u9/L
0.220
0.500
1
03/14/22 14:05
JLB
V16104
1,4-Dichlorobenzene
<0.210
N9/L
0.210
0.500
1
03/14/22 14:05
JLB
V16104
Dichlorodifluoromethane
<1.20
u9/L
1.20
5.00
1
03/14/22 14:05
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 62 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 GW
Chuck Pippin Report Date : 03/22/2022
231 Haywood Street Information : C11460-01.02 Task 02 Received : 03/10/2022
Asheville , NC 28801
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95886
Matrix: Aqueous
Sample ID : TB-20220308
Sampled:
3/7/2022 0:00
Analytical Method: 8260D
Prep Batch(es):
V16102
03/14/22 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
N9/L
0.240
0.500
1
03/14/22 14:05
JLB
V16104
1,2-Dichloroethane
<0.150
u9/L
0.150
0.500
1
03/14/22 14:05
JLB
V16104
1,1-Dichloroethene
<0.150
N9/L
0.150
0.500
1
03/14/22 14:05
JLB
V16104
cis- 1,2-Dich loroethene
<0.200
u9/L
0.200
0.500
1
03/14/22 14:05
JLB
V16104
trans-1,2-Dichloroethene
<0.180
N9/L
0.180
0.500
1
03/14/22 14:05
JLB
V16104
1,2-Dichloropropane
<0.190
u9/L
0.190
0.500
1
03/14/22 14:05
JLB
V16104
cis- 1,3-Dich loropropene
<0.210
N9/L
0.210
0.500
1
03/14/22 14:05
JLB
V16104
trans-1,3-Dichloropropene
<0.150
u9/L
0.150
0.500
1
03/14/22 14:05
JLB
V16104
1,4-Dioxane
<16.0
N9/L
16.0
150
1
03/14/22 14:05
JLB
V16104
Ethylbenzene
<0.170
u9/L
0.170
0.500
1
03/14/22 14:05
JLB
V16104
2-Hexanone
<0.380
N9/L
0.380
5.00
1
03/14/22 14:05
JLB
V16104
Methyl Ethyl Ketone (MEK)
<0.710
u9/L
0.710
5.00
1
03/14/22 14:05
JLB
V16104
4-Methyl-2-Pentanone
<1.00
N9/L
1.00
5.00
1
03/14/22 14:05
JLB
V16104
Methylene Chloride
<0.330
u9/L
0.330
1.00
1
03/14/22 14:05
JLB
V16104
Styrene
<0.220
N9/L
0.220
0.500
1
03/14/22 14:05
JLB
V16104
1,1,1,2-Tetrachloroethane
<0.160
u9/L
0.160
0.500
1
03/14/22 14:05
JLB
V16104
1,1,2,2-Tetrachloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 14:05
JLB
V16104
Tetrachloroethene
<0.220
u9/L
0.220
0.500
1
03/14/22 14:05
JLB
V16104
Tetrahydrofuran
<1.50
N9/L
1.50
10.0
1
03/14/22 14:05
JLB
V16104
Toluene
<0.220
u9/L
0.220
0.500
1
03/14/22 14:05
JLB
V16104
1,1,1-Trichloroethane
<0.160
N9/L
0.160
0.500
1
03/14/22 14:05
JLB
V16104
1,1,2-Trichloroethane
<0.096
u9/L
0.096
0.500
1
03/14/22 14:05
JLB
V16104
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 63 of 84

•
Waypdint0 449 Springbrook Rd, Charlotte, .5 282&
Main 704.529.636�
ANALYTICAL
01015
Anchor QEA of North Carolina, PLLC
Chuck Pippin
231 Haywood Street
Asheville , NC 28801
www.waypointana lyti ca Isom
Project ID :
Project Jackson County Landfill GW
Report Date : 03/22/2022
Information : C11460-01.02 Task 02 Received : 03/10/2022
Report Number : 22-069-0024 REPOR T OF A NA L YSIS
Lab No : 95886 Matrix: Aqueous
Sample ID : TB-20220308 Sampled: 3/7/2022 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-Bromofl uorobenzene
Surrogate: Dibromofluoromethane
Surrogate: 1,2-Dichloroethane - d4
Surrogate: Toluene-d8
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
Prep Batch(es): V16102 03/14/22 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
107
Limits: 80-124%
93.0
Limits: 75-129%
91.2
Limits: 63-136%
96.2
Limits: 77-123%
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
1 03/14/22 14:05 JLB V16104
J Estimated value
Page 64 of 84

•
Waypoint,
449 Springbrook
Charlotte, NC 28217
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
GW
Report No: 22-069-0024
QC Analytical Batch: V16256
Analysis Method: 2340C-2011
Analysis Description: Total Hardness
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples: 95881, 95882, 95883
Blank MDL
MQL
Analyzed
Parameter Units
Result
Hardness pg/L
<570 570
5000
03/18/22 12:50
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Hardness pg/L
50000
50000
100 90-110
Duplicate
V 95769-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter Units
Result
Hardness pg/L
<5000 <5000
0.0 20
03/18/22 12:50
Matrix Spike & Matrix Spike Duplicate
V 95867-MS V 95867-MSD
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Hardness pg/L
24000 20000
20000 44000
44000 100 100 80-120 0.0 20
Date: 03/22/2022 01:46 PM Page 1 of 17
Page 65 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 GW
Report No: 22-069-0024
QC Prep: V16097
QC Prep Batch Method: 3005A
QC Analytical Batch(es): V16151,V16227,V16291
Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank
LRB-V16097
Matrix: AQU
Associated Lab Samples:
95874, 95875, 95876, 95877,
95878, 95879, 95880, 95881, 95882, 95883, 95884
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Antimony
pg/L
<0.680
0.680
2.00
03/15/22 17:29
Arsenic
pg/L
<0.490
0.490
1.00
03/15/22 17:29
Barium
pg/L
<3.40
3.40
10.0
03/15/22 17:29
Beryllium
pg/L
<0.240
0.240
1.00
03/15/22 17:29
Cadmium
pg/L
<0.150
0.150
1.00
03/15/22 17:29
Chromium
pg/L
<1.00
1.00
2.00
03/15/22 17:29
Cobalt
pg/L
<0.080
0.080
1.00
03/15/22 17:29
Copper
pg/L
<0.890
0.890
2.00
03/15/22 17:29
Lead
pg/L
<0.500
0.500
1.00
03/15/22 17:29
Nickel
pg/L
<0.720
0.720
2.00
03/15/22 17:29
Selenium
pg/L
<2.30
2.30
5.00
03/15/22 17:29
Silver
pg/L
<0.130
0.130
1.00
03/15/22 17:29
Thallium
pg/L
<0.280
0.280
2.00
03/15/22 17:29
Vanadium
pg/L
<2.10
2.10
5.00
03/16/2215:54
Zinc
pg/L
<3.90
3.90
20.0
03/15/22 17:29
Laboratory Control Sample LCS-V16097
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
107
107
80-120
Arsenic
pg/L
100
96.8
97.0
80-120
Barium
pg/L
100
97.0
97.0
80-120
Beryllium
pg/L
100
96.3
96.0
80-120
Cadmium
pg/L
100
97.0
97.0
80-120
Chromium
pg/L
100
95.7
96.0
80-120
Cobalt
pg/L
100
99.4
99.0
80-120
Copper
pg/L
100
99.1
99.0
80-120
Date: 03/22/2022 01:46 PM Page 2 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16097
QC Prep Batch Method: 3005A
Laboratory Control Sample LCS-V16097
QC Analytical Batch(es): V16151,V16227,V16291
Analysis Method: 6020B
Analysis Description: Metals Analyses
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
100
97.0
97.0
80-120
Nickel
pg/L
100
99.0
99.0
80-120
Selenium
pg/L
100
99.2
99.0
80-120
Silver
pg/L
100
98.2
98.0
80-120
Thallium
pg/L
100
89.9
90.0
80-120
Vanadium
pg/L
100
97.0
97.0
80-120
Zinc
pg/L
100
98.2
98.0
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 95757-MS-V16097
MS Spike
Result Conc.
V 95757-MSD-V16097
MSD MS Result
Spike
Conc.
MSD
Result
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.680
100
100
109
107
109
107
75-125
1.8
20.0
Arsenic
pg/L
1.11
100
100
96.6
95.9
95.0
95.0
75-125
0.7
20.0
Barium
pg/L
73.8
100
100
165
164
91.0
90.0
75-125
0.6
20.0
Beryllium
pg/L
0.656
100
100
93.5
95.5
93.0
95.0
75-125
2.1
20.0
Cadmium
pg/L
318
100
100
419
408
101
90.0
75-125
2.6
20.0
Chromium
pg/L
< 1.00
100
100
91.6
93.0
92.0
93.0
75-125
1.5
20.0
Cobalt
pg/L
99.5
100
100
192
192
93.0
93.0
75-125
0.0
20.0
Copper
pg/L
25.1
100
100
120
119
95.0
94.0
75-125
0.8
20.0
Lead
pg/L
< 0.500
100
100
99.4
97.8
99.0
98.0
75-125
1.6
20.0
Nickel
pg/L
13.3
100
100
107
105
94.0
92.0
75-125
1.8
20.0
Selenium
pg/L
< 2.30
100
100
103
104
103
104
75-125
0.9
20.0
Silver
pg/L
< 0.130
100
100
97.7
96.7
98.0
97.0
75-125
1.0
20.0
Thallium
pg/L
0.744
100
100
92.9
91.4
92.0
91.0
75-125
1.6
20.0
Vanadium
pg/L
< 2.10
100
100
96.9
93.0
97.0
93.0
75-125
4.1
20.0
Zinc
pg/L
8980
100
100
9150
8940
170*
-40*
75-125
2.3
20.0
* QC Fail Date: 03/22/2022 01:46 PM Page 3 of 17
Page 67 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 GW
Report No: 22-069-0024
QC Prep: V16097
QC Prep Batch Method: 3005A
Post Digestion Spike
Parameter
Antimony
Arsenic
Barium
Beryllium
Cadmium
Chromium
Cobalt
Copper
Lead
Nickel
Selenium
Silver
Thallium
Vanadium
QC Analytical Batch(es): V16151,V16227,V16291
Analysis Method: 6020B
Analysis Description: Metals Analyses
V 95757-PDS-V16097
Units
PDS
Result
0/0
Recovery
pg/L
55.8
112
pg/L
51.3
101
pg/L
85.7
99.0
pg/L
47.8
95.0
pg/L
211
101
pg/L
47.3
95.0
pg/L
100
100
pg/L
63.0
101
pg/L
50.1
100
pg/L
56.0
99.0
pg/L
51.8
104
pg/L
50.6
101
pg/L
48.6
96.0
pg/L
50.3
101
Analyzed
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/15/22 18:02
03/16/22 16:26
Date: 03/22/2022 01:46 PM Page 4 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16136
QC Prep Batch Method: 3005A
QC Analytical Batch(es): V16152,V16291
Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank
LRB-V16136
Matrix: AQU
Associated Lab Samples:
95874, 95875, 95876, 95878
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Dissolved Arsenic
pg/L
<0.490
0.490
1.00
03/15/22 20:40
Dissolved Barium
pg/L
<3.40
3.40
10.0
03/15/22 20:40
Dissolved Beryllium
pg/L
<0.240
0.240
1.00
03/15/22 20:40
Dissolved Cadmium
pg/L
<0.150
0.150
1.00
03/15/22 20:40
Dissolved Chromium
pg/L
<1.00
1.00
2.00
03/15/22 20:40
Dissolved Cobalt
pg/L
<0.080
0.080
1.00
03/15/22 20:40
Dissolved Copper
pg/L
<0.890
0.890
2.00
03/15/22 20:40
Dissolved Lead
pg/L
<0.500
0.500
1.00
03/15/22 20:40
Dissolved Nickel
pg/L
<0.720
0.720
2.00
03/15/22 20:40
Dissolved Selenium
pg/L
<2.30
2.30
5.00
03/15/22 20:40
Dissolved Silver
pg/L
<0.130
0.130
1.00
03/15/22 20:40
Dissolved Thallium
pg/L
<0.280
0.280
2.00
03/15/22 20:40
Dissolved Vanadium
pg/L
<2.10
2.10
5.00
03/15/22 20:40
Dissolved Zinc
pg/L
<3.90
3.90
20.0
03/15/22 20:40
Laboratory Control Sample LCS-V16136
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Dissolved Arsenic
pg/L
100
92.0
92.0
80-120
Dissolved Barium
pg/L
100
95.7
96.0
80-120
Dissolved Beryllium
pg/L
100
86.8
87.0
80-120
Dissolved Cadmium
pg/L
100
96.0
96.0
80-120
Dissolved Chromium
pg/L
100
88.6
89.0
80-120
Dissolved Cobalt
pg/L
100
92.7
93.0
80-120
Dissolved Copper
pg/L
100
91.7
92.0
80-120
Dissolved Lead
pg/L
100
95.3
95.0
80-120
Dissolved Nickel
pg/L
100
91.5
92.0
80-120
Date: 03/22/2022 01:46 PM Page 5 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16136 QC Analytical Batch(es): V16152,V16291
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-V16136
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Dissolved Selenium
pg/L
100
106
106
80-120
Dissolved Silver
pg/L
100
93.9
94.0
80-120
Dissolved Thallium
pg/L
100
94.4
94.0
80-120
Dissolved Vanadium
pg/L
100
89.2
89.0
80-120
Dissolved Zinc
pg/L
100
93.7
94.0
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 95874-V16055-MS-V16136
MS Spike MSD
Result Conc. Spike
Conc.
V 95874-V16055-MSD-V16136
MS Result MSD MS
Result %Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Dissolved Arsenic
pg/L
< 0.490
100
100
94.0
92.5
94.0
93.0
75-125
1.6
20.0
Dissolved Barium
pg/L
108
100
100
197
204
89.0
96.0
75-125
3.4
20.0
Dissolved Beryllium
pg/L
< 0.240
100
100
89.3
92.7
89.0
93.0
75-125
3.7
20.0
Dissolved Cadmium
pg/L
< 0.150
100
100
94.4
95.2
94.0
95.0
75-125
0.8
20.0
Dissolved Chromium
pg/L
< 1.00
100
100
90.5
89.7
91.0
90.0
75-125
0.8
20.0
Dissolved Cobalt
pg/L
106
100
100
198
197
92.0
91.0
75-125
0.5
20.0
Dissolved Copper
pg/L
< 0.890
100
100
92.0
92.4
92.0
92.0
75-125
0.4
20.0
Dissolved Lead
pg/L
< 0.500
100
100
94.0
93.3
94.0
93.0
75-125
0.7
20.0
Dissolved Nickel
pg/L
13.8
100
100
105
104
91.0
90.0
75-125
0.9
20.0
Dissolved Selenium
pg/L
< 2.30
100
100
109
106
109
106
75-125
2.7
20.0
Dissolved Silver
pg/L
< 0.130
100
100
94.1
107
94.0
107
75-125
12.8
20.0
Dissolved Thallium
pg/L
0.717
100
100
92.0
92.9
91.0
92.0
75-125
0.9
20.0
Dissolved Vanadium
pg/L
< 2.10
100
100
89.4
88.7
89.0
89.0
75-125
0.7
20.0
Dissolved Zinc
pg/L
15.2
100
100
108
107
93.0
92.0
75-125
0.9
20.0
Date: 03/22/2022 01:46 PM Page 6 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16136 QC Analytical Batch(es): V16152,V16291
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 95874-V16055-PDS-V16136
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Dissolved Arsenic
Ng/L
50.6
101
03/15/22 21:25
Dissolved Barium
pg/L
105
101
03/15/22 21:25
Dissolved Beryllium
pg/L
51.1
102
03/17/22 18:27
Dissolved Cadmium
pg/L
50.1
100
03/15/22 21:25
Dissolved Chromium
pg/L
49.1
98.0
03/15/22 21:25
Dissolved Cobalt
pg/L
102
99.0
03/15/22 21:25
Dissolved Copper
pg/L
50.7
101
03/15/22 21:25
Dissolved Lead
Ng/L
50.9
102
03/15/22 21:25
Dissolved Nickel
pg/L
56.7
100
03/15/22 21:25
Dissolved Selenium
pg/L
51.8
104
03/15/22 21:25
Dissolved Silver
pg/L
47.5
95.0
03/15/22 21:25
Dissolved Thallium
pg/L
49.6
98.0
03/15/22 21:25
Dissolved Vanadium
pg/L
47.4
95.0
03/15/22 21:25
Dissolved Zinc
Ng/L
58.8
102
03/15/22 21:25
Date: 03/22/2022 01:46 PM Page 7 of 17
Page 71 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
GW
Report No: 22-069-0024
QC Prep: V16396
QC Analytical Batch(es): V16397,V16408
QC Prep Batch Method: 3005A
Analysis Method:
6020B
Analysis Description:
Metals Analyses
Lab Reagent Blank
LRB-V16396
Matrix: AQU
Associated Lab Samples: 95874, 95875, 95876, 95878
Blank MDL
MQL
Analyzed
Parameter Units
Result
Dissolved Antimony pg/L
<0.680 0.680
2.00
03/21/22 15:52
Laboratory Control Sample
LCS-V16396
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Dissolved Antimony pg/L
100
88.6
89.0 80-120
Matrix Spike & Matrix Spike Duplicate
V 95876-V16395-MS-V16396 V 95876-V16395-MSD-V16396
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Dissolved Antimony pg/L
< 0.680 100
100 98.0
102 98.0 102 75-125 4.0 20.0
Post Digestion Spike
V 95876-V16395-PDS-V16396
PDS
%
Analyzed
Parameter Units
Result
Recovery
Dissolved Antimony pg/L
46.3
93.0
03/21/22 20:29
Date: 03/22/2022 01:46 PM Page 8 of 17
Page 72 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
GW
Report No: 22-069-0024
QC Prep: V16057
QC Analytical Batch(es): V16141
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-V16057
Matrix: AQU
Associated Lab Samples: 95874, 95875, 95876, 95878
Blank MDL
MQL
Analyzed
Parameter Units
Result
Dissolved Mercury pg/L
0.000 0.000
0.200
03/15/22 14:42
Laboratory Control Sample
LCS-V16057
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Dissolved Mercury pg/L
9.38
9.46
101 80-120
Matrix Spike & Matrix Spike Duplicate
V 95876-V16055-MS-V16057 V 95876-V16055-MSD-V16057
MS Spike
MSD MS Result
MSD MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result %Rec %Rec Limits RPD RPD
Conc.
Dissolved Mercury pg/L
<0.0700 9.38
9.38 9.51
9.39 101 100 80-120 1.2 20
Post Digestion Spike
V 95876-V16055-PDS-V16057
PDS
%
Analyzed
Parameter Units
Result
Recovery
Dissolved Mercury pg/L
4.64
99.0
03/15/22 15:00
Date: 03/22/2022 01:46 PM Page 9 of 17
Page 73 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
GW
Report No: 22-069-0024
QC Prep: V16157
QC Analytical Batch(es): V16240
QC Prep Batch Method: 7470A
Analysis Method:
7470A
Analysis Description:
Total Aqueous Mercury Analysis - CVAA
Lab Reagent Blank
LRB-V16157
Matrix: AQU
Associated Lab Samples: 95874, 95875, 95876, 95877, 95878, 95879, 95880, 95881, 95882,
95883, 95884
Blank MDL
MQL
Analyzed
Parameter Units
Result
Mercury (Total) pg/L
<0.0700 0.0700
0.200
03/16/22 17:54
Laboratory Control Sample
LCS-V16157
Spike
LCS
LCS %Rec % Rec
Parameter Units
Conc.
Result
Limits
Mercury (Total) pg/L
9.38
9.61
103 80-120
Matrix Spike & Matrix Spike Duplicate
V 95874-MS-V16157
V 95874-MSD-V16157
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
<0.0700 9.38
9.38 7.77
7.62 83.0 81.0 80-120 1.9 20
Post Digestion Spike
V 95874-PDS-V16157
PDS
%
Analyzed
Parameter Units
Result
Recovery
Mercury (Total) pg/L
4.25
91.0
03/16/22 18:14
Date: 03/22/2022 01:46 PM Page 10 of 17
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 GW
Report No:
22-069-0024
QC Prep:
V16012
QC Analytical Batch(es): V16014
QC Prep Batch Method:
5030B
Analysis Method:
8260D SIM
Analysis Description:
Volatile Organic Compounds -
GC/MS
Lab Reagent Blank
LRB-V16012
Matrix: AQU
Associated Lab Samples:
95874, 95875, 95876, 95877, 95878, 95879,
95880, 95881, 95882,
95883, 95884
Blank MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
1,4-Dioxane
pg/L
<0.139 0.139
2.00
03/11/2214:40
4-Bromofluorobenzene (S)
03/11/22 14:40
106
70-130
Laboratory Control Sample
LCS-V16012
Spike
LCS
LCS %Rec
% Rec
Parameter
Units
Conc.
Result
Limits
1,4-Dioxane
pg/L
50.0
53.4
107
70-130
4-Bromofluorobenzene (S)
126
70-130
Matrix Spike & Matrix Spike Duplicate
V 95884-MS-V16012
V 95884-MSD-V16012
MS Spike
MSD MS Result
MSD MS
MSD
%Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec
%Rec
Limits RPD
Conc.
1,4-Dioxane
pg/L
106 50.0
50.0 134
132 56.0*
52.0*
70-130
4-Bromofluorobenzene (S)
135*
136*
70-130
* QC Fail
Date: 03/22/2022
01:46 PM
Page 11 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16102
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V16104
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V16102 Matrix: AQU
Associated Lab Samples: 95874, 95875, 95876, 95877, 95878, 95879, 95880, 95881, 95882, 95883, 95884, 95885, 95886
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
03/14/22 13:38
Acrylonitrile
pg/L
<0.230
0.230
5.00
03/14/22 13:38
Benzene
pg/L
<0.180
0.180
0.500
03/14/22 13:38
Bromochloromethane
pg/L
<0.420
0.420
1.00
03/14/22 13:38
Bromodichloromethane
pg/L
<0.160
0.160
0.500
03/14/22 13:38
Bromoform
pg/L
<1.50
1.50
5.00
03/14/22 13:38
Bromomethane
pg/L
<0.280
0.280
1.00
03/14/22 13:38
Carbon Disulfide
pg/L
<0.150
0.150
5.00
03/14/22 13:38
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
03/14/22 13:38
Chlorobenzene
pg/L
<0.190
0.190
0.500
03/14/22 13:38
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
03/14/22 13:38
Chloroethane
pg/L
<0.430
0.430
1.00
03/14/22 13:38
Chloroform
pg/L
<0.220
0.220
0.500
03/14/22 13:38
Chloromethane
pg/L
<0.220
0.220
0.500
03/14/22 13:38
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
03/14/22 13:38
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
03/14/22 13:38
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
03/14/22 13:38
Dibromomethane
pg/L
<0.230
0.230
0.500
03/14/22 13:38
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
03/14/22 13:38
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
03/14/22 13:38
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
03/14/22 13:38
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
03/14/22 13:38
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
03/14/22 13:38
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
03/14/22 13:38
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
03/14/22 13:38
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
03/14/22 13:38
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
03/14/22 13:38
Date:
03/22/2022 01:46 PM
Page 12 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16102
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V16104
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V16102 Matrix: AQU
Associated Lab Samples: 95874, 95875, 95876, 95877, 95878, 95879, 95880, 95881, 95882, 95883, 95884, 95885, 95886
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
03/14/22 13:38
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
03/14/22 13:38
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
03/14/22 13:38
1,4-Dioxane
pg/L
<16.0
16.0
150
03/14/22 13:38
Ethylbenzene
pg/L
<0.170
0.170
0.500
03/14/22 13:38
2-Hexanone
pg/L
<0.380
0.380
5.00
03/14/22 13:38
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
03/14/22 13:38
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
03/14/22 13:38
Methylene Chloride
pg/L
<0.330
0.330
1.00
03/14/22 13:38
Styrene
pg/L
<0.220
0.220
0.500
03/14/22 13:38
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
03/14/22 13:38
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
03/14/22 13:38
Tetrachloroethene
pg/L
<0.220
0.220
0.500
03/14/22 13:38
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
03/14/22 13:38
Toluene
pg/L
<0.220
0.220
0.500
03/14/22 13:38
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
03/14/22 13:38
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
03/14/22 13:38
Trichloroethene
pg/L
<0.180
0.180
0.500
03/14/22 13:38
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
03/14/22 13:38
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
03/14/22 13:38
Vinyl Acetate
pg/L
<1.00
1.00
2.00
03/14/22 13:38
Vinyl Chloride
pg/L
<0.170
0.170
0.500
03/14/22 13:38
o-Xylene
pg/L
<0.210
0.210
0.500
03/14/22 13:38
m,p-Xylene
pg/L
<0.420
0.420
1.00
03/14/22 13:38
4-Bromofluorobenzene (S)
03/14/22 13:38
109 80-124
Dibromofluoromethane (S)
03/14/22 13:38
89.8 75-129
1,2-Dichloroethane - d4 (S)
03/14/22 13:38
89.8 63-136
Date:
03/22/2022 01:46 PM
Page 13 of 17
Page 77 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 GW
Report No: 22-069-0024
QC Prep: V16102
QC Prep Batch Method: 5030B
QC Analytical Batch(es): V16104
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V16102 Matrix: AQU
Associated Lab Samples: 95874, 95875, 95876, 95877, 95878, 95879, 95880, 95881, 95882, 95883, 95884, 95885, 95886
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8 (S) 03/14/22 13:38 96.6 77-123
Laboratory Control Sample & LCSD
Parameter Units
LCS-V16102
Spike
Conc.
LCSD-V16102
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
a/o Rec
% Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
38.1
36.3
95.2
90.7
40-166
4.8
20.0
Acrylonitrile
pg/L
40.0
40.1
40.7
100
102
81-127
1.4
20.0
Benzene
pg/L
20.0
19.9
19.4
99.5
97.0
77-128
2.5
20.0
Bromochloromethane
pg/L
20.0
20.8
19.1
104
95.5
78-135
8.5
20.0
Bromodichloromethane
pg/L
20.0
19.4
18.7
97.0
93.5
76-138
3.6
20.0
Bromoform
pg/L
20.0
20.6
21.3
103
107
71-135
3.3
20.0
Bromomethane
pg/L
20.0
19.0
18.6
95.0
93.0
41-168
2.1
20.0
Carbon Disulfide
pg/L
20.0
18.2
16.4
91.0
82.0
59-135
10.4
20.0
Carbon Tetrachloride
pg/L
20.0
21.4
18.4
107
92.0
72-142
15.0
20.0
Chlorobenzene
pg/L
20.0
19.3
19.4
96.5
97.0
78-119
0.5
20.0
Chlorodibromomethane
pg/L
20.0
19.8
19.9
99.0
99.5
75-134
0.5
20.0
Chloroethane
pg/L
20.0
22.2
20.9
111
105
57-142
6.0
20.0
Chloroform
pg/L
20.0
19.7
18.6
98.5
93.0
77-130
5.7
20.0
Chloromethane
pg/L
20.0
20.5
19.6
103
98.0
47-145
4.4
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
19.3
19.0
96.5
95.0
60-154
1.5
20.0
1,2-Dibromo-3-Chloropropane
pg/L
20.0
21.9
22.5
110
113
63-134
2.7
20.0
1,2-Dibromoethane
pg/L
20.0
19.7
20.1
98.5
101
77-135
2.0
20.0
Dibromomethane
pg/L
20.0
20.0
19.6
100
98.0
76-138
2.0
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
21.9
23.2
110
116
70-130
5.7
20.0
1,2-Dichlorobenzene
pg/L
20.0
21.8
20.3
109
102
78-128
7.1
20.0
1,4-Dichlorobenzene
pg/L
20.0
19.8
19.0
99.0
95.0
75-126
4.1
20.0
Date: 03/22/2022 01:46 PM Page 14 of 17
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 GW
Report No: 22-069-0024
QC Prep: V16102 QC Analytical Batch(es): V16104
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V16102 LCSD-V16102
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
23.0
21.6
115
108
28-163
6.2
20.0
1,1-Dichloroethane
pg/L
20.0
20.1
18.8
101
94.0
70-130
6.6
20.0
1,2-Dichloroethane
pg/L
20.0
18.3
17.6
91.5
88.0
68-131
3.8
20.0
1,1-Dichloroethene
pg/L
20.0
19.8
18.4
99.0
92.0
70-154
7.3
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.9
18.9
99.5
94.5
76-141
5.1
20.0
trans-1,2-Dichloroethene
pg/L
20.0
19.5
18.8
97.5
94.0
76-135
3.6
20.0
1,2-Dichloropropane
pg/L
20.0
19.7
19.0
98.5
95.0
77-130
3.6
20.0
cis-1,3-Dichloropropene
pg/L
20.0
19.5
18.9
97.5
94.5
65-140
3.1
20.0
trans-1,3-Dichloropropene
pg/L
20.0
19.5
18.9
97.5
94.5
67-140
3.1
20.0
1,4-Dioxane
pg/L
200
212
187
106
93.5
70-130
12.5
20.0
Ethylbenzene
pg/L
20.0
18.2
17.7
91.0
88.5
80-127
2.7
20.0
2-Hexanone
pg/L
20.0
19.7
20.4
98.5
102
64-137
3.4
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
22.3
20.9
112
105
71-134
6.4
20.0
4-Methyl-2-Pentanone
pg/L
20.0
19.3
19.0
96.5
95.0
69-134
1.5
20.0
Methylene Chloride
pg/L
20.0
18.4
18.0
92.0
90.0
73-131
2.1
20.0
Styrene
pg/L
20.0
18.1
18.9
90.5
94.5
78-129
4.3
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
18.9
18.5
94.5
92.5
79-134
2.1
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
21.9
21.2
110
106
62-127
3.2
20.0
Tetrachloroethene
pg/L
20.0
19.4
18.3
97.0
91.5
80-129
5.8
20.0
Tetrahydrofuran
pg/L
20.0
18.4
18.1
92.0
90.5
70-130
1.6
20.0
Toluene
pg/L
20.0
19.1
18.6
95.5
93.0
76-131
2.6
20.0
1,1,1-Trichloroethane
pg/L
20.0
20.7
19.0
104
95.0
75-135
8.5
20.0
1,1,2-Trichloroethane
pg/L
20.0
19.7
19.8
98.5
99.0
70-140
0.5
20.0
Trichloroethene
pg/L
20.0
19.4
18.6
97.0
93.0
77-133
4.2
20.0
Trichlorofluoromethane
pg/L
20.0
20.6
19.1
103
95.5
62-148
7.5
20.0
1,2,3-Trichloropropane
pg/L
20.0
24.1
23.0
121
115
71-127
4.6
20.0
Date: 03/22/2022 01:46 PM Page 15 of 17
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 GW
Report No:
22-069-0024
QC Prep:
V16102
QC Analytical Batch(es): V16104
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V16102 LCSD-V16102
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
20.8 20.7
104
104
34-167
0.4
20.0
Vinyl Chloride
pg/L
20.0
21.4 18.4
107
92.0
57-141
15.0
20.0
o-Xylene
pg/L
20.0
18.0 18.0
90.0
90.0
78-128
0.0
20.0
m,p-Xylene
pg/L
40.0
37.9 37.0
94.7
92.5
77-133
2.4
20.0
4-Bromofluorobenzene (S)
109
107
80-124
Dibromofluoromethane (S)
92.4
91.2
75-129
1,2-Dichloroethane - d4 (S)
91.0
90.2
63-136
Toluene-d8 (S)
95.6
98.0
77-123
Date: 03/22/2022 01:46 PM Page 16 of 17
Page 80 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 GW
Report No:
22-069-0024
QC Prep:
V16327
QC Analytical Batch(es): V16328
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V16327
Matrix: AQU
Associated Lab Samples:
95884
Blank MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
Tetrahydrofuran
pg/L
<1.50 1.50
10.0
03/16/22 13:49
4-Bromofluorobenzene (S)
03/16/22 13:49
107
80-124
Dibromofluoromethane (S)
03/16/22 13:49
94.0
75-129
1,2-Dichloroethane - d4 (S)
03/16/22 13:49
97.4
63-136
Toluene-d8 (S)
03/16/22 13:49
94.6
77-123
Laboratory Control Sample & LCSD
LCS-V16327 LCSD-V16327
Spike
LCS LCSD
LCS LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec % Rec
Limits
RPD Max
RPD
Tetrahydrofuran
pg/L
20.0
17.2 17.4
86.0 87.0
70-130
1.1 20.0
4-Bromofluorobenzene (S)
105 106
80-124
Dibromofluoromethane (S)
94.4 92.6
75-129
1,2-Dichloroethane - d4 (S)
96.6 96.4
63-136
Toluene-d8 (S)
95.8 96.2
77-123
Date: 03/22/2022 01:46 PM Page 17 of 17
Page 81 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: 22-069-0024
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client # Courier
0 Other:
Thermometer ID:
IRT-15 0AC
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
2
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: Sarah J. Locklear
Date & Time: 03/10/2022 16:36:30
Page 82 of 84

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Page 83 of 84

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Page 84 of 84

Tetrachloroethene (PCE)
5
4
1
1
I
1
�3
c
0
M
I
c
2
c
0
v
1
0 I q CJ" 1
20082010201220142016201820202022
Date
14
12
10
c
0 8
M
c
(tj 6
c
0
V
4
2
0
z11r�;
2077
2075 $
c
0
2073 a'>i
w
2071
3
2069 0
ti�
2067
2065
Trichloroethene (TCE)
6
5
J 4
\
c
0 3
c
v
o 2
V
is
20082010201220142016201820202022
Date
2079
ZU.0
2077
17.5
15.0
2075
�
o
.2
J
\
0)
12.5
2073
T
w
2
10.0
2071
c
7.5
2069
0
v
�7
5.0
2067
2.5
2065
0.0
20082010201220142016201820202022 20082010201220142016201820202022
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 2022.
µg/L: micrograms per liter
ft:feet
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
IKIg'
2077
2075 $
01
2073 v
w
2071
3
2069 0
A,
2067
2065
40
35
30
J
25
c
20
c
c 15
0
V
10
5
0
Cis- 1,2-Dichloroethene
20082010201220142016201820202022
Date
2079
20.0
2077
17.5
1
1
2075
o
15.0
0
1
2073
v
E
c
12.5
L,
0
�y=,
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I
2071
u
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1
v
1
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c
0
U
7.5
,
i
5.0
1
1
;
2067
2.5
2065
0.0
20082010201220142016201820202022
Date
1,4-Dioxane
2079
101
2077
2075
$
�
o
J
2073
=L
100
a'
,
w
2071
v
c
U
0
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Do
10-1
2067
2065
79
77
75
c
0
73 rO
v
w
71
3
69 0
y
67
65
Vinyl Chloride
i
I
1
1
1
1
1
I
1
� -7 v
----- ------- ----------------------
20082010201220142016201820202022
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
2079
2077
2075 $
c
0
2073
w
2071
3
2069 0
6
2067
2065
Figure 4
Hydrograph and Constituents of Concern Versus Time - MW-01
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
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c
0
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c
2
c
0
U
1
a
14
12
10
c
0 8
c
0 6
c
0
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4
2
0
20082010201220142016201820202022
Date
Benzene
Tetrachloroethene (PCE)
1
I
I
I
1
I
1
i
1
I
1
I
1
1
1
1
i
20082010201220142016201820202022
Date
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 2022.
µg/L: micrograms per liter
ft:feet
1990
1988
1986
1984
1982 0
1980 >
1978
1976
1974
O
1972
1970
1968
1966
J
\
c
0
c
v
c
0
U
6
5
1
0
20082010201220142016201820202022
Date
90
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88
17.5
86
84
15.0
82
.0
M
12.5
80
a',
w
78
—
10.0
76
0
74
0
7.5
0
U
72
17
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70
68
2.5
66
0.0
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
20082010201220142016201820202022
Date
1,4-Dichlorobenzene
190
188
186
184
!82 o
180 v
!78 v
176 3
174
O
172
170
168
166
40
35
30
J
25
c
0
20
c
c 15
0
U
10
5
0
Cis- 1,2-Dichloroethene
20082010201220142016201820202022
Date
1990
I
1988
20.0
1986
17.5
'
1
1984
'
1982
15.0
.o
0)
1980 v
c 12.5
LU
o
I
1978
10.0
1976 3
v
1
1974
0 7.5
O
U
I
1972
'
5.0
1970
1968
2.5
---- - -�
1966
0.0
20082010201220142016201820202022
Date
1,4-Dioxane
1990
1(
1988
1986
1984
1982
�
.0
J
1980
v
1(
w
O
1978
1976
1974
0
U
0
O
U
1972
10
1970
1968
1966
184
182 0
ra
180 v
w
178
176
174
O
172
170
168
166
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
190
188
186
184
182 0
180 a'�
178
176
174
0
172
170
168
166
Figure 5
Hydrograph and Constituents of Concern Versus Time - MW-02
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
J
�3
c
0
M
c
2
c
0
U
1
H
14
12
10
c
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c
0
U
4
2
0
Tetrachloroethene (PCE)
I
I
I
I
1
1
I
i
1
I
1
I
1
1
1
1
1
- - ------ ---------------------
20082010201220142016201820202022
Date
2009
2007
2005 $
2003 0
2001 a')
w
1999 a5
1997
c
1995 0
6
1993
1991
1989
Trichloroethene (TCE)
6
I II
I
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0
3
c
v
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1999
a5
a
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1997
�
c
c
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1995
0
0
U
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5.0
1993
1991
2.5
1989
0.0
20082010201220142016201820202022 20082010201220142016201820202022
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 2022.
µg/L: micrograms per liter
ft:feet
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty_GW_Evaluation.py
kZANCHOR
QEA
2009
2007
2005 $
2003 0
M
2001 v
w
1999 v
1997
c
1995 0
0
1993
1991
1989
40
35
30
25
c
0
20
c
a�
c 15
0
U
10
5
0
Cis- 1,2-Dichloroethene
20082010201220142016201820202022
Date
2009
20.0
2007
2005 ,
17.5
2003 0
15.0
2001 >
c
12.5
' 1
I
I
1999
10.0
1997 3:
v
1
0
7.5
1995 0
U
5.0
1993
1
1991
2.5
1
-- --- --
I
1989
0.0
20082010201220142016201820202022
Date
1,4-Dioxane
2009
101
2007
2005
$
2003 0
100
2001 >
rZ
w2
0
1999 a,
P
�
1997
c
c
0
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U
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1991
1989
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05
03 0
01 '0
v
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99 },
97
c
95 0
0
0%
91
89
Vinyl Chloride
I
----------------------.
I
20082010201220142016201820202022
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
2009
2007
2005 $
2003 0
2001
w
1999
1997
c
1995 0
1993
1991
1989
Figure 6
Hydrograph and Constituents of Concern Versus Time - MW-03
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
J
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c
O
M
c
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12
10
c
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U
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Tetrachloroethene (PCE)
20082010201220142016201820202022
Date
1989
1987
1985 0
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1983 w
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1981 S
O
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1979
1977
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1981
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c
0
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5.0
1979
2.5
1977
0.0
Trichloroethene (TCE)
20082010201220142016201820202022
Date
20082010201220142016201820202022 20082010201220142016201820202022
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 2022.
µg/L: micrograms per liter
ft:feet
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
Cis- 1,2-Dichloroethene
1989
1987
1985 0
v
1983 w
v
3
1981
O
A,
1979
1977
40
35
30
25
c
0
20
c
c 15
0
U
10
5
0
20082010201220142016201820202022
Date
.;.
20.0
1987
17.5
1985 0 15.0
v c 12.5
LU 0
1983
10.0
3 v
1981 0 7.5
O
5.0
1979
2.5
1977 0.0
20082010201220142016201820202022
Date
1,4-Dioxane
1989
1
1987
1985
0
w
O
1983
0
1981
S
rZ
rZ
0
O
1C
1979
1977
87
85
c
O
83 w
79
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
89
87
85 0
a�
83 w
a�
81 ZS
O
79
77
Figure 8
Hydrograph and Constituents of Concern Versus Time - MW-05R
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
J
�3
c
O
M
0
14
12
10
c
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Tetrachloroethene (PCE)
1958
6
5
1956 $
o
4
a>i
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1954LU
3
�
3
c
v
0
U
O 2
O
U
1952
1
1950
0
Trichloroethene (TCE)
20082010201220142016201820202022 20082010201220142016201820202022
Date Date
1958
20.0
17.5
1956_
15.0
�
o
J
\
0)
12.5
a>i
�
1954
—
10.0
�
c
U
7.5
O
o
U
1952
5.0
2.5
1950
0.0
20082010201220142016201820202022 20082010201220142016201820202022
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 2022.
µg/L: micrograms per liter
ft:feet
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
Cis- 1,2-Dichloroethene
1958
40
35
1956 $_
30
c
O
25
(U
1954
20
�
c
c
O
15
O
U
1952
10
5
1950
0
20082010201220142016201820202022
Date
1958
20.0
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1956
0 15.0
0)
v 0 12.5
1954 v .�
c 10.0
3 v
0 7.5
0
O U
1952 0 5.0
2.5
1950 0.0
2008201020122014201620182020202;
Date
1,4-Dioxane
1958
101
1956 $_
c
O
�
>
100
v
�
1954
�
3
c
U
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C
U
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1952 6
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10-1
1950
f:
c
O
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6
Vinyl Chloride
------------ ' -----------------
20082010201220142016201820202022
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
1958
1956_
c
O
a�
1954
3
C
Z)
O
1952 6
1950
Figure 7
Hydrograph and Constituents of Concern Versus Time - MW-04
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
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c
O
M
c
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c
O
U
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14
12
10
c
0 8
c
6
c
0
U
4
2
0
20082010201220142016201820202022
Date
Benzene
Tetrachloroethene (PCE)
-- -
------- -----------------
20082010201220142016201820202022
Date
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 2022.
µg/L: micrograms per liter
ft:feet
2066
6
Trichloroethene (TCE)
2066
40
cis- 1,2-Dichloroethene
2066
101
2064
2064
2064
35
2062
5
2062
2062
2060 $
2060 $
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o
4
0
25
o
2058
2058
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10 o
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v
i
v
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2046
2046
0
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20082010201220142016201820202022
20082010201220142016201820202022
Date
Date
DO LU.0
i
64 17.5 '
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60
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i
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48 2.5
46
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Date
1,4-Dichlorobenzene
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
kZANCHOR
QEA
2066
2064
20.0
2062
17.5
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E
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v
0
7.5
2050
5.0
2048--------
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2046
0.0
20082010201220142016201820202022
Date
1,4-Dioxane
64
62
60
58
56
54
52
O
50
48
46
Vinyl Chloride
' m
----- -----------------
------- -----
20082010201220142016201820202022
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
2066
2064
2062
2060
0
2058
a�
2056 "'
a�
2054 3
2052
0
2050
2048
2046
Figure 9
Hydrograph and Constituents of Concern Versus Time - MW-06
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll

5
4
J
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c
O
M
c
2
c
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14
12
10
c
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Tetrachloroethene (PCE)
i
i
-------- - -
i------- - ----- - ----
1954
6
5
1952
0
4
a>i
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w
O
3
3
qj
v
1950
�
rZ
2
0
1
1948
0
Trichloroethene (TCE)
20082010201220142016201820202022 20082010201220142016201820202022
Date Date
1954
20.0
17.5
15.0
1952
0
.2
12.5
a>i
0)
�
10.0
3
0
1950
u
0
7.5
O
U
�7
5.0
2.5
1948
0.0
Cis- 1,2-Dichloroethene
1954
40
35
$
30
1952
0
.Z_
25
w
O
v
� 20
3
1950
0 15
O
U
C7
10
5
1948
0
20082010201220142016201820202022
Date
1954
20.0
17.5
1952 0
15.0
v
c
12.5
w
.0
v
�
10.0
3
v
1950 �
u
0
7.5
O
U
5.0
2.5
1948
0.0
20082010201220142016201820202022 20082010201220142016201820202022 20082010201220142016201820202022
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 2022.
µg/L: micrograms per liter
ft:feet
Publish Date: 06/01/2022 13:44 PM I User: SYR-SCOL
File Path: \\athena\Asheville\Projects\Jackson County`Reports - Groundwater\python\JacksonCounty-GW-Evaluation.py
ANCHOR
QEA
1954
101
1952 0
>
100
v
w
rZ
O
3
0
1950 �
u
0
0
O
U
6
10-1
1948
1952
c
O
Y
1948
Vinyl Chloride
20082010201220142016201820202022
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
1954
F_
1952 0
1948
a�
w
Me
Figure 10
Hydrograph and Constituents of Concern Versus Time - MW-07
Spring 2022 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landifll